03-TradersWay_CD-Struct_2020-04-03PRESSURE TREATED LUMBER1. ALL WORK SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 318-14) AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301)2. INTERIOR SLABS ON GRADE TO BE OF THICKNESS SHOWN ON DRAWINGS WITH SECONDARYCONCRETE FIBER REINFORCING. DOSAGE TO BE AS RECOMMENDED BY THE MANUFACTURER.USE WELDED WIRE FABRIC AT EXTERIOR SLABS AS NOTED ON PLAN.3. PROVIDE A 10-MIL POLYETHYLENE MOISTURE VAPOR RETARDER DIRECTLY BELOW ALL INTERIORSLABS ON GRADE, UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS. OVERLAP SEAMSA MINIMUM 6" AND TAPE AS REQUIRED TO MAINTAIN POSITION.4. ALL FOOTINGS ARE TO REST ON UNDISTURBED SOIL OR CLEAN GRANULAR FILL COMPACTED INLAYERS OF 12" OR LESS TO 95% COMPACTION.5. MINIMUM CONCRETE PROTECTION FOR REINFORCING STEEL SHALL BE AS FOLLOWS:CONCRETE CAST AGAINST EARTH: 3 INCHESFORMED CONCRETE EXPOSED TO EARTH OR WEATHER:1-1/2 INCHES FOR #5 BARS AND SMALLER2 INCHES FOR #6 BARS AND GREATER6. CALCIUM CHLORIDE IS PROHIBITED IN ANY CONCRETE MIX.7. CONCRETE SHALL BE ADEQUATELY PROTECTED FROM HOT OR COLD WEATHER AS REQUIRED BYACI PUBLICATIONS 305 AND 306, RESPECTIVELY.8. ALL CONCRETE FOR WALLS, FOOTINGS, AND SLABS-ON-GRADE SHALL BE NORMAL-WEIGHT, 34"AGGREGATE AND ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS(U.N.O.). CYLINDERS SHALL BE TAKEN AND TESTED IN ACCORDANCE WITH ACIRECOMMENDATIONS.9. SLAB CONTROL JOINTS, WHERE SHOWN, SHALL BE SAW CUT IMMEDIATELY AFTER FINISHING.JOINTS SHALL BE AT MINIMUM 1/4 OF THE THICKNESS OF THE SLAB.10. WALL CONTROL JOINTS SHALL BE PLACED AS SHOWN ON THE DRAWINGS OR AT A MAXIMUM OF 40FEET ON CENTER.11. BACKFILL BOTH SIDES OF THE FOUNDATION WALL SIMULTANEOUSLY TO THE MAXIMUM HEIGHTPOSSIBLE.12. ALL CONCRETE SHALL BE CURED BY AN APPROVED METHOD AS PRESCRIBED BY ACI.13. MID-RANGE WATER REDUCERS (MRWR) ARE REQUIRED FOR ALL CONCRETE MIXES EXCEPTFOOTINGS.14. MAXIMUM WATER TO CEMENT RATIO FOR MIXES WITH MRWR:FOR 3000 PSI CONCRETE 0.5FOR 4000 PSI CONCRETE 0.45MAXIMUM WATER TO CEMENT RATIO FOR MIXES W/OUT MRWR (PERMITTED FOR FOOTINGS ONLY):FOR 3000 PSI CONCRETE 0.5315. MINIMUM CEMENT QUANTITIES:FOR 3000 PSI CONCRETE 517 LB./CYFOR 4000 PSI CONCRETE 611 LB./CY16. MAXIMUM CONCRETE SLUMP:FOR MIXES WITH MRWR 7 INFOR MIXES WITHOUT MRWR 4 IN17. USE AIR-ENTRAINING ADMIXTURES IN CONCRETE SUBJECT TO FREEZING AND THAWING, THISINCLUDES EXTERIOR FOUNDATION WALLS, EXTERIOR PIERS, AND EXTERIOR SLABS. AIR CONTENTAT POINT OF DELIVERY TO BE 6 PERCENT, PLUS OR MINUS 1.5 PERCENT.18. DO NOT USE AIR-ENTRAINING ADMIXTURES IN CONCRETE FOR INTERIOR SLABS. AIR CONTENT OFTROWELED FINISH FLOORS NOT TO EXCEED 3 PERCENT. SOME LIGHTWEIGHT CONCRETE MAYREQUIRE THE USE OF AIR-ENTRAINING ADMIXTURES FOR INTERIOR SLABS ON STEEL DECK.19. REINFORCING BARS AND ALL EMBEDDED ITEMS, INCLUDING ANCHOR BOLTS, MUST BEACCURATELY PLACED AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED."WET-STICKING" OF ANCHOR BOLTS, VERTICAL PIER REINFORCING OR VERTICAL WALLREINFORCING IS NOT ACCEPTABLE (EXCEPT FROST WALL DOWELS).1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE STATE AND LOCALCODES, INCLUDING BUT NOT LIMITED TO:2015 INTERNATIONAL BUILDING CODE (WITH MASSACHUSETTS 9TH EDITION SUPPLEMENT)ASCE/SEI 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"ACI 318-14 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"ACI 301-10 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"AISC STEEL CONSTRUCTION MANUAL, 14TH EDITIONANSI/AWC NDS-2015 "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"ANY DISCREPANCIES BETWEEN THE ABOVE LISTED CODES AND THE CONSTRUCTIONDOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATIONBEFORE PROCEEDING WITH AFFECTED WORK.2. ALL WORK SHALL BE PERFORMED BY PERSONS QUALIFIED IN THEIR TRADE AND LICENSED TOPRACTICE SUCH TRADE IN THE STATE IN WHICH THE PROJECT IS LOCATED.3. THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH ANY ARCHITECTURAL, MECHANICAL,AND ELECTRICAL DRAWINGS IN ADDITION TO SPECIFICATIONS AND ANY SHOP DRAWINGSPROVIDED BY SUBCONTRACTORS AND SUPPLIERS.4. ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS SHALL BE VERIFIED IN THE FIELD BY THEGENERAL CONTRACTOR (G.C.) AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTIONOF THE ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH THE AFFECTED PART OFWORK.5. UNLESS OTHERWISE NOTED, DETAILS, SECTIONS, AND NOTES SHOWN ON THESE DRAWINGSSHALL BE CONSIDERED TYPICAL FOR ALL SIMILAR DETAILS.6. THESE DRAWINGS DO NOT SHOW THE SIZE, LOCATION, OR TYPE OF OPENINGS IN THEFOUNDATION SYSTEM FOR ELECTRICAL, PLUMBING, OR MECHANICAL EQUIPMENT. THE GENERALCONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THESE ITEMS.7. ALL SHOP DRAWINGS PROVIDED BY OTHERS SHALL BE SUBMITTED TO THE ENGINEER FORREVIEW PRIOR TO THE FABRICATION OF MATERIAL OR THE PURCHASE OF NON-RETURNABLESTOCK. QUANTITY AND DIMENSIONAL REVIEW IS THE CONTRACTOR'S RESPONSIBILITY.8. REFER TO THESE DRAWINGS, CIVIL DRAWINGS, AND THE GEOTECHNICAL REPORT FORUNDER-DRAIN AND PERIMETER DRAIN REQUIREMENTS IF APPLICABLE.9. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AND/OR SHORINGNEEDED TO HOLD THE STRUCTURE IN A SAFE AND STABLE POSITION UNTIL THE BUILDING ISCOMPLETE. CONSULT AN INDEPENDENT ENGINEER IF DESIGN ASSISTANCE OR REVIEW ISNEEDED.10. THE BUILDING PERMIT APPLICANT (e.g. OWNER, CONTRACTOR) MUST PROVIDE SPECIALINSPECTIONS PER THE REQUIREMENTS OF CHAPTER 17 OF THE 2015 INTERNATIONAL BUILDINGCODE AND FURNISH INSPECTION REPORTS TO THE CODE OFFICIAL AND TO THE ENGINEER OFRECORD. THE TESTING/INSPECTION AGENCY(S) MUST BE APPROVED BY THE ENGINEER OFRECORD. SEE SHEET SN.1 FOR THE SCHEDULE OF SPECIAL INSPECTIONS.11. THE ENGINEER, AT HIS/HER OPTION, MAY PROVIDE THE CONTRACTOR WITH ELECTRONIC FILESFOR HIS/HER CONVENIENCE AND USE IN THE PREPARATION OF SHOP DRAWINGS. DATACONTAINED ON THESE ELECTRONIC FILES ARE THE ENGINEER'S INSTRUMENT OF SERVICE ANDMAY NOT BE ELECTRONICALLY COPIED FOR REUSE AS SHOP DRAWINGS. THESE ELECTRONICFILES ARE NOT CONSTRUCTION DOCUMENTS. THE CONTRACTOR IS NOT RELIEVED OF HIS/HERDUTY TO FULLY COMPLY WITH THE CONTRACT DOCUMENTS. THIS INCLUDES THE NEED TOCONFIRM AND COORDINATE ALL DIMENSIONS AND DETAILS, TAKE FIELD MEASUREMENTS, VERIFYFIELD CONDITIONS, AND COORDINATE THE CONTRACTOR'S WORK WITH THAT OF OTHERCONTRACTORS FOR THE PROJECT. THE CONTRACTOR MAY NOT MANUALLY ALTER THE HARDCOPIES OF THE CONSTRUCTION DOCUMENTS AND REUSE THEM AS SHOP DRAWINGS.1. ALL WOOD FLOOR AND/OR ROOF TRUSSES SHALL BE DESIGNED AND MANUFACTURED BY BOISESTRUCTURAL SOLUTIONS, INC. OF BIDDEFORD, MAINE; RELIABLE TRUSS AND COMPONENTS, INC.OF NEW BEDFORD, MA; OR APPROVED EQUAL. ALL ASSOCIATED CONNECTION HARDWARE FORTRUSSES SHALL ALSO BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. TRUSS DESIGNSARE TO BE STAMPED BY A REGISTERED PROFESSIONAL ENGINEER RETAINED BY MANUFACTURER.STAMPED CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FORREVIEW AND APPROVAL PRIOR TO START OF PRODUCTION.2. ALL WOOD TRUSSES SHALL BE BRACED IN ACCORDANCE WITH THE MANUFACTURER'SREQUIREMENTS AND IN ACCORDANCE WITH TRUSS PLATE INSTITUTE (TPI) PUBLICATION BCSI 2013FOR BRACING WOOD TRUSSES. PROPER BRACING OF WOOD TRUSSES DURING ERECTION IS THERESPONSIBILITY OF THE GENERAL CONTRACTOR.3. MINIMUM GRADE FOR ANY TRUSS MEMBER SHALL BE #2.4. WOOD TRUSS MANUFACTURER SHALL CLEARLY LABEL ALL COMPRESSION WEBS WHICH REQUIRELATERAL BRACING WITH RED TAGS OR PAINT. FAILURE TO LABEL WILL REQUIRE IN-PLACELABELING BY TRUSS MANUFACTURER.5. WOOD TRUSS MANUFACTURER SHALL MAINTAIN A MAXIMUM PANEL POINT SPACING OF 10 FT.UNLESS WRITTEN APPROVAL FOR A MODIFICATION IS RECEIVED FROM ENGINEER.6. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING DISTRIBUTED LOADS IN ADDITION TOANY LOADS FROM MECHANICAL EQUIPMENT AND SPRINKLER SYSTEMS:TOP CHORD SNOW LOAD - 42 PSF BALANCED*TOP CHORD DEAD LOAD - 10 PSFBOTTOM CHORD LIVE LOAD - 5 PSFBOTTOM CHORD DEAD LOAD - 10 PSF* CONSIDER UNBALANCED LOADING PER ASCE 7-10 AND DRIFTED SNOW IN MECHANICAL WELLS.7. FLOOR TRUSSES SHALL BE DESIGNED FOR:TOP CHORD LIVE LOAD - 40 PSFTOP CHORD DEAD LOAD - 17 PSFBOTTOM CHORD LIVE LOAD - 5 PSFBOTTOM CHORD DEAD LOAD - 10 PSF8. WOOD TRUSS LAYOUT DRAWINGS SHALL BE PREPARED ON 24"X36" SHEETS AND CLEARLY LABELALL TRUSSES AND CONNECTORS. SHOP DRAWINGS MUST INCLUDE THE FOLLOWINGINFORMATION: MEMBER SPECIES AND GRADE; MEMBER FORCES; MEMBER CSI RATIOS; ACTUAL DLAND LL DEFLECTIONS; REACTIONS; CONNECTOR PLATE REQUIREMENTS AND SIZES.9. OVERBUILD TRUSSES SHALL HAVE BOTTOM CHORDS BEVEL CUT TO MATCH THE SLOPE OF THESUPPORTING ROOF.10. ROOF AND FLOOR TRUSSES SHALL BE DESIGNED FOR A MAXIMUM LIVE LOAD DEFLECTIONCRITERIA OF L/480. FLOOR TRUSSES SHALL BE DESIGNED FOR A MAXIMUM TOTAL DEFLECTION OF1.25". SCISSOR TRUSS DESIGN LIVE LOAD HORIZONTAL DEFLECTION SHALL BE LIMITED TO 3/4".11. THE "MINIMUM" MEMBER SIZE USED IN ANY ROOF TRUSS SHALL BE A 2X4. FLOOR TRUSSES SHALLALSO USE A MINIMUM MEMBER SIZE OF 2X4 UNLESS APPROVED BY ENGINEER PRIOR TO BIDDING.THE MINIMUM "PLATE" SIZE USED ON ANY ROOF TRUSS CONNECTION SHALL BE 3"X4",REGARDLESS OF DESIGN REQUIREMENT.12. TRUSS MANUFACTURER SHALL BE ACCEPTABLE TO THE ENGINEER. CONTRACTOR SHALLQUALIFY MANUFACTURERS WITH ENGINEER PRIOR TO BIDDING.13. ERECTION BRACING OF WOOD TRUSSES IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.THIS IS MEANS AND METHODS. STRICTLY FOLLOW THE LATEST EDITION OF THE TPI PUBLICATIONBCSI AND TO WEB BRACING REQUIREMENTS SHOWN ON TRUSS SHOP DRAWINGS. CONSULTTRUSS MANUFACTURER OR INDEPENDENT ENGINEER IF FURTHER DESIGN ASSISTANCE ISNEEDED.14. ALL LATERAL BRACING INSTALLED ON COMPRESSION WEBS OF TRUSSES, AS DIRECTED BYMANUFACTURER, MUST HAVE CROSS BRACING INSTALLED ON SAME WEB PLANE AT INTERVALSSHOWN ON THESE DRAWINGS AND BCSI-B3 FIGURE B3-11. NOTE THAT CROSS BRACING ISREQUIRED FOR PERMANENT BRACING TO PREVENT WEBS FROM BUCKLING AS A GROUP. WHEREDIAGONAL BRACES CROSS, INTERRUPT ONE BRACE AND ADD A 4-FT. LONG 2X4 SPLICE OVER THEINTERRUPTED BRACE AND USE (8) 10d NAILS ON EACH SIDE. AS AN ALTERNATE, VEE OR CHEVRONBRACING CAN BE INSTALLED USING THE SAME QUANTITY OF DIAGONAL MEMBERS, WHICHELIMINATES THE NEED FOR THE SPLICE. IN THE EVENT THAT TEE-BRACING OR STRONGBACKSARE USED INSTEAD OF CONTINUOUS LATERAL BRACING, THE CROSS BRACING IS THEN ONLY ATEMPORARY ERECTION STABILITY REQUIREMENT. CONTINUOUS LATERAL BRACING MUST,HOWEVER, BE LOCATED ON TOP AND BOTTOM CHORDS ABOVE AND BELOW CROSS BRACING FORTEMPORARY CROSS BRACING TO BE EFFECTIVE.15. TRUSS MANUFACTURER SHALL ATTEMPT TO ALIGN ADJACENT TRUSS WEBS TO ALLOWINSTALLATION OF LATERAL BRACING. A MINIMUM OF 6 ADJACENT WEBS MUST ALIGN, OTHERWISEMANUFACTURER SHALL SPECIFY AND PROVIDE A DETAIL FOR TEE-BRACING.16. DO NOT USE HINGED FALSE TOP CHORDS WHERE PIGGYBACKS ARE REQUIRED FOR SHIPPINGHEIGHTS. USE PIGGYBACKS OVER 2X4 PURLINS AT 24" O/C WITH DIAGONAL BRACING APPLIED TOTHE TOP CHORD PLANE.SOIL BEARING1. PRESSURE TREATED LUMBER SHALL BE TREATED WITH AN ACQ PROCESS SUITABLE TO EXTERIOREXPOSED SERVICE. ACQ TREATMENT WITH AMMONIA IS NOT PERMITTED.2. USE PT SOUTHERN PINE LUMBER FOR ALL EXTERIOR FRAMING AND FOR SILL PLATES ONFOUNDATION WALLS AND INTERIOR SLABS ON GRADE.3. USE HOT DIPPED GALVANIZED ANCHOR BOLTS TO FASTEN PT PLATES TO FOUNDATION WALLS.USE STAINLESS STEEL OR OTHERWISE ACCEPTED CORROSION RESISTANT POWER ACTUATEDFASTENERS IN ALL PLATE TO SLAB CONNECTIONS. USE HOT DIP GALV. NAILS IN ALL FRAMINGCONNECTIONS TO PT.4. USE G185 GALVANIZED CONNECTORS (SIMPSON ZMAX OR EQUAL) AND HOT DIPPED GALVANIZEDNAILS (G185 OR EQ.) FOR ALL PT CONNECTIONS. USE STAINLESS STEEL CONNECTORS ANDSTAINLESS STEEL NAILS IN HIGHLY CORROSIVES AREAS SUCH AS OCEAN FRONT.5. FAILURE TO FOLLOW THESE NOTES MAY RESULT IN A RAPID CORROSION OF METAL FASTENERSAND CONNECTORS AND STRUCTURAL FAILURE.1. ALL FRAMING SHALL BE SPRUCE-PINE-FIR, NO. 1/NO.2 OR BETTER , UNLESS OTHERWISE NOTED ORSHOWN ON THE DRAWINGS. DESIGN VALUES MUST MEET OR EXCEED THE FOLLOWING: Fb = 875 PSI, Fv = 135 PSI, Fc (PARALLEL TO GRAIN) = 1150 PSI, E = 1,400,000 PSI.2. ALL TWO (2) INCH NOMINAL LUMBER SHALL BE SEASONED TO 19% MAXIMUM MOISTURE CONTENT.3. ALL LUMBER AND PLYWOOD SHALL BE GRADE-STAMPED BY THE APPROPRIATE MANUFACTURER'SASSOCIATION FOR THE APPROPRIATE USE.4. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, OR EARTH SHALL BE PRESSURE TREATEDSOUTHERN PINE.5. ALL FRAMING SHOULD BE CONSTRUCTED FOLLOWING ADVANCED FRAMING TECHNIQUES FORENERGY STAR COMPLIANCE. THE FRAMING CONTRACTOR SHALL OBTAIN AND BE FAMILIAR WITHTHE ADVANCED FRAMING METHODS AS PROMOTED THROUGH THE ENERGY STAR PROGRAM.6. ALL WOOD FRAMING SHALL BE BUILT PLUMB, LEVEL, SQUARE, AND TRUE WITH ADEQUATEBRACING AND CONNECTION HARDWARE TO ENSURE A RIGID STRUCTURE.7. FRAMING CONNECTIONS SHALL BE ACCURATELY CUT AND TIGHTLY FITTED AS NECESSITATED BYTHE CONDITIONS ENCOUNTERED TO PROVIDE FULL SURFACE CONTACT WITHOUT USE OF SHIMS.8. ALL WOOD SHEATHING SHALL BE APA RATED EXPOSURE 1, UNLESS NOTED OTHERWISE.SHEATHING SHALL BE ADEQUATELY SPACED AT JOINTS (1/8" TYP) AS RECOMMENDED BY THE APAFOR EXPANSION.9. ALL FLOOR SHEATHING SHALL BE 3/4" TONGUE AND GROOVE, GLUED AND NAILED, UNLESSOTHERWISE NOTED. SEE NOTE #7 FOR APA RATING.10. ALL SHEATHING SHALL BE LAID WITH LONG DIMENSIONS PERPENDICULAR TO SUPPORTS AND BECONTINUOUS OVER TWO OR MORE SUPPORTS. STAGGER ALL JOINTS.11. ALL SHEATHING SHALL BE NAILED 6" ON CENTER AT SUPPORTED PANEL EDGES AND AT 10" ONCENTER AT INTERMEDIATE SUPPORTS, UNLESS OTHERWISE SHOWN OR NOTED (SPECIFIC SHEARWALLS & DIAPHRAGMS). FASTENERS MUST NOT BE OVERDRIVEN; HEADS SHOULD BE FLUSH WITHFACE OF SHEATHING.12. SEE PLAN FOR DOOR AND WINDOW HEADER SIZES.13. ALL HEADERS OVER SIX (6) FEET IN LENGTH SHALL BEAR ON DOUBLE STUD POSTS AS A MINIMUM,UNLESS OTHERWISE NOTED ON THE DRAWINGS.14. SIMPSON CONSTRUCTION HARDWARE (OR APPROVED EQUAL) SHALL BE FASTENED ACCORDINGTO THE MANUFACTURER'S SPECIFICATIONS AND NAILING SCHEDULE. THE GENERALCONTRACTOR MUST BE FAMILIAR WITH, AND HAVE THE APPROPRIATE PRODUCT CATALOGS ONSITE.A. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THESIMPSON CATALOG. INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISHMAY CAUSE THE CONNECTION TO FAIL. 16d FASTENERS ARE COMMON NAILS (8 GAGE X3-1/2") AND CANNOT BE REPLACED WITH 16d SINKERS (9 GAGE X 3-1/4") UNLESS OTHERWISESPECIFIED.B. BOLT HOLES SHALL BE A MINIMUM OF 1/32" AND A MAXIMUM OF 1/16" LARGER THAN THEBOLT DIAMETER (PER THE 2015 NDS, SECTION 12.1.3.2).C. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION.D. PNEUMATIC NAILERS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE CORRECTQUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED IN THE NAIL HOLES. TOOLS WITHNAIL HOLE-LOCATING MECHANISMS SHOULD BE USED. FOLLOW THE MANUFACTURER'SINSTRUCTIONS AND USE THE APPROPRIATE SAFETY EQUIPMENT.E. JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT AND THE GAP BETWEEN THEJOIST AND THE HEADER SHALL NOT EXCEED 1/8".14. BEAMS NOTED AS "LVL" SHALL BE "VERSA-LAM" AS MANUFACTURED BY BOISE CASCADE(E=2,000,000 PSI, Fb=3100 PSI). VERSA-LAM PRODUCTS SHALL BE PROPERLY STORED ANDPROTECTED FROM WATER DAMAGE DURING CONSTRUCTION.15. COLUMNS NOTED AS "LVL" SHALL BE "VERSA-LAM" AS MANUFACTURED BY BOISE CASCADE(E=1,800,000 PSI, Fb=2750 PSI, Fc=3000 PSI). VERSA-LAM PRODUCTS SHALL BE PROPERLY STOREDAND PROTECTED FROM WATER DAMAGE DURING CONSTRUCTION.16. UNLESS NOTED OTHERWISE, MINIMUM FASTENING OF WOOD MEMBERS SHALL CONFORM TOTABLE 2304.10.1 OF THE IBC.17. ALL POSTS SHALL CONTINUE TO THE FOUNDATION. UNLESS OTHERWISE INDICATED, INSTALLSOLID BLOCKING WITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.WOOD FRAMING1. ALL REINFORCING SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60.2. WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF ASTMA1064. USE FLAT SHEETS ONLY.3. ALL REINFORCING SHALL BE DETAILED IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL.4. WHERE CONTINUOUS BARS ARE REQUIRED, THEY SHALL RUN CONTINUOUSLY AROUND CORNERS,LAP AT NECESSARY SPLICES, AND SPLICES SHALL BE STAGGERED AND HOOKED ATDISCONTINUOUS ENDS. LAP LENGTHS SHALL BE AS SHOWN OR NOTED ON THE DRAWINGS. IFLAP/SPLICE LENGTHS ARE NOT INDICATED FOLLOW ACI STANDARDS.SLAB-ON-GRADE CONTROL JOINTSREINFORCING STEELCAST-IN-PLACE-CONCRETEGENERALWOOD TRUSSES1. SLAB CONTROL JOINTS SHALL BE SAW CUT IMMEDIATELY AFTER FINISHING. JOINT DEPTH SHALLBE A MINIMUM 1/4 OF THE THICKNESS OF THE SLAB.2. JOINTS ARE SPACED TO CONTROL THE LOCATION OF CRACKS THAT MAY OCCUR DUE TO CURINGSHRINKAGE AND THE THERMAL MOVEMENT OF CONCRETE. WELDED WIRE FABRIC DOES NOTINHIBIT CRACKING, BUT HOLDS CONCRETE TIGHTLY TOGETHER AFTER CRACKING HASOCCURRED. IN ORDER TO BETTER CONTROL RANDOM CRACKING OF CONCRETE THE FOLLOWINGMEASURES ARE RECOMMENDED:A. SUPPLY A WELL COMPACTED AND CONSISTENT SUBGRADE.B. LIMIT THE VOLUME OF WATER IN THE MIX.C. SUPPLY ADEQUATE CURING MEASURES. WET CURE OR USE CURING SEALERS.D. LIMIT JOINT SPACING TO 2 TIMES THE SLAB THICKNESS IN FEET.3. SLAB CURLING IS A PROBLEM WHICH HAS BECOME MORE PREVALENT WITH HIGH STRENGTHCONCRETE. THE FOLLOWING MEASURES IN ADDITION TO THOSE STATED ABOVE ARERECOMMENDED TO LIMIT CURLING OF CONCRETE SLABS-ON-GRADE:A. CURE THE SLAB PROPERLY.B. USE HIGHER QUANTITY OF COARSE AGGREGATES IN THE MIX.C. USE A LOWER AMOUNT OF CEMENT.DESIGN LOADS+33.6/-36.4 +33.6/-45.0+19.3/-30.7 +19.3/-53.5 +19.3/-79.0ZONEPRESSURE (PSF)(ULTIMATE)1ROOF23WALL451. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONALBUILDING CODE TO SUPPORT THE DEAD LOADS OF THE VARIOUS STRUCTURAL ANDARCHITECTURAL SYSTEMS AND THE FOLLOWING MINIMUM LIVE LOADS:UNIFORMLY DISTRIBUTED LIVE LOADSRESIDENTIAL - MULTIFAMILY DWELLINGSPRIVATE ROOMS AND CORRIDORS SERVING THEM 40 PSFPUBLIC ROOMS AND CORRIDORS SERVING THEM 100 PSFSNOWBASIC GROUND SNOW LOAD Pg = 50 PSFFLAT ROOF SNOW LOAD Pf = 38.5 PSF (SEE WOOD TRUSSES)SNOW EXPOSURE FACTOR Ce = 1.0THERMAL FACTOR Ct = 1.1LOAD IMPORTANCE FACTOR Is= 1.0WINDVult WIND SPEED 127 MPHVasd WIND SPEED 100 MPHEXPOSURE BIMPORTANCE FACTOR IW = 1.0INTERNAL PRESSURE COEFFICIENT GCpi = +/- 0.18ULTIMATE WIND PRESSURE ON WALL COMPONENTS AND CLADDINGEFFECTIVE WIND AREA = 10 SF*MULTIPLY PRESSURES BY 0.6 FACTOR FOR ASD PRESSURESEISMICSITE CLASS CSEISMIC DESIGN CATEGORY BRISK CATEGORY IIBASIC SEISMIC-FORCE-RESISTING SYSTEM:LIGHT-FRAMED WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE (R = 612)ANALYSIS FORCE PROCEDURE = EQUIVALENT LATERAL FORCEMAPPED SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS Ss = 0.24MAPPED SPECTRAL RESPONSE ACCELERATION AT 1s PERIOD S1 = 0.073DESIGN SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS SDs = 0.192DESIGN SPECTRAL RESPONSE ACCELERATION AT 1s PERIOD SD1 = 0.083IMPORTANCE FACTOR Ie = 1.0SEISMIC RESPONSE COEFFICIENT Cs = 0.031. ALL FOOTINGS SHALL BE CARRIED DOWN TO REST ON UNDISTURBED SOIL OR SHALL BEAR ONSTRUCTURAL FILL COMPACTED IN 12" LAYERS TO 95% COMPACTION. THE UNDERLYING SOILS ANDTHE STRUCTURAL FILL SHALL HAVE A MINIMUM SAFE LOAD BEARING CAPACITY OF 4000 PSF.2. REMOVE ALL EXISTING TOPSOIL, PAVEMENT, ORGANIC MATERIALS, AND OTHER SOIL THAT APPEARSTO BE UNSUITABLE PRIOR TO PREPARING THE FOOTING SUBGRADE.3. IF ANY ADVERSE SOIL CONDITIONS ARE ENCOUNTERED WHICH EXTEND BELOW FOOTING LEVEL,SUCH AS THOSE LISTED ABOVE, THE GENERAL CONTRACTOR SHALL CONTACT THE GEOTECHNICALENGINEER IMMEDIATELY FOR DETERMINATION OF HOW TO REMEDY THE CONDITION BEFORECONTINUATION OF THE WORK.4. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. ALL EXTERIORCONSTRUCTION SHALL BE CARRIED DOWN TO A MINIMUM OF FOUR (4) FEET BELOW FINISHED,ADJACENT EXTERIOR GRADE.5. REFER TO GEOTECHNICAL REPORT BY MILLER ENGINEERING & TESTING INC. DATED MARCH 20, 2019FOR ALL INFORMATION REGARDING EXCAVATION, BACKFILL, STRUCTURAL FILL, SUBGRADEPREPARATION, ETC. IF ANY CONTRADICTING INFORMATION IS FOUND BETWEEN GEOTECHNICALREPORT AND STRUCTURAL DRAWINGS, GEOTECHNICAL REPORT SHALL GOVERN.1. STRUCTURAL STEEL WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE 2015 INTERNATIONALBUILDING CODE.2. STRUCTURAL STEEL WORK SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL STEELBUILDINGS (ANSI/AISC 360-10)", "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS (ANSI/AISC303-16)", AND "STRUCTURAL WELDING CODE (AWS D1.1 2015)".3. STRUCTURAL STEEL SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING:A. ROLLED SHAPES AND PLATES - ASTM A36 (EXCEPT AS NOTED BELOW)B. WIDE FLANGE SHAPES - ASTM A992, 50 KSIC. STRUCTURAL TUBES - ASTM A500, GRADE BD. ANCHOR RODS - ASTM F1554 GRADE 36 (HEADED BOLTS)4. ALL BOLTED CONNECTIONS SHALL USE NEW BOLTS. SLIP-CRITICAL BOLTS ARE PROHIBITED FROMALL CONNECTIONS. SLOTTED BOLT HOLES ARE NOT PERMITTED AT BRACED FRAMECONNECTIONS. ALL BOLTS SHALL BE INSTALLED AS BEARING TO A 'SNUG-TIGHTENED' CONDITION,UNLESS NOTED OTHERWISE ON THE DRAWINGS. ALL BOLTED CONNECTIONS SHALL BEDESIGNED, FABRICATED, AND INSTALLED IN COMPLIANCE WITH RCSC "SPECIFICATION FORSTRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS", DATED AUGUST 1, 2014.5. VOIDS BENEATH COLUMN BASE PLATES SHALL BE DRY PACKED WITH NON-SHRINKCONSTRUCTION GROUT BEFORE APPLICATION OF LOADS.6. WELDED CONNECTIONS SHALL BE MADE BY AWS QUALIFIED WELDERS USING FILLER MATERIALCONFORMING TO E70XX, LOW HYDROGEN.7. PROVIDE TEMPORARY ERECTION BRACING TO HOLD STRUCTURAL STEEL FRAMING SECURELY INPLACE. MAINTAIN BRACING UNTIL ROOF DECK AND PERMANENT LATERAL BRACING ARE FULLYINSTALLED. BRACING REQUIREMENTS ARE NOT PROVIDED BY THE E.O.R.8. STRUCTURAL STEEL SHALL BE TRUE AND PLUMB BEFORE CONNECTIONS ARE FINALLY BOLTED ORWELDED.9. FIELD CUTTING OF STRUCTURAL STEEL OR ANY MODIFICATIONS SHALL NOT BE MADE WITHOUTAPPROVAL BY ENGINEER.10. ALL CONNECTIONS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER RETAINED BY THEFABRICATOR. SHOP DRAWINGS AND STAMPED CALCULATIONS SHALL BE SUBMITTED TO THEENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. FABRICATOR'S ENGINEER SHALLBE LICENSED IN THE STATE THE PROJECT IS LOCATED, AND CARRY PROFESSIONAL LIABILITYINSURANCE WITH A MINIMUM PER INCIDENT AND ANNUAL COVERAGE OF $1,000,000.11. ALL STEEL THAT WILL BE FIREPROOFED SHALL NOT BE PRIMED. REFER TO ARCHITECTURALDRAWINGS FOR FIREPROOFING LOCATIONS AND REQUIREMENTS. ALL OTHER STRUCTURALSTEEL SHALL RECEIVE ONE (1) SHOP COAT OF RUST INHIBITIVE PRIMER, UNLESS WAIVED BYOWNER.12. THE STEEL FABRICATOR SHALL BE AISC CERTIFIED, OR BE ABLE TO DEMONSTRATE TO THEENGINEER'S SATISFACTION THAT ALL AISC PROCEDURES FOR FABRICATION, QUALITY CONTROL,AND RECORD KEEPING ARE STRICTLY ADHERED TO. THE ENGINEER SHALL DETERMINE IFFABRICATOR QUALIFICATIONS ARE ACCEPTABLE.13. SHOP DRAWINGS SHALL BE PREPARED BY FABRICATOR. COPIES OF STRUCTURAL DRAWINGS ARENOT ACCEPTABLE.14. THE TESTING AGENCY (TO BE APPROVED BY JSN ASSOCIATES, LLC) MUST PERFORM A VISUALINSPECTION OF ALL SHOP AND FIELD WELDS. ADDITIONALLY, ALL SHOP AND FIELD FILLET ANDPARTIAL PENETRATION WELDS MUST BE SPOT TESTED AT A RATE OF ONE TEST PER MEMBERUSING THE MAGNETIC PARTICLE METHOD. ONE HUNDRED PERCENT (100%) OF ALL FIELD ANDSHOP FULL PENETRATION WELDS MUST BE TESTED USING THE ULTRASONIC METHOD.15. ALL HSS COLUMNS SHALL BE SEALED TO PREVENT WATER PENETRATION DURING CONSTRUCTIONOR DURING SERVICE AND SHALL BE PROVIDED WITH A DRAIN HOLE NEAR THE BASE ON SIDE OFCOLUMN.STRUCTURAL STEELREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSN.0GENERAL NOTES
x FASTEN BRACES TO EACH TRUSS WITH(2) 16d NAILS (MIN.)x REFER TO TRUSS PLATE INSTITUTE (TPI)BCSI 2008 SUMMARY SHEET FORERECTION BRACING REQUIREMENTS.x BEVEL CUT BOTTOM CHORD OFOVERBUILD TRUSSES TO MATCH ROOFSLOPE.10' MAX.10' MAX.20' MAX. SPACE BETWEEN DIAGONALS10' MAX.10' MAX.3. CONNECTIONSREVIEW GEOMETRY FOR COMPLIANCE WITHTHE STRUCTURAL CONSTRUCTIONDOCUMENTS. CONDUCT REVIEW WHENREINFORCING STEEL INSTALLATION IS BEINGREVIEWED.OBTAIN ONE SET OF (4) STANDARDCYLINDERS FOR EACH COMPRESSIVESTRENGTH TEST. TEST ONE SPECIMEN AT7-DAYS, (2) AT 28-DAYS, AND RETAIN ONE INRESERVE FOR LATER TESTING IF REQUIRED.IN COLD WEATHER, TEST CYLINDERS SHALLBE FIELD CURED. ADDITIONAL CYLINDERSSHALL BE TAKEN AND LABORATORY CUREDPER ACI REQUIREMENTS.TESTING FREQUENCY: (1) COMPRESSIVESTRENGTH TEST SHOULD BE PERFORMEDFOR EACH DAY'S POUR EXCEEDING 5 CU. YDS.AND (1) ADD'L SET FOR EACH 50 CU. YDS.MORE THAN THE FIRST 25 CU. YDS.45°±TRUSS BRACING 3-D VIEW20' MAX. SPACE BETWEEN DIAGONALS3CONTINUOUS WEBBRACINGLAP BRACING OVER(2) TRUSSES MIN.CONTINUOUS BOTTOMCHORD BRACINGDIAGONAL BOTTOMCHORD BRACINGSHOP DRAWINGS WILL INDICATELOCATION OF REQUIRED WEBBRACING - TRUSSES MUSTBE TAGGED BY FABRICATORWEB BRACING DIAGONALS. ALL LATERAL BRACINGINSTALLED ON COMPRESSION WEBS OF TRUSSES, ASDIRECTED BY MANUFACTURER, MUST HAVE DIAGONALBRACING INSTALLED ON SAME WEB PLANE AT INTERVALSSHOWN ON THESE DRAWINGS AND BCSI-B3 FIGURE B3-11.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.BTRUSS ELEVATIONSEE SHOP DRAWINGSxTHE FOLLOWING DIAGRAMS ILLUSTRATE SOME OF THE REQUIRED BRACING FOR ROOFTRUSSES. THE DIAGRAMS ARE NOT REPRESENTATIVE OF THE PARTICULAR DETAILS OFTHIS PROJECT, SUCH AS ROOF SLOPE, WEB LOCATIONS, OVERHANGS, ETC.x REFER TO ROOF FRAMING DRAWINGS AND THE TRUSS MANUFACTURER'S SHOPDRAWINGS FOR SPECIFIC LOCATIONS OF OTHER REQUIRED BRACING.TYPICAL WOOD TRUSS BRACING DIAGRAMSNOTE: TOP CHORD TEMPORARYBRACING IS SIMILAR TO THIS DIAGRAMBUT HAS STRICTER BRACINGREQUIREMENTS.SEE BCSI 2008 FOR DETAILS.CONTRACTOR SHALL BE FAMILIAR WITH AND STRICTLY ADHERE TOPUBLICATION BCSI 2008 SUMMARY SHEETS WHICH ARE TYPICALLY DELIVEREDWITH TRUSS PACKAGE.PLEASE NOTE THAT COMPRESSION WEB BRACING REQUIREMENTS ARESHOWN ONLY ON THE TRUSS "SHOP" DRAWINGS WHICH ARE ALSO DELIVEREDWITH TRUSSES.CONTINUOUS LATERAL BOTTOM CHORD BRACINGAT MAX. 10' O.C. (SEE PLAN BELOW). LOCATEBRACES NEXT TO WEB / CHORD JOINT. - SEE TRUSSSHOP DRAWINGS FOR POSSIBLE TIGHTER SPACINGREQUIREMENT.TEMPORARILY BRACE TOP CHORDS ASREQUIRED PRIOR TO SHEATHING.PLYWOOD OR O.S.B.ROOF SHEATHINGCONTINUOUS WEB BRACING ASREQUIRED BY TRUSS MANUFACTURER-REFER TO TRUSS SHOP DRAWINGS. LAPBRACING SPLICES ONE TRUSS BAY (MIN.)PROJECT:150 PRESIDENTIAL WAY, WOBURN, MASSACHUSETTSTRADERS WAYSCHEDULE OF SPECIAL INSPECTIONS OWNERS ADDRESS:ARCHITECT OF RECORD (AOR):SEISMIC DESIGN CATEGORY:THE QUALIFICATIONS OF ALL PERSONNEL PERFORMING SPECIAL INSPECTION ACTIVITIES ARESUBJECT TO THE APPROVAL OF THE BUILDING OFFICIAL. THE CREDENTIALS OF ALLINSPECTORS AND TESTING TECHNICIANS SHALL BE PROVIDED IF REQUESTED.IT IS RECOMMENDED THAT THE PERSON ADMINISTERING THE SPECIAL INSPECTIONSPROGRAM BE A PROFESSIONAL ENGINEER EXPERIENCED IN THE DESIGN OF BUILDINGS.VERIFY THAT THE FABRICATOR MAINTAINSDETAILED FABRICATION AND QUALITYCONTROL PROCEDURES WHICH CONFORM TOTHE REQUIREMENTS OF THE TRUSS PLATEINSTITUTE (TPI) AND WOOD TRUSS COUNCILOF AMERICA (WTCA).LOCATION:STRUCTURAL ENGINEER OF RECORD (SER):OWNER:NOTE: THE INSPECTION AND TESTING AGENT SHALL BE ENGAGED BY THE OWNER OR THEOWNER'S AGENT, AND NOT BY THE CONTRACTOR OR SUBCONTRACTOR WHOSE WORK IS TOBE INSPECTED OR TESTED. ANY CONFLICT OF INTEREST MUST BE DISCLOSED TO THEBUILDING OFFICIAL, PRIOR TO COMMENCING WORK.* THE SPECIAL INSPECTOR IS GENERALLY AN EMPLOYEE OF THE TESTING AND GEOTECHNICALCOMPANY.THE FOLLOWING TABLES COMPRISE THE REQUIRED SCHEDULE OF SPECIAL INSPECTIONS FORTHIS PROJECT. THE CONSTRUCTION DIVISIONS WHICH REQUIRE SPECIAL INSPECTIONS FORTHIS PROJECT ARE AS FOLLOW:SOILS AND FOUNDATIONSCAST-IN-PLACE CONCRETEWOOD CONSTRUCTIONSTRUCTURAL STEELSALEM, MASSACHUSETTSQUALIFICATIONS OF INSPECTORS AND TESTING TECHNICIANSTRADERS WAY, LLCSCHEDULE OF SPECIAL INSPECTION SERVICESBBASIC WIND SPEED: 127 MPH (ULTIMATE)WIND EXPOSURE CATEGORY:3REVIEW SPECIES AND GRADES OF LUMBERUSED TO ENSURE CONFORMANCE WITHCONSTRUCTION DOCUMENTS. REVIEW TRUSSMEMBERS TO ENSURE CONFORMANCE WITHTRUSS ENGINEERING AND SHOP DRAWINGS.WOOD CONSTRUCTION1. TRUSS FABRICATORCERTIFICATION/QUALITYCONTROL PROCEDURES34. FRAMING DETAILS2. MATERIAL GRADINGVERIFY THAT ROOF TRUSS AND OTHER WOODFRAME CONNECTIONS COMPLY WITHCONSTRUCTION DOCUMENTS AND SHOPDRAWINGS.5. OTHER33VERIFY THAT THE FRAMING CONFIGURATIONAND ALIGNMENT OF WALL FRAMING BELOWFLOOR AND ROOF FRAMING IS AS SPECIFIEDON THE CONSTRUCTION DOCUMENTS.VERIFY PERMANENT TRUSS BRACING TOCONFORM WITH PROJECT REQUIREMENTS.THIS STATEMENT OF SPECIAL INSPECTIONS IS SUBMITTED AS A CONDITION FOR PERMITISSUANCE IN ACCORDANCE WITH THE SPECIAL INSPECTION REQUIREMENTS OF THE 2009INTERNATIONAL BUILDING CODE. IT INCLUDES A SCHEDULE OF SPECIAL INSPECTION SERVICESAPPLICABLE TO THIS PROJECT AS WELL AS THE NAME OF SPECIAL INSPECTORS AND THEIDENTITY OF OTHER APPROVED AGENCIES INTENDED TO BE RETAINED FOR CONDUCTINGTHESE SERVICES.THE SPECIAL INSPECTOR SHALL KEEP RECORDS OF ALL INSPECTIONS AND SHALL FURNISHINSPECTION REPORTS TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER, AND ARCHITECTOF RECORD. DISCOVERED DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATEATTENTION OF THE CONTRACTOR.A FINAL REPORT OF SPECIAL INSPECTIONS BY THE SPECIAL INSPECTOR(S) DOCUMENTINGCOMPLETION OF ALL REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANYDISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED PRIOR TO ISSUANCE OF ACERTIFICATE OF USE AND OCCUPANCY.THE SPECIAL INSPECTOR, WHO IS GENERALLY EMPLOYED BY THE PRIMARY TESTING AGENCY,MAY USE VARIOUS INSPECTORS WHO ARE FAMILIAR WITH EACH CATEGORY OF WORK. IFSPECIAL INSPECTIONS ARE ALSO PERFORMED BY AGENTS WHO ARE NOT EMPLOYED BY THEPRIMARY TESTING AGENCY, EACH OF THESE ADDITIONAL SPECIAL INSPECTORS SHALL ISSUEA FINAL REPORT FOR THEIR CATEGORY OF INSPECTION. ONLY AFTER THE FINAL REPORT(S)HAS(HAVE) BEEN ISSUED BY THE SPECIAL INSPECTOR(S) CAN THE ARCHITECT AND EOR ISSUEFINAL AFFIDAVITS FOR THE PROJECT COMPLETION.JOB SITE SAFETY AND MEANS AND METHODS OF CONSTRUCTION ARE SOLELY THERESPONSIBILITY OF THE CONTRACTOR.VERIFY THAT FASTENING OF ALL LATERALLOAD RESISTING ELEMENTS SUCH AS SHEARWALLS AND DIAPHRAGMS ARE INCONFORMANCE WITH THE CONSTRUCTIONDOCUMENTS.1. MIX DESIGN3. REINFORCEMENTINSTALLATION2. MATERIAL CERTIFICATIONCAST-IN-PLACE CONCRETE3 REVIEW FOR COMPLIANCE WITHCONSTRUCTION DOCUMENTS.REVIEW THE INSTALLATION OF THEREINFORCING STEEL FOR COMPLIANCE WITHTHE CONSTRUCTION DOCUMENTS AND THEAPPROVED SHOP DRAWINGS. REVIEW FOR25% OF FOOTINGS, 50% OF FROST WALLSAND 100% OF RETAINING WALLS AND PIERS.36. FORMWORK GEOMETRY11INSPECT THE PLACEMENT OF CONCRETE FORCONFORMANCE WITH THE CONSTRUCTIONDOCUMENTS. TEST SLUMP ANDTEMPERATURE OF EACH BATCH. TEST AIRCONTENT WHEN COMPRESSIVE STRENGTHTEST SPECIMENS ARE MOLDED.17. CONCRETE PLACEMENT18. EVALUATION OF CONCRETESTRENGTH19. CURING AND PLACEMENTREVIEW FOR COMPLIANCE WITHCONSTRUCTION DOCUMENTS.4. CAST-IN-PLACE ANCHORSVERIFY THE CONCRETE IS ADEQUATELYPROTECTED UNDER HOT AND COLD WEATHERCONDITIONS AS INDICATED IN THE CONCRETESPECIFICATIONS. VERIFY THAT SLABS ARECURED IN ACCORDANCE WITH ACIRECOMMENDED STANDARD PROCEDURES.5. ANCHORS INSTALLED INHARDENED CONCRETEVISUALLY INSPECT ANCHORS PRIOR TOINSTALLATION. VERIFY THAT THE SIZE,PLACEMENT, AND EMBEDMENT ARE INACCORDANCE WITH THE CONSTRUCTIONDOCUMENTS. VERIFY THAT THEINSTALLATION PROCEDURE IS INACCORDANCE WITH THE MANUFACTURER'SPUBLISHED INSTALLATION INSTRUCTIONS.11VISUALLY INSPECT CAST-IN ANCHORS PRIORTO CONCRETE PLACEMENT. VERIFYLOCATION OF ANCHORS IS IN ACCORDANCEWITH CONSTRUCTION DOCUMENTS, ANDEDGE DISTANCE AND SPACINGREQUIREMENTS ARE MET. VERIFY THECORRECT ANCHOR SIZE, TYPE, ANDEMBEDMENT IS USED.INSPECTION AGENTSFIRMADDRESSTBD1. SPECIAL INSPECTOR*2. TESTING LABORATORYTBDJSN ASSOCIATES, LLCTBD3. STRUCTURAL ENGINEERTBDONE AUTUMN STREETPORTSMOUTH, NH 03801(603) 433-86391. VERIFY SPF#2 OR BETTER IS USED FOR ALL STRUCTURAL FRAMING.2. VERIFY HEADER AND JAMB SIZES PER SCHEDULE.3. VERIFY HANGER SIZES AND CORRECT FASTENERS AS WELL AS CORRECTCOATING FOR EXTERIOR ENVIRONMENT.4. VERIFY LOCATIONS OF POSTS IN WALLS ARE ALIGNED TOP AND BOTTOM (MAYREQUIRE HOLES DRILLED IN FLOOR SHEATHING TO MEASURE) AND VERIFYSOLID BLOCKING OCCURS WITHIN TRUSS PLENUM AT "POST" LOCATIONS.5. SHEAR WALLS: VERIFY BLOCKING IS INSTALLED AND ALL FASTENING PATTERNSAND FASTENER SIZES ARE CORRECT. VERIFY TIE-DOWNS PROPERLYINSTALLED WHERE SPECIFIED.6. FLOOR TRUSSES: VERIFY STRONG BACKS ARE INSTALLED7. VERIFY ALIGNMENT OF STUDS AND TRUSSES IF REQUIRED.8. ROOF TRUSSES: LATERAL COMPRESSION WEB BRACING MUST BE INSTALLEDPER TRUSS MANUFACTURER. WEBS SHOULD BE PRE-MARKED BYMANUFACTURER. AT ALL LOCATIONS OF LATERAL COMPRESSION WEBBRACING, DIAGONAL BRACING IS REQUIRED ON THE SAME WEB PLANE AT MAX20' INTERVALS (SEE SHEET SN.1) - VERIFY9. VERIFY GABLE END TRUSS BRACING IS COMPLETE PER DETAILS.10. VERIFY TRUSS TIES ARE INSTALLED.11. VERIFY SHEATHING NAILING IS NOT OVERDRIVEN MORE THAN 1/8" INTO PANEL.WOOD FRAMING CHECKLIST1. SHALLOW FOUNDATIONS 1 VERIFY THAT UNSUITABLE BEARINGMATERIALS ARE REMOVED. VERIFY THE SOILLOAD-BEARING CAPACITY COINCIDES WITHTHAT IDENTIFIED IN THE CONSTRUCTIONDOCUMENTS.2. CONTROLLEDSTRUCTURAL FILLINSPECT COMPACTED FILL OPERATIONS TOVERIFY THE FILL MATERIAL, LIFT HEIGHTS,AND LEVEL OF COMPACTION ARE INCONFORMANCE WITH THE REQUIREMENTSOF CONSTRUCTION.SOILS AND FOUNDATIONS1JEFFREY S. NAWROCKI, P.E.R.A. SCHAEFER, ARCHITECT2. MATERIAL CERTIFICATION5. SHEAR CONNECTORS4. WELDING3. BOLTING1. FABRICATORCERTIFICATION/QUALITYCONTROL PROCEDURES6. STRUCTURAL DETAILSVERIFY THAT THE FABRICATOR MAINTAINSDETAILED FABRICATION AND QUALITYCONTROL PROCEDURES WHICH CONFORMTO THE REQUIREMENTS OF THE AMERICANINSTITUTE OF STEEL CONSTRUCTION'SQUALITY CERTIFICATION PROGRAM. AISCCERTIFICATION SATISFIES THIS.REVIEW MILL CERTIFICATES FOR PLATES ANDSHAPES. REVIEW BOLT MANUFACTURER'SCERTIFICATES OF COMPLIANCE FORHIGH-STRENGTH BOLTS. REVIEW WELDMANUFACTURER'S CERTIFICATE OFCOMPLIANCE FOR WELD FILLER MATERIAL.INSPECT INSTALLATION OF HIGH-STRENGTHBOLTS FOR CONFORMANCE WITH THE"SPECIFICATION FOR STRUCTURAL JOINTSUSING ASTM A325 OR A490 BOLTS" BY THERESEARCH COUNCIL ON STRUCTURAL BOLTS,AND THE CONSTRUCTION DOCUMENTS.PERFORM VISUAL INSPECTION OF ALLWELDS IN ACCORDANCE WITH AWS D1.1.SUBMIT WELDER QUALIFICATIONSTATEMENTS. ADDITIONALLY, THE TESTINGAGENCY (TO BE APPROVED BY JSNASSOCIATES, LLC) MUST PERFORM A VISUALINSPECTION OF ALL FIELD WELDS. MULTIPASS WELDS OR WELDS GREATER THAN5/16" MUST BE SPOT TESTED AT A RATE OFONE TEST PER MEMBER USING THEMAGNETIC PARTICLE METHOD. ONEHUNDRED PERCENT (100%) OF ALL FIELDAND SHOP FULL PENETRATION WELDS MUSTBE TESTED USING THE ULTRASONICMETHOD.INSPECT SIZE, NUMBER, POSITIONING ANDWELDING OF SHEAR CONNECTORS.INSPECT STUDS FOR FULL 360 DEGREEFLASH. RING TEST ALL SHEARCONNECTORS WITH A 3 LB HAMMER. BENDTEST ALL QUESTIONABLE STUDS TO 15DEGREES.(1) VERIFY THAT THE GENERAL GEOMETRY OFTHE ERECTED STEEL FRAME CONFORMS TOTHE CONSTRUCTION DOCUMENTS ANDAPPROVED SHOP DRAWINGS. (3) RANDOMREVIEW.7. METAL DECK INSPECT WELDING AND SIDE-LAPFASTENING OF METAL ROOF AND FLOORDECK. VERIFY SIZE AND QUANTITY OFFASTENERS FOR CONFORMANCE WITHCONSTRUCTION DOCUMENTS.FREQUENCY: 100% OF FASTENINGPATTERNS. SPOT CHECK 10% OF ALLWORK FOR SIZE AND TYPE OF FASTENERS.ITEMAGENT NO. SCOPE1STRUCTURAL STEEL111, 3N.A.N.A.1ITEMAGENT NO. SCOPEITEMAGENT NO. SCOPEITEMAGENT NO. SCOPEMINIMUM DESIGN REACTION SCHEDULE(FOR BEAM REACTIONS NOT SHOWN ON PLANS OR DETAILS)NOTE: UNLESS REACTIONS ARE NOTED ON PLANS, BEAM CONNECTIONS SHALL BE DESIGNED FORTHESE REACTIONS AND PROVIDED WITH THESE MINIMUM BOLT QUANTITIES. FABRICATOR SHALLPROVIDE SHOP DRAWINGS INDICATING THE PROVIDED CAPACITY OF ALL TYPICAL CONNECTIONS.TABLE ASSUMPTIONS:- LEAST WEB THICKNESS FOR BEAM DEPTH SERIES- 38" 36 KSI SINGLE SHEAR PLATE OR 5/16" 36KSI DOUBLE ANGLES- 34" DIA. A325 BOLTS W/THREADS INCLUDED- STANDARD SIZE BOLT HOLES- BEAM COPED TOP AND BOTTOM- DISTANCE FROM END OF BEAM TO CENTER OF BOLT HOLES: Leh = 112" MINIMUM- DISTANCE FROM TOP OF COPED WEB TO CENTER OF FIRST BOLT HOLE: Lev = 114" MINIMUMNOTE: DO NOT USE "SPECIAL" ECCENTRIC CONNECTIONSW216W36W27W33W309W2481077MINIMUM NUMBER OFBOLTSW16W18W12W8BEAM5342DOUBLE ANGLE TOBEAM63.6 KIPS103.0 KIPS95.4 KIPS84.8 KIPS74.2 KIPS74.2 KIPSSHEAR TAB TOCOLUMN53.0 KIPS39.0 KIPS23.0 KIPS12.4 KIPSW14W103226.4 KIPS151.3 KIPS13.8 KIPS83.6 KIPS205.0 KIPS110.6 KIPS185.0 KIPS128.8 KIPS39.0 KIPS59.1 KIPS12.4 KIPS23.0 KIPS26.4 KIPS13.8 KIPS2. FIRE PROOFING1. FIRE STOPPING VERIFY THAT THROUGH-PENETRATIONS,MEMBRANE PENETRATION FIRESTOPS,FIRE-RESISTANT JOINT SYSTEMS ANDPERIMETER FIRE BARRIER SYSTEMS ARE INCONFORMANCE WITH THE CONSTRUCTIONDOCUMENTS. PROVIDE VISUAL INSPECTIONSDURING THE ROUGH AND FINAL INSPECTIONS.WHEN NECESSARY OR REQUIRED, PROVIDEDESTRUCTIVE EVALUATION AS REQUIREDFOR THE GIVEN TYPE OF FIRESTOP SYSTEM.VERIFY THAT SPRAYED FIRE-RESISTANTMATERIALS ARE IN CONFORMANCE WITHTHE CONSTRUCTION DOCUMENTS. THETEST SHALL BE BASED ON SAMPLINGS FROMSPECIFIC STRUCTURAL MEMBERS. SPECIALINSPECTIONS SHALL OCCUR AFTER MEPROUGH-IN AND THE SUSPEND CEILINGSYSTEM INSTALLATIONS.ITEMAGENT NO. SCOPE1FIRE PROTECTIONN.A.NOTE: FIRE PROTECTION IS SPECIFIED BY THE ARCHITECT.PLEASE PROVIDE TESTING REPORTS TO ARCHITECT.REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSN.1SCHEDULE OFSPECIAL INSPECTIONS
18'-3"4'-0"4'-0"24'-2"4'-0"4'-0"4'-0"4'-0"19'-814"12'-314"4'-0"4'-0"8'-914"29'-4"10'-2"25'-634"9'-234"29'-114"9'-714"29'-114"6'-0"29'-0"SA.0 Scale: 1/8" = 1'1FOUNDATION PLAN BUILDING 1021'-0"11'-0"REINFORCINGSIZEFOOTING SCHEDULEMARKF3.03'-0" X 3'-0" X 12"(3) #5 BARS EACH WAY##.#99'-212"99'-212"99'-212"99'-212"99'-212"99'-212"99'-212"99'-212"142'-8"28'-914"69'-4"28'-914"69'-4"28'-1012"142'-8"12'-10"10'-2"23'-6"10'-2"22'-10"23'-0"36'-634"10'-2"26'-434"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"7'-4"2'-0"65'-712"29'-0"7'-0"8'-10"43'-234"6'-1112"4'-8"4'-634"14'-612"4'-634"5'-012"38'-314"19'-1012"2'-2"7'-634"2'-10"6'-0"12'-6"10'-4"6'-3"12'-8"10'-4"6'-3"26'-234"10'-4"5'-4"6'-0"10'-4"6'-2"6'-2" TYPICAL EXTERIOR SLAB-ON-GRADE6" 4000 PSI CONCRETE SLAB WITH6x6/W2.9xW2.9 W.W.F. OVER PREPAREDSUBGRADE COMPACTED TO 95% MDD6'-2"6'-3"12'-134"9"6'-0"15'-1034"6'-0"6'-0"8'-0"6'-0"8'-0"7'-0"10"10"10"10"2S.1S.1S.11S.112S.11S.11S.11S.11S.1610S.11S.11S.12S.12S.110S.17S.18S.19S.14S.19S.14S.15S.19S.19S.15S.15S.19S.14S.12'-0" WIDE THICKENEDSLAB AT BEARING WALLLOCATION (TYPICAL)3'-0" X 3'-0" THICKENED SLABFOOTING WITH (3) #5 BARSAT 12" O.C. EACH WAY3'-0" X 3'-0" THICKENED SLABFOOTING WITH (3) #5 BARSAT 12" O.C. EACH WAYAPPROXIMATE GRADE ELEVATIONS- REFER TO CIVIL DRAWINGS FOREXACT ELEVATIONST.O.P. = 99'-1012"T.O.F. = 96'-012"T.O.W. = 99'-4"SAW CUT CONTROL JOINTS AT AMAXIMUM SPACING OF 10'-0" ONCENTER IN 4" CONCRETE SLAB2'-0" WIDE THICKENEDSLAB AT BEARING WALLLOCATION (TYPICAL)T.O.P. = 99'-1012"T.O.F. = 96'-012"T.O.P. = 98'-1"T.O.F. = 96'-012"(TYPICAL)T.O.P. = 98'-1"T.O.F. = 96'-012"T.O.P. = 99'-1012"T.O.F. = 96'-012"T.O.P. = 98'-1"T.O.F. = 96'-012"T.O.P. = 99'-1012"T.O.F. = 96'-012"T.O.P. = 98'-5"T.O.F. = 96'-012"(TYPICAL)T.O.P. = 98'-5"T.O.F. = 96'-012"(TYPICAL)T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"T.O.S. = 99'-7" T.O.S. = 99'-8"(AT WALL)(AT EDGE)T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"T.O.S. = 99'-7"T.O.S. = 99'-8"(AT WALL) (AT EDGE)T.O.W. = 99'-4"T.O.W. = 100'-0"T.O.F. = 95'-0"T.O.S. = 99'-8"(AT WALL)T.O.S. = 99'-7"(AT EDGE)T.O.S. = 99'-8"(AT WALL)T.O.S. = 99'-7"(AT EDGE)FOUNDATION LEGEND:T.O.F. = TOP OF FOOTING ELEVATIONT.O.S. = TOP OF SLAB ELEVATIONT.O.SH. = TOP OF SHELF ELEVATIONT.O.W. = TOP OF WALL ELEVATIONT.O.P. = TOP OF PIER ELEVATIONFX = FOOTING DESIGNATION = TOP OF GRADE/SLAB ELEVATIONFOUNDATION NOTES1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES. SEE SHEET SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. G.C. SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. G.C. MAY CONTACT ENGINEER IF DIMENSIONALCLARIFICATION IS NEEDED DUE TO SCALE OF DRAWINGS.3. PROVIDE UNDERSLAB DRAINAGE AND PERIMETER DRAINS AS SHOWN AND AS REQUIRED BY GEOTECHNICAL OR CIVILENGINEER.4. GENERAL CONTRACTOR SHALL COORDINATE ALL SLAB SLOPES, DRAIN REQUIREMENTS AND LOCATIONS, ANDUNDER-SLAB UTILITIES. REFER TO ARCHITECTURAL DRAWINGS FOR FINAL SLAB SLOPE AND INTERIOR FLOOR DRAINS.5. FOUNDATION CONTRACTOR SHALL FINISH TOP OF FOUNDATION WALL SMOOTH AND LEVEL.6. UNLESS NOTED OTHERWISE ON PLAN, SAW CUT CONTROL JOINTS IN ALL SLABS AT MAXIMUM SPACING OF 10'-0" ONCENTER AT 4" THICK SLAB. WALL CONTROL JOINT SPACING SHALL BE MAX. 40'-0" ON CENTER.7. SUPPORT EXTERIOR CONCRETE SLABS AT ENTRANCES AND OTHER LOCATIONS ON WELL DRAINED COMPACTEDSTRUCTURAL FILL.LOCATE REINFORCING BARS WITH 3" CLEAR COVERFROM BOTTOM OF FOOTING.SPACE REINFORCING BARS EVENLY, TIED IN MATS, WITHSPECIFIED NUMBER OF BARS RUNNING EACH WAY.T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"P1F3.0P1F3.0P1F3.0P1F3.0CJCJSLAB-ON-GRADE4" 3000 PSI CONCRETE SLAB WITH FIBERREINFORCING OVER 10 MIL POLY VAPORBARRIER OVER PREPARED SUBGRADECOMPACTED TO 95% MDDT.O. SLAB = 100'-0"SIMP2F3.0P2F3.0P2F3.0P2F3.0P3F3.0P3F3.0P3F3.0P3F3.0P3F3.0T.O.W. = 99'-4"T.O.W. = 99'-4"SIMSIMSIMT.O.SH. = 99'-4"REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSA.0FOUNDATION PLANBUILDING 10
2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.SA.2SECOND FLOOR FRAMING PLAN BUILDING 101Scale: 1/8" = 1'WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.2X10 JOISTSAT 24" O.C.17'-7"R.O.4'-214"R.O.2X6 JOISTS AT 16" O.C.22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)4'-0"16"2'-8"16"16"28"28"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"16"16"16"16"16"16"16"16"8"8"17'-7"R.O.4'-214"R.O.2X10 JOISTSAT 24" O.C.22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)3'-4"3'-4"TOP CHORD BEARING AT STAIRSTOP CHORDBEARINGAT ELEV.TOP CHORD BEARING AT STAIRSP.T. 2X6 JOISTSAT 16" O.C.9'-2"R.O.16"16"16"16"WOOD ROOF TRUSSESAT 24" O.C.WOOD ROOF TRUSSESAT 24" O.C.7'-312"R.O.TOP CHORDBEARINGAT HEADERP.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.1S.65S.63S.634S.6S.6S.62S.6S.6433S.6S.646S.68S.77S.69S.644S.7S.71S.62S.61S.62S.61S.710S.62S.78S.68S.610S.61S.62S.63S.74S.73S.74S.7S.647S.106S.105S.75S.75S.75S.79S.61S.62S.68S.7TOP CHORDBEARINGAT ELEV.2AS.6EXTERIOR WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)(3) 2X6 POST(3) 2X6 POSTEXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.INTERIOR BEARING WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)APPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGS2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)SIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)SIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)(3) 2X6 POST(3) 2X6 POSTABOVEINTERIOR BEARING WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(3) 2X6 HOIST BEAMPOST (EACH SIDE)EXTERIOR WALL:2X6 STUDS AT 24" O.C.(3) 2X8 BEAM(TYP. EACH SIDE)P.T. 6X6 POST(TYP. EACH SIDE)(3) 2X8 BEAM(TYPICAL)P.T. 6X6 POST(TYPICAL)(3) 2X6 POST(TYP. EACH SIDE)2X12 LEDGER. FASTEN TOEACH WALL STUD WITH (3)1/4" DIA. X 5" SDS SCREWS(3) 2X6 POST(TYPICAL)SIMPSONHUC26-3Z(TYPICAL)EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIORWALL ABOVE(3) 2X6POST(TYP.)LOCATE FLOOR TRUSS BELOWSHEAR WALLS ABOVE. DESIGNFLOOR TRUSS FOR ADDITIONAL450 PLF DEAD LOAD(3) 2X4POST(3) 2X4POST(3) 2X6 POST(EACH SIDE)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZP.T. 6X6 POSTSIMPSON LUC26Z2X6 LADDER FRAMINGAT 16" O.C.(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZP.T. 6X6 POSTSIMPSON LUC26Z2X6 LADDER FRAMINGAT 16" O.C.GABLE END TRUSSSEE DETAIL "2/S.11" FOR TYPICAL APPLIEDROOF FRAMING. SEE DETAIL "3/S.11" FORGABLE OVERBUILD TRUSS FRAMINGREQUIRED AT SHADED LOCATIONSSEE DETAIL "2/S.11" FOR TYPICAL APPLIEDROOF FRAMING. SEE DETAIL "3/S.11" FORGABLE OVERBUILD TRUSS FRAMINGREQUIRED AT SHADED LOCATIONSGABLE ENDTRUSSSIMPSON HUC610TO 2X6 JACK STUDS[C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2](3) P.T. 2X8 (3) P.T. 2X8[C2][B2] [B2][C2][A3][B3][A3][C2][C2] [C2][A2][A2][B2][B3][B3][C3][A3]SHEAR WALL CSHEAR WALL C[A3][C2][C2][A3]SHEAR WALL DSHEAR WALL DSHEAR WALL C[C1][C1][A3][B2][B2][C2][C2][C2] [C2][C2](3) P.T. 2X8SHEAR WALL C[B2]SHEAR WALL C[C3][C3][B3][C2][A2][A2]GIRDERTRUSS[C3][C3][B3][B2][C2][C2][A2](3) P.T. 2X8(3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2][A2][A2][A2][B2] [B2][F3][F3][F3][F3][F3][F3][D3][D3][D3][D3]SIMNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: AT THIS FLOOR ONLY,WALL IS SHEATHED WITHPLYWOOD PER THE SHEARWALL SCHEDULE. INSTALLGYPSUM SHEATHING ONSTAIR SIDE AS NOTED FORSHEAR WALL TYPE D12"12"24"FIRST FLOORDEMISING WALLAT THIS LOCATIONIS NOT A SHEARWALL - WALL ISHELD DOWN 112"4S.11REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSA.22ND FLOOR FRAMING PLANBUILDING 10
2X10 JOISTSAT 24" O.C.17'-7"R.O.4'-214"R.O.22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X6 JOISTS AT 16" O.C.22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)4'-0"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)4'-0"16"2'-8"16"16"28"28"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"3'-4"TOP CHORD BEARING AT STAIRS3'-4"TOP CHORD BEARING AT STAIRSP.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.16"16"16"16"16"16"16"16"16"16"16"16"TOP CHORDBEARINGAT ELEV.8"THIRD FLOOR FRAMING PLAN BUILDING 10SA.31Scale: 1/8" = 1'9'-2"R.O.8"17'-7"R.O.4'-214"R.O.2X10 JOISTSAT 24" O.C.7'-312"R.O.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.1S.710S.68S.61S.63S.62S.63S.64S.64S.65S.66S.65S.66S.67S.67S.63S.74S.73S.74S.74S.73S.74S.74S.75S.71S.62S.61S.62S.61S.62S.64S.78S.610S.6S.6433S.6S.6S.642S.75S.75S.75S.79S.6TOP CHORDBEARINGAT ELEV.EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)APPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGSEXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALL:2X6 STUDS AT 24" O.C.2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)SIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(3) 2X4POST(3) 2X4POST(3) 2X6 HOIST BEAMPOST (EACH SIDE)(3) 2X6 POST(EACH SIDE)P.T. 6X6 POST(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZP.T. 6X6 POSTSIMPSON LUC26Z2X6 LADDER FRAMINGAT 16" O.C.(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZP.T. 6X6 POSTSIMPSON LUC26Z2X6 LADDER FRAMINGAT 16" O.C.SIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)[A2][C2][B2][B2] [B2][C2][A3][B3][A3][C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2][C2] [C2][C2] [C2][A2][A2][A2][A2][B3] [B3][B3][B3] [B3][A3][A3][A2][A2][A3](3) P.T. 2X8 (3) P.T. 2X8SHEAR WALL BSHEAR WALL BSHEAR WALL BSHEAR WALL B[C2][A3][C2][C2][C2][C2] [C2] [A2][A3]SHEAR WALL DSHEAR WALL D[C3]SHEAR WALL D[C1]SHEAR WALL B[A2][C1][A3][B2][B2][C2][C2][B3][A2](3) P.T. 2X8(3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2][A2](3) P.T. 2X8 (3) P.T. 2X8[A2]NOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSA.33RD FLOOR FRAMING PLANBUILDING 10
22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2'-8"4'-0"4'-0"16"16"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X6 JOISTS AT 16" O.C.28"16"28"16"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)3'-4"3'-4"TOP CHORD BEARING AT STAIRSTOP CHORD BEARING AT STAIRSP.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.FOURTH FLOOR FRAMING PLAN BUILDING 10[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.SA.41Scale: 1/8" = 1'16"16"16"16"16"16"16"16"16"16"16"16"8"2X10 JOISTSAT 24" O.C.9'-2"R.O.TOP CHORDBEARINGAT ELEV.8'-914"R.O.22'-10"R.O.4'-214"R.O.15'-212"R.O.8"7'-312"R.O.ROOF TRUSSESAT 24" O.C.ROOF TRUSSESAT 24" O.C.5S.105S.101S.63S.62S.63S.64S.64S.65S.66S.65S.66S.67S.67S.63S.74S.73S.74S.74S.73S.74S.74S.75S.75S.75S.71S.62S.65S.71S.62S.61S.62S.64S.71S.78S.610S.68S.6S.6433S.6S.6S.642S.79S.6TOP CHORDBEARINGAT ELEV.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZAPPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGSEXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALL:2X6 STUDS AT 24" O.C.SIMPSON HUC26-3Z(TYPICAL U.N.O.)2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)(3) 2X6 POST(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POSTSIMPSON HUC26-2Z(2) P.T. 2X6 JOIST AT ENDSIMPSON HUC26-2Z(TYPICAL U.N.O.)(2) P.T. 2X6 JOIST AT END(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)(3) 2X4POST(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)(3) 2X6 POST(3) 2X6 POST(3) 2X6 POSTP.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 HOIST BEAMPOST (EACH SIDE)(3) 2X6 POST(EACH SIDE)SEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGSEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGEXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POSTSEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGSEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGP.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(2) P.T. 2X6 JOIST AT END(TYPICAL U.N.O.)SIMPSON HUC26-2Z(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)P.T. 6X6 POSTSIMPSON HUC26-2Z(2) P.T. 2X6 JOIST AT END[C2][A2][A3][B3][A2][B3][C2][C2][A2][C2][A3][B3][C2][C2][C2][C2][A3][C2] [C2] [C2][C2][B3][C2][B3][C2][B3][A2][A2][A2][A2][A2](3) P.T. 2X8[C2][A2](3) P.T. 2X8[A2][A3](3) P.T. 2X8SHEAR WALL ASHEAR WALL ASHEAR WALL ASHEAR WALL A(3) P.T. 2X8(3) P.T. 2X8[C2][A3][C2][C2](3) P.T. 2X8[C2][C2] [C2] [C2][A2][A3]SHEAR WALL DSHEAR WALL D[C2][B2][B2] [B2][C3][C1]SHEAR WALL D[C1][C2]SHEAR WALL A[C2][A3]SIM.[B3][A3][A2][A3][A2][A3][A3][A2]NOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSA.44TH FLOOR FRAMING PLANBUILDING 10
[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X61WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.ROOF FRAMING PLAN BUILDING 10Scale: 1/8" = 1'SA.5WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)WOOD ROOF FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS. ROOF TRUSSES DO NOT NEED TO ALIGN WITH STUDS. USE (3) 2X6 TOP PLATE AT BEARING WALLS.3. TRUSS MANUFACTURER LAYOUT TRUSSES AS NEEDED TO BEST SATISFY ROOF GEOMETRY. ADD TRUSSES AS NEEDED.4. ROOF SHEATHING SHALL BE 5/8" APA RATED EXPOSURE 1 ROOF SHEATHING.5. SEE ARCHITECTURAL DRAWINGS FOR ROOF TRUSS PROFILES, EAVE DETAILS AND DIMENSIONS.6. TRUSS MANUFACTURER SHALL DESIGN AND PROVIDE ALL HANGERS FOR TRUSS TO BEAM OR TRUSS TO TRUSS CONNECTIONS.7. REFER TO TRUSS BRACING DIAGRAM ON SHEET SN.1 FOR TYPICAL TRUSS BRACING REQUIREMENTS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCHITECTURAL OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND LONG EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. G.C. COORDINATE EXACT RTU WEIGHTS AND LOCATIONS WITH TRUSS MANUFACTURER AND MECHANICAL DRAWINGS (RTU WEIGHTS TBD).15. SEE ARCHITECTURAL DRAWINGS FOR TRUSS PROFILES.16. AT GABLE END TRUSSES, GENERAL CONTRACTOR PROVIDE:A) 2X4 L-BRACING ON WEBS GREATER THAN 5'-0" IN LENGTH ANDB) 2X6 L-BRACING ON WEBS GREATER THAN 9-0" IN LENGTH,FASTEN L-BRACING WITH 12d NAILS AT 8" O.C.8S.92X10 RAFTERSAT 24" O.C.7S.91S.91S.92S.92S.93S.94S.94S.91S.104S.74S.71S.104S.74S.76S.96S.95S.91S.91S.92S.92S.9S.94S.921S.94S.97S.96S.92S.91S.95S.96S.91S.92S.92X4 DIAGONAL ANDLATERAL BOTTOM CHORDBRACING - SEE SN.1OVERBUILD ROOFTRUSSES AT 24" O.C.(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALL:2X6 STUDS AT 24" O.C.INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOORTRUSSES BELOW(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOORTRUSSES BELOW(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOORTRUSSES BELOW(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYP. U.N.O.)(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(3) 2X6 POSTOVERBUILD ROOFTRUSSES AT 24" O.C.2X6 LADDER FRAMED RAKEAT 16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZOVERBUILD ROOFTRUSSES AT 24" O.C.2X6 LADDER FRAMED RAKEAT 16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z2X4 DIAGONAL ANDLATERAL BOTTOM CHORDBRACING - SEE SN.1514" X 1178" SOLID PSL HOISTBEAM. LOCATION TO BECOORD. WITH ELEVATORSHOP DRAWINGSGABLE END TRUSSGABLE ENDTRUSSGABLE END TRUSSEXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOORTRUSSES BELOW(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.GABLE ENDTRUSS(3) 2X6 POST(TYPICAL U.N.O.)(3) 2X6 POST(EACH SIDE)(3) 2X6 HOISTBEAM POST(EACH SIDE)2X6 OVERBUILD RAFTERS AT24" O.C. WITH 2X4 CHEEKWALLS OVER ROOF TRUSS(SEE ARCH. DWGS)(3) 2X6 POST(TYP. U.N.O.)OVERBUILD ROOFTRUSSES AT 24" O.C.(TYPICAL U.N.O.)2X6 LADDER FRAMED RAKEAT 16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)GABLE END TRUSS(TYPICAL U.N.O.)BLOCKING AT ROOFSHEATHING EDGEBLOCK ALL PANELJOINTS (TYPICAL)BLOCK ALL PANELJOINTS (TYPICAL)NOTE: AT EACH HIP ROOF DORMER, LAYOUTSHAPED ROOF TRUSSES TO PROVIDE 24"TRUSS BAY ALIGNED WITH MECHANICALCLOSET BELOW FOR THE MAIN SUPPLY DUCTBLOCK ALL PANELJOINTS (TYPICAL)BLOCK ALL PANELJOINTS (TYPICAL)NOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONELEVATOR ROOF CONSTRUCTION[A3][C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2][C2] [C2] [C2][C2] [C2] [C2] [C2][C2] [C2] [C2] [A2][A2][A2][A2][A2][A2][B3] [B3][B3] [B3][B3] [B3][A3][A3][A2][A2][A2][A2][A2][A2][A3][A3][B3][A3][A3][A3][A3][A3][A3]SHEAR WALL ASHEAR WALL ASHEAR WALL ASHEAR WALL ASHEAR WALL DSHEAR WALL DSHEAR WALL DSHEAR WALL AGIRDER TRUSSHIP TRUSSHIP TRUSSGIRDER TRUSS[C2][B3]SIM.SIM.[A3][A3][A3] [A3][A3][A3]REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSA.5ROOF FRAMING PLANBUILDING 10
4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"19'-814"12'-314"4'-0"4'-0"8'-914"29'-4"10'-2"25'-634"9'-234"9'-714"29'-114"6'-0"29'-0"SB.0 Scale: 1/8" = 1'1FOUNDATION PLAN BUILDING 2024'-2"21'-0"11'-0"REINFORCINGSIZEFOOTING SCHEDULEMARKF3.03'-0" X 3'-0" X 12"(3) #5 BARS EACH WAY##.#99'-212"99'-212"99'-212"99'-212"99'-212"99'-212"142'-8"28'-914"69'-4"28'-914"69'-4"28'-1012"142'-8"12'-10"10'-2"23'-6"10'-2"22'-10"23'-0"36'-634"10'-2"26'-434"6'-2"6'-0"6'-0"6'-0"6'-0"6'-0"2'-0"65'-712"29'-0"7'-0"8'-10"43'-234"6'-1112"4'-8"4'-634"14'-612"4'-634"5'-012"38'-314"19'-1012"7'-4"7'-634"4'-2"6'-8"26'-234"10'-4"6'-3"6'-0"6'-3"12'-8"10'-4"12'-6"10'-4"6'-3"5'-4"29'-114"7'-0"10'-4" TYPICAL EXTERIOR SLAB-ON-GRADE6" 4000 PSI CONCRETE SLAB WITH6x6/W2.9xW2.9 W.W.F. OVER PREPAREDSUBGRADE COMPACTED TO 95% MDD6'-2"6'-2"12'-134"9"18'-3"6'-0"6'-0"6'-0"8'-0"99'-212"99'-212"6'-0"6'-0"10"10"10"10"2S.11S.11S.12S.11S.11S.11S.11S.1S.136S.112S.110S.11S.1S.110S.18S.17S.19S.14S.19S.19S.15S.19S.19S.15S.15S.14S.12'-0" WIDE THICKENEDSLAB AT BEARING WALLLOCATION (TYPICAL)3'-0" X 3'-0" THICKENED SLABFOOTING WITH (3) #5 BARSAT 12" O.C. EACH WAYAPPROXIMATE GRADE ELEVATIONS- REFER TO CIVIL DRAWINGS FOREXACT ELEVATIONST.O.W. = 99'-4"HC UNITSAW CUT CONTROL JOINTS AT AMAXIMUM SPACING OF 10'-0" ONCENTER IN 4" CONCRETE SLAB2'-0" WIDE THICKENEDSLAB AT BEARING WALLLOCATION (TYPICAL)3'-0" X 3'-0" THICKENED SLABFOOTING WITH (3) #5 BARSAT 12" O.C. EACH WAYT.O.P. = 99'-1012"T.O.F. = 96'-012"T.O.P. = 98'-414"T.O.F. = 96'-012"T.O.P. = 99'-1012"T.O.F. = 96'-012"T.O.P. = 98'-1"T.O.F. = 96'-012"T.O.P. = 99'-1012"T.O.F. = 96'-012"T.O.P. = 99'-1012"T.O.F. = 96'-012"T.O.P. = 98'-1"T.O.F. = 96'-012"T.O.P. = 98'-1"T.O.F. = 96'-012"T.O.P. = 98'-5"T.O.F. = 96'-012"(TYPICAL)T.O.P. = 98'-5"T.O.F. = 96'-012"(TYPICAL)T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"T.O.S. = 99'-7" T.O.S. = 99'-8"(AT WALL)(AT EDGE)T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"T.O.W. = 99'-4"T.O.S. = 99'-1114"(AT WALL)T.O.S. = 99'-1014"(AT EDGE)T.O.S. = 99'-8"(AT WALL)T.O.S. = 99'-7"(AT EDGE)FOUNDATION LEGEND:T.O.F. = TOP OF FOOTING ELEVATIONT.O.S. = TOP OF SLAB ELEVATIONT.O.SH. = TOP OF SHELF ELEVATIONT.O.W. = TOP OF WALL ELEVATIONT.O.P. = TOP OF PIER ELEVATIONFX = FOOTING DESIGNATION = TOP OF GRADE/SLAB ELEVATIONFOUNDATION NOTES1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES. SEE SHEET SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. G.C. SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. G.C. MAY CONTACT ENGINEER IF DIMENSIONALCLARIFICATION IS NEEDED DUE TO SCALE OF DRAWINGS.3. PROVIDE UNDERSLAB DRAINAGE AND PERIMETER DRAINS AS SHOWN AND AS REQUIRED BY GEOTECHNICAL OR CIVILENGINEER.4. GENERAL CONTRACTOR SHALL COORDINATE ALL SLAB SLOPES, DRAIN REQUIREMENTS AND LOCATIONS, ANDUNDER-SLAB UTILITIES. REFER TO ARCHITECTURAL DRAWINGS FOR FINAL SLAB SLOPE AND INTERIOR FLOOR DRAINS.5. FOUNDATION CONTRACTOR SHALL FINISH TOP OF FOUNDATION WALL SMOOTH AND LEVEL.6. UNLESS NOTED OTHERWISE ON PLAN, SAW CUT CONTROL JOINTS IN ALL SLABS AT MAXIMUM SPACING OF 10'-0" ONCENTER AT 4" THICK SLAB. WALL CONTROL JOINT SPACING SHALL BE MAX. 40'-0" ON CENTER.7. SUPPORT EXTERIOR CONCRETE SLABS AT ENTRANCES AND OTHER LOCATIONS ON WELL DRAINED COMPACTEDSTRUCTURAL FILL.LOCATE REINFORCING BARS WITH 3" CLEAR COVERFROM BOTTOM OF FOOTING.SPACE REINFORCING BARS EVENLY, TIED IN MATS, WITHSPECIFIED NUMBER OF BARS RUNNING EACH WAY.P1F3.0P1F3.0P1F3.0P1F3.0T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"CJCJSLAB-ON-GRADE4" 3000 PSI CONCRETE SLAB WITH FIBERREINFORCING OVER 10 MIL POLY VAPORBARRIER OVER PREPARED SUBGRADECOMPACTED TO 95% MDDT.O. SLAB = 100'-0"SIMP2F3.0P2F3.0P2F3.0T.O.S. = 99'-7" T.O.S. = 99'-8"(AT WALL)(AT EDGE)P2F3.0P3F3.0P3F3.0P3F3.0P3F3.0P3F3.0T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"T.O.W. = 99'-4"SIMSIMSIMT.O.W. = 100'-0"T.O.F. = 95'-0"T.O.SH. = 99'-4"REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSB.0FOUNDATION PLANBUILDING 20
SECOND FLOOR FRAMING PLAN BUILDING 20SB.21Scale: 1/8" = 1'WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X622" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X6 JOISTS AT 16" O.C.4'-0"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)28"3'-4"3'-4"TOP CHORD BEARING AT STAIRSTOP CHORDBEARINGAT ELEV.TOP CHORD BEARING AT STAIRS2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.9'-2"R.O.2X10 JOISTSAT 24" O.C.2'-8"16"16"16"16"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"16"16"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"16"16"16"16"16"16"16"16"17'-7"R.O.4'-214"R.O.2X10 JOISTSAT 24" O.C.17'-7"R.O.4'-214"R.O.WOOD ROOF TRUSSESAT 24" O.C.7'-312"R.O.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.28"WOOD ROOF TRUSSESAT 24" O.C.1S.61S.61S.75S.63S.62S.634S.6S.6S.62S.646S.67S.68S.610S.610S.63S.744S.7S.7S.74S.74S.738S.62S.61S.62S.6S.63S.6443S.6S.67S.107S.102S.75S.75S.75S.75S.78S.78S.75S.66S.6TOP CHORDBEARINGAT ELEV.1S.6APPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGSINTERIOR BEARING WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)EXTERIOR WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.INTERIOR BEARING WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)(3) 2X6 POST(3) 2X6 POSTEXTERIOR WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)SIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)(3) 2X8 BEAM(TYPICAL)P.T. 6X6 POST(TYPICAL)(3) 2X6 POST(TYP. EACH SIDE)SIMPSONHUC26-3Z(TYPICAL)EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIORWALL ABOVE(3) 2X6POST(TYP.)(3) 2X6 POST(TYPICAL U.N.O.)LOCATE FLOOR TRUSS BELOWSHEAR WALLS ABOVE. DESIGNFLOOR TRUSS FOR ADDITIONAL450 PLF DEAD LOAD(3) 2X4POST(3) 2X4POST(3) 2X6 POST(3) 2X6 POST(3) 2X6POST(3) 2X6POST(3) 2X6 POST(3) 2X6 POST(3) 2X6POST(3) 2X6 HOIST BEAMPOST (EACH SIDE)(3) 2X6 POST(EACH SIDE)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZP.T. 6X6 POSTSIMPSON LUC26Z2X6 LADDER FRAMINGAT 16" O.C.SIMPSON LUC26Z(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POSTEXTERIOR WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.SIMPSON HUC26-3Z(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.(3) 2X8 BEAM(TYP. EACH SIDE)P.T. 6X6 POST(TYP. EACH SIDE)2X12 LEDGER. FASTEN TOEACH WALL STUD WITH (3)1/4" DIA. X 5" SDS SCREWS2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)P.T. 6X6 POSTSIMPSON LUC26Z2X6 LADDER FRAMINGAT 16" O.C.GABLE END TRUSSSEE DETAIL "2/S.11" FOR TYPICAL APPLIEDROOF FRAMING. SEE DETAIL "3/S.11" FORGABLE OVERBUILD TRUSS FRAMINGREQUIRED AT SHADED LOCATIONSSEE DETAIL "2/S.11" FOR TYPICAL APPLIEDROOF FRAMING. SEE DETAIL "3/S.11" FORGABLE OVERBUILD TRUSS FRAMINGREQUIRED AT SHADED LOCATIONS(3) 2X6 POST(TYPICAL)GABLE ENDTRUSS(3) 2X6 POSTABOVESIMPSON HUC610TO 2X6 JACK STUDS[A2][A2][C2][C2] [C2] [C2][C2][C2] [C2] [C2] [C2] [C2][C2][C2][C2] [C2][C2][C2] [C2] [C2][C2][A3][A2][A2][A3][A3](3) P.T. 2X8 (3) P.T. 2X8SHEAR WALL CSHEAR WALL CSHEAR WALL CSHEAR WALL DSHEAR WALL DSHEAR WALL C[C2][C1][A3][B2][C2][B2] [B2]SHEAR WALL C[C3][C3][C3][B3][B3][C3][C2][B3][C2][C2][B2][B2] [B2][C1][C2][A3][A2] [A2]GIRDERTRUSS[C3][C3][B3][B2] [C2][C3][C3][A2](3) P.T. 2X8(3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2][A2](3) P.T. 2X8 (3) P.T. 2X8[A2][B2] [B2] [B2][C3][F3] [F3] [F3] [D3] [D3] [D3] [D3]SIM[D3] [D3]NOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTION12"12"24"SIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)NOTE: AT THIS FLOOR ONLY,WALL IS SHEATHED WITHPLYWOOD PER THE SHEARWALL SCHEDULE. INSTALLGYPSUM SHEATHING ONSTAIR SIDE AS NOTED FORSHEAR WALL TYPE DFIRST FLOORDEMISING WALLAT THIS LOCATIONIS NOT A SHEARWALL - WALL ISHELD DOWN 112"4S.11REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSB.22ND FLOOR FRAMING PLANBUILDING 20
WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)THIRD FLOOR FRAMING PLAN BUILDING 20SB.31Scale: 1/8" = 1'WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.4S.10TOP CHORDBEARINGAT ELEV.22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X6 JOISTS AT 16" O.C.4'-0"28"3'-4"3'-4"TOP CHORD BEARING AT STAIRSP.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.9'-2"R.O.17'-7"R.O.4'-214"R.O.2X10 JOISTSAT 24" O.C.2'-8"16"16"16"16"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"16"16"16"16"16"16"16"2X10 JOISTSAT 24" O.C.17'-7"R.O.4'-214"R.O.7'-312"R.O.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.4S.103S.104S.95S.92S.96S.91S.9S.9S.92S.9217S.91S.61S.63S.62S.62S.64S.65S.66S.65S.66S.67S.61S.710S.610S.64S.7S.7433S.7S.74S.74S.75S.71S.62S.68S.6S.63S.642S.75S.75S.7TOP CHORDBEARINGAT ELEV.2X4 DIAGONAL ANDLATERAL BOTTOM CHORDBRACING - SEE SN.1EXTERIOR WALL:2X6 STUDS AT 24" O.C.WITH TRIPLE TOP PLATEEXTERIOR WALL:2X6 STUDS AT 24" O.C.WITH TRIPLE TOP PLATEINTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOORTRUSSES BELOW(TYPICAL U.N.O.)(3) 2X6 POST(3) 2X6 POSTOVERBUILD ROOFTRUSSES AT 24" O.C.2X6 LADDER FRAMED RAKEAT 16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZGABLE ENDTRUSSGABLE END TRUSSEXTERIOR WALLS:2X6 STUDS AT 24" O.C.WITH TRIPLE TOP PLATES,ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6POSTEXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)APPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGS(3) 2X6 POST(3) 2X6 POSTSIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)EXTERIOR WALL:2X6 STUDS AT 24" O.C.2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)SIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)(3) 2X6 POST(TYPICAL U.N.O.)(3) 2X4POST(3) 2X4POST(3) 2X6 POST(TYPICAL U.N.O.)(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(3) 2X6POST(3) 2X6POST(3) 2X6 POST(3) 2X6 HOIST BEAMPOST (EACH SIDE)(3) 2X6 POST(EACH SIDE)P.T. 6X6 POST(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZP.T. 6X6 POSTSIMPSON LUC26Z2X6 LADDER FRAMINGAT 16" O.C.SIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)BLOCK ALL PANELJOINTS (TYPICAL)BLOCK ALL PANELJOINTS (TYPICAL)INTERIOR BEARING WALL:2X6 STUDS AT 12" O.C.(THIS FLOOR ONLY)ALIGN WALL STUDS WITHFLOOR TRUSSES BELOW[C2] [C2] [C2][C2] [C2] [C2][A2][A2][B3][A2][A2][A3][A3]SHEAR WALL DGIRDER TRUSSHIP TRUSS[A2][B3][C2] [C2] [C2][C2][C2][C2] [C2] [C2][C2] [C2] [C2] [C2][C2] [C2][A2][A2][A2][A2][B3] [B3][B3] [B3][A3][A3][A2][A3](3) P.T. 2X8SHEAR WALL BSHEAR WALL BSHEAR WALL BSHEAR WALL BSHEAR WALL D[A3][B2][C2][B2] [B2][C3]SHEAR WALL D[A3][C2][C1]SHEAR WALL B[C2][C2][B2][B2] [B2][C1][C2][A3][A2][B3][A3][A3][A3][A2](3) P.T. 2X8(3) P.T. 2X8[A2](3) P.T. 2X8[A2][A2](3) P.T. 2X8 (3) P.T. 2X8[A2]SIMNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: TRIPLE TOP PLATE REQUIRED ATALL EXTERIOR AND INTERIOR BEARINGWALLS SUPPORTING ROOF TRUSSESNOTE: TRIPLE TOP PLATE REQUIRED ATALL EXTERIOR AND INTERIOR BEARINGWALLS SUPPORTING ROOF TRUSSESREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSB.33RD FLOOR FRAMING PLANBUILDING 20
WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)FOURTH FLOOR FRAMING PLAN BUILDING 20SB.41Scale: 1/8" = 1'WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.2X10 JOISTSAT 24" O.C.7'-312"R.O.9'-2"R.O.TOP CHORDBEARINGAT ELEV.22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X6 JOISTS AT 16" O.C.22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)4'-0"28"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"3'-4"3'-4"TOP CHORD BEARING AT STAIRS22'-10"R.O.8'-914"R.O.16"16"16"16"16"16"16"16"16"8"15'-212"R.O.4'-214"R.O.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.4S.106S.92S.91S.91S.63S.62S.64S.65S.66S.67S.61S.710S.63S.74S.74S.73S.74S.74S.75S.71S.62S.68S.61S.62S.63S.10S.63S.642S.75S.75S.7TOP CHORDBEARINGAT ELEV.OVERBUILD ROOFTRUSSES AT 24" O.C.(TYPICAL U.N.O.)2X6 LADDER FRAMED RAKEAT 16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6POSTGABLE END TRUSS(TYPICAL U.N.O.)(3) 2X6 POST(3) 2X6 POSTSIMPSON U210-2(TYP. EACH END)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)APPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGS(3) 2X6 POST(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)(3) 2X6 POST(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.WITH TRIPLE TOP PLATEROOF BELOW - SEEFRAMING PLAN ONSHEET SB.3(3) 2X4POST(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(3) 2X6 HOIST BEAMPOST (EACH SIDE)(3) 2X6 POST(EACH SIDE)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZEXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POSTSEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGSEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGP.T. 6X6 POST(TYPICAL U.N.O.)(2) P.T. 2X6 JOIST AT END(TYPICAL U.N.O.)SIMPSON HUC26-2Z(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON HUC26-2Z(TYPICAL U.N.O.)(2) P.T. 2X6 JOIST AT END(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGSEE DETAIL "1/S.11"FOR TYPICAL APPLIEDROOF FRAMINGBLOCK ALL PANELJOINTS (TYPICAL)P.T. 6X6 POSTSIMPSON HUC26-2Z(2) P.T. 2X6 JOIST AT ENDINTERIOR BEARING WALL:2X6 STUDS AT 12" O.C.(THIS FLOOR ONLY)ALIGN WALL STUDS WITHFLOOR TRUSSES BELOW[C2] [C2] [C2][A2][A3]HIP TRUSSGIRDER TRUSS[B3][A3][C2] [C2] [C2] [C2] [C2][C2] [C2] [C2] [C2][C2] [C2][A2][A2][A2][A2][B3][B3] [B3][A3][A3][B3]SHEAR WALL DSHEAR WALL A[C2][B2][B2] [B2][C2][C3]SHEAR WALL D[A3][C1][C1][C2]SHEAR WALL A[C2]SIM.[C2][A3]SHEAR WALL ASHEAR WALL A[A2][A3][B3][A2](3) P.T. 2X8(3) P.T. 2X8[A2](3) P.T. 2X8[A2][A2](3) P.T. 2X8 (3) P.T. 2X8[A2]NOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: TRIPLE TOP PLATE REQUIRED ATALL EXTERIOR AND INTERIOR BEARINGWALLS SUPPORTING ROOF TRUSSESREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSB.44TH FLOOR FRAMING PLANBUILDING 20
[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X61WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.ROOF FRAMING PLAN BUILDING 20Scale: 1/8" = 1'SB.5WOOD ROOF FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS. ROOF TRUSSES DO NOT NEED TO ALIGN WITH STUDS. USE (3) 2X6 TOP PLATE AT BEARING WALLS.3. TRUSS MANUFACTURER LAYOUT TRUSSES AS NEEDED TO BEST SATISFY ROOF GEOMETRY. ADD TRUSSES AS NEEDED.4. ROOF SHEATHING SHALL BE 5/8" APA RATED EXPOSURE 1 ROOF SHEATHING.5. SEE ARCHITECTURAL DRAWINGS FOR ROOF TRUSS PROFILES, EAVE DETAILS AND DIMENSIONS.6. TRUSS MANUFACTURER SHALL DESIGN AND PROVIDE ALL HANGERS FOR TRUSS TO BEAM OR TRUSS TO TRUSS CONNECTIONS.7. REFER TO TRUSS BRACING DIAGRAM ON SHEET SN.1 FOR TYPICAL TRUSS BRACING REQUIREMENTS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCHITECTURAL OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND LONG EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. G.C. COORDINATE EXACT RTU WEIGHTS AND LOCATIONS WITH TRUSS MANUFACTURER AND MECHANICAL DRAWINGS (RTU WEIGHTS TBD).15. SEE ARCHITECTURAL DRAWINGS FOR TRUSS PROFILES.16. AT GABLE END TRUSSES, GENERAL CONTRACTOR PROVIDE:A) 2X4 L-BRACING ON WEBS GREATER THAN 5'-0" IN LENGTH ANDB) 2X6 L-BRACING ON WEBS GREATER THAN 9-0" IN LENGTH,FASTEN L-BRACING WITH 12d NAILS AT 8" O.C.WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)8S.92X10 AT24" O.C.111S.92S.9S.9S.92S.93S.91S.104S.71S.104S.74S.76S.92S.9S.9S.9214S.92S.91S.94S.97S.96S.91S.9S.915S.95S.95S.9(3) 2X6 POSTEXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOORTRUSSES BELOW(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)2X6 LADDER FRAMED RAKEAT 16" O.C. (TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)(3) 2X6 POST(TYP. U.N.O.)(3) 2X6 POSTOVERBUILD ROOFTRUSSES AT 24" O.C.2X6 LADDER FRAMED RAKEAT 16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z2X4 DIAGONAL ANDLATERAL BOTTOM CHORDBRACING - SEE SN.1GABLE END TRUSS(TYPICAL U.N.O.)GABLE END TRUSSINTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOORTRUSSES BELOW(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.GABLE ENDTRUSSEXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOORTRUSSES BELOW(TYPICAL U.N.O.)514" X 1178" SOLID PSL HOISTBEAM. LOCATION TO BECOORD. WITH ELEVATORSHOP DRAWINGS(3) 2X6 HOIST BEAMPOST (EACH SIDE)EXTERIOR WALL:2X6 STUDS AT 24" O.C.(3) 2X6 POST(3) 2X6 POSTEXTERIOR WALL:2X6 STUDS AT 24" O.C.(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(3) 2X6 POSTROOF BELOW - SEEFRAMING PLAN ONSHEET SB.3ROOF BELOW - SEEFRAMING PLAN ONSHEET SB.4(3) 2X10HEADER(3) 2X6 POST(EACH SIDE)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)BLOCK ALL PANELJOINTS (TYPICAL)NOTE: AT EACH HIP ROOF DORMER, LAYOUTSHAPED ROOF TRUSSES TO PROVIDE 24"TRUSS BAY ALIGNED WITH MECHANICALCLOSET BELOW FOR THE MAIN SUPPLY DUCTNOTE: AT HIP ROOF DORMER, LAYOUTSHAPED ROOF TRUSSES TO PROVIDE 24"TRUSS BAY ALIGNED WITH MECHANICALCLOSET BELOW FOR THE MAIN SUPPLY DUCTBLOCK ALL PANELJOINTS (TYPICAL)BLOCK ALL PANELJOINTS (TYPICAL)NOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONELEVATOR ROOF CONSTRUCTIONHIP TRUSSGIRDER TRUSS[C2] [C2] [C2] [C2][C2][C2] [C2][A2][A2][A2][B3] [B3][B3][A3][A2][A2][A2][A2][A3][A3][A3][A3][A3]SHEAR WALL ASHEAR WALL DSHEAR WALL DSIM.[C2] [C2] [C2][A2][A2][B3][A3]SHEAR WALL ASHEAR WALL A[C2][B3][B3][A3]GIRDER TRUSSHIP TRUSSHIP TRUSS[A2][A2][A2][C2]GIRDER TRUSSHIP TRUSS[C2][A2][A2][A3] [A3][A3] [A3][A3]REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSB.5ROOF FRAMING PLANBUILDING 20
3'-0"SC.0aScale: 1/8" = 1'1FOUNDATION PLAN BUILDING 3020'-8"4'-0"13'-6"4'-0"13'-10"4'-0"13'-10"4'-0"12'-3316"4'-0"33'-8"4'-0"23'-2"4'-0"34'-10"4'-0"34'-0"4'-0"9'-478"4'-0"
8'-0"
4'-0"
6'-0"
6'-0"
6'-2"34'-0"4'-0"11'-514"4'-0"4'-023'-10"4'-0"11'-5316"5'-4"
6'-0"
6'-0"
6'-0"
6'-0"
6'-0"1234567911ABD13141569'-4"
19'-0"
3'-3"
24'-4"
19'-6"19'-0"28'-0"14'-0"18'-0"160'-1316"19'-0"19'-0"9'-4"REINFORCINGSIZEFOOTING SCHEDULEMARKF3.03'-0" X 3'-0" X 12"(3) #5 BARS EACH WAY##.#F4.0 4'-0" X 4'-0" X 14" (4) #5 BARS EACH WAYF5.0 5'-0" X 5'-0" X 14" (5) #5 BARS EACH WAYF6.0 6'-0" X 6'-0" X 16" (6) #6 BARS EACH WAYF7.0 7'-0" X 7'-0" X 20" (7) #7 BARS EACH WAYPOCKETBEAMT.O. BEAMT.O. POCKET POCKET SIZEBEAM DEPTHDETAILBEARING PLATE & BEAM POCKET SCHEDULEW14X22 6" X 12" 7/S.213 34"99'-6"98'-414"W16X2615 34"98'-214"W18X4017 78"98'-018"PK-14PK-16PK-18A6" X 12"6" X 12"W18X40 [+3"]17 78"98'-318"PK-18B6" X 12"99'-6"99'-6"99'-9"7/S.27/S.27/S.213'-1158"99-11"99'-1"99'-1"95'-6"88'-10"93'-3"160.0°80.0°80.0°10'-4"3'-758"10'-4"10'-4"10'-2"10'-2"10'-2"10'-2"10'-2"18'-0"
14'-4"NOTE: BACKFILL WITH STRUCTURAL FILLAND COMPACT TO MINIMUM 95% UNDERALL PORCH FOUNDATION WALLS8101214'-0"10'-0"10'-0"23'-0"6'-0"29'-4"6'-0"6'-0"19'-238"7'-878"9'-514"13'-2"178'-078"9'-234"8'-8"6'-0"159'-1034"8'-11 4 "19'-0"6'-1112"8'-478"558"6'-0"4'-738"4'-738"13'-5"
4'-7"
1'-0"18'-0"1'-0"12'-8"6'-3"6'-3"6'-3"1'-0"1'-0"1'-0"1'-0"11'-0"C9'-6"11'-0"4'-2"
6'-2"6'-2"3'-3"96'-9"98'-6"89'-4"8'-0"
10'-0"96'-0"95'-6"97'-0"99'-0"99'-0"98'-6"96'-6"6'-2"
6'-2"6'-8"14'-6"6'-2"
6'-2"88'-7"88'-7"88'-7"88'-7"88'-7"88'-11"88'-11"88'-11"88'-11"88'-11"88'-11"88'-11"88'-11"88'-11"88'-11"10"10"9'-0"478"5'-0"1'-834"10"10"1S.2S.211S.31S.34S.32S.33S.31S.21S.21S.26S.16S.25S.25S.25S.26S.210S.110S.1S.3S.3S.55S.35S.2S.25444S.24S.23S.38S.22S.25S.25S.25S.15S.19S.19S.1S.249S.17S.27S.29S.29S.19S.16S.36S.37S.3S.23S.23S.23S.23S.23S.239S.12'-0" WIDE THICKENEDSLAB AT BEARING WALLLOCATION (TYPICAL)3'-0" X 3'-0" THICKENED SLABFOOTING WITH (3) #5 BARSAT 12" O.C. EACH WAYHC UNITHC UNITWALLSTEPWALLSTEPT.O.S. = 99'-7"(AT EDGE)T.O.P. = 97'-6"T.O.F. = 93'-8"T.O.P. = 97'-6"T.O.F. = 93'-8"(TYPICALT.O.P. = 98'-1"T.O.F. = 96'-012"(TYPICAL)T.O.P. = 98'-414"T.O.F. = 96'-012"FOOTINGSTEPST.O.P. = 98'-414"T.O.F. = 96'-012"T.O.P. = 98'-1"T.O.F. = 96'-012"T.O.P. = 98'-1"T.O.F. = 96'-012"T.O.S. = 99'-7"(AT EDGE)T.O.P. = 98'-1"T.O.F. = 96'-012"T.O.W. = 98'-8"T.O.S. = 99'-7"(AT EDGE)T.O.W. = 98'-8"T.O.S. = 99'-7"(AT EDGE)T.O.F. = V.I.F.T.O.F. = V.I.F.FOOTINGSTEPSWALLSTEPWALLSTEPWALLSTEPT.O.W. = 97'-6"(AT AREAWAY)SAW CUT CONTROL JOINTS AT AMAXIMUM SPACING OF 15'-0" ONCENTER IN 5" CONCRETE SLAB2'-0" WIDE THICKENEDSLAB AT BEARING WALLLOCATION (TYPICAL)WALLSTEPT.O.SH. = 99'-312"(TYPICAL)T.O.SH. = 99'-312"(TYPICALT.O.SH. = 99'-312"(TYPICAL)T.O.SH. = 99'-312"(TYPICAL)T.O.SH. = 99'-312"(TYPICAL)T.O.W. = 97'-6"T.O.W. = 97'-6"T.O.W. = 97'-6"BP-2P4F5.0BP-1F6.0BP-1F6.0BP-1F6.0BP-1F6.0BP-1F6.0BP-1F7.0BP-1F6.0BP-1F6.0BP-1F6.0BP-1F7.0BP-1F7.0BP-1F4.0BP-1P5F6.0BP-1F6.0BP-1F6.0BP-1F6.0BP-1F6.0BP-1F4.0T.O.W. = 88'-3"T.O.F. = 85'-5"T.O.W. = 99'-9
"
T.O.F. = 88'-6
"T.O.F. = 87'-1"(TYPICAL)T.O.F. = 87'-1"(TYPICAL)T.O.F. = 87'-1"(TYPICAL)T.O.SH. = 99'-6"T.O.W. = 99'-9"T.O.F. = 88'-6"T.O.W. = 99'-9"T.O.F. = 88'-6"T.O.F. = 87'-1"(TYPICAL)T.O.W. = 99'-
9
"
T.O.F. = 88'-6
"
T.O.W. = 99'-
9
"
T.O.F. = 88'-6
"
T.O.W. = 99'-9
"
T.O.F. = 88'-6
"GARAGE SLAB-ON-GRADE5" 3000 PSI CONCRETE SLAB WITH6x6/W2.9xW2.9 W.W.F. OVER 10 MILPOLY VAPOR BARRIER OVER PREPAREDSUBGRADE COMPACTED TO 95% MDDT.O. SLAB = 88'-11"LOCATE REINFORCING BARS WITH 3" CLEAR COVERFROM BOTTOM OF FOOTING.SPACE REINFORCING BARS EVENLY, TIED IN MATS, WITHSPECIFIED NUMBER OF BARS RUNNING EACH WAY.FOUNDATION NOTES1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES. SEE SHEET SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. G.C. SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. G.C. MAY CONTACT ENGINEER IF DIMENSIONALCLARIFICATION IS NEEDED DUE TO SCALE OF DRAWINGS.3. PROVIDE UNDERSLAB DRAINAGE AND PERIMETER DRAINS AS SHOWN AND AS REQUIRED BY GEOTECHNICAL OR CIVILENGINEER.4. GENERAL CONTRACTOR SHALL COORDINATE ALL SLAB SLOPES, DRAIN REQUIREMENTS AND LOCATIONS, ANDUNDER-SLAB UTILITIES. REFER TO ARCHITECTURAL DRAWINGS FOR FINAL SLAB SLOPE AND INTERIOR FLOOR DRAINS.5. FOUNDATION CONTRACTOR SHALL FINISH TOP OF FOUNDATION WALL SMOOTH AND LEVEL.6. UNLESS NOTED OTHERWISE ON PLAN, SAW CUT CONTROL JOINTS IN ALL SLABS AT INTERIOR COLUMN LOCATIONSAND MAXIMUM SPACING OF 15'-0" ON CENTER AT 5" THICK SLAB. WALL CONTROL JOINT SPACING SHALL BE MAX. 40'-0".7. SUPPORT EXTERIOR CONCRETE SLABS AT ENTRANCES AND OTHER LOCATIONS ON WELL DRAINED COMPACTEDSTRUCTURAL FILL.FOUNDATION LEGEND:T.O.F. = TOP OF FOOTING ELEVATIONT.O.S. = TOP OF SLAB ELEVATIONT.O.SH. = TOP OF SHELF ELEVATIONT.O.W. = TOP OF WALL ELEVATIONT.O.P. = TOP OF PIER ELEVATIONBP-X = BASE PLATE DESIGNATIONPX = PIER DESIGNATIONFX = FOOTING DESIGNATIONPK-X = BEAM POCKET DESIGNATION = TOP OF GRADE/SLAB ELEVATIONBP-1F7.0PK-14PK-14PK-14PK-14BP-1F4.0P1F3.0T.O.W. = 88'-11"T.O.F. = 83'-11"BP-1P6F6.0P1F3.0P1F3.0CJCJT.O.S. = 99'-1014"(AT EDGE)T.O.S. = 99'-1114"(AT WALL)T.O.S. = 99'-8
"
(AT WALL)
T.O.S. = 99'-7
"
(AT EDGE)
T.O.S. = 99'-7
"
(AT EDGE)
T.O.S. = 99'-8
"
(AT WALL)
T.O.S. = 99'-8
"
(AT WALL)
T.O.S. = 99'-1
0
1 4 "
(AT EDGE)T.O.W. = 97'-6"T.O.W. = 90'-2"T.O.W. = 90'-2"BP-2P4F5.0T.O.S. = 99'-7
"
(AT EDGE)
T.O.S. = 99'-1
1
1 4 "
(AT WALL)GARAGE SLAB-ON-GRADE5" 3000 PSI CONCRETE SLAB WITH6x6/W2.9xW2.9 W.W.F. OVER 10 MILPOLY VAPOR BARRIER OVER PREPARSUBGRADE COMPACTED TO 95% MDT.O. SLAB = 88'-11"P2F3.0P2F3.0P2F3.0T.O.W. = 94'-3"T.O.W. = 92'-3"T.O.W. = 96'-3"T.O.W. = 96'-0"T.O.S. = 99'-8
"
(AT WALL)
T.O.S. = 99'-8
"
(AT WALL)PK-14PK-14PK-14PK-14PK-14PK-14PK-14PK-16PK-14PK-18APK-14PK-18APK-14PK-18APK-14SIMP2F3.0SIMP2F3.0P2F3.0SIMP2F3.0P3F3.0P3F3.0P3F3.0P3F3.0FDFDFDFDFDT.O.W. = 99'-9
"
T.O.SH. = 88'-3"SIMREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSC.0aFOUNDATION PLANBUILDING 30
SC.0bScale: 1/8" = 1'1FOUNDATION PLAN BUILDING 304'-0"13'-10"4'-0"12'-3316"4'-0"34'-0"4'-0"9'-478"4'-0"33'-8"4'-0"34'-0"4'-0"34'-0"4'-0"11'-514"4'-0"4'-0"36'-634"20'-8"4'-0"24'-4"4'-0"23'-10"4'-0"11'-5316"6'-0"6'-0"
6'-0"16F1718192091113141521E2218'-0"19'-0"19'-0"19'-0"19'-0"19'-0"19'-0"9'-4"152'-1316"REINFORCINGSIZEFOOTING SCHEDULEMARKF3.03'-0" X 3'-0" X 12"(3) #5 BARS EACH WAY##.#F4.0 4'-0" X 4'-0" X 14" (4) #5 BARS EACH WAYF5.0 5'-0" X 5'-0" X 14" (5) #5 BARS EACH WAYF6.0 6'-0" X 6'-0" X 16" (6) #6 BARS EACH WAYF7.0 7'-0" X 7'-0" X 20" (7) #7 BARS EACH WAYPOCKETBEAMT.O. BEAMT.O. POCKET POCKET SIZEBEAM DEPTHDETAILBEARING PLATE & BEAM POCKET SCHEDULEW14X22 6" X 12" 7/S.213 34"99'-6"98'-414"W16X2615 34"98'-214"W18X4017 78"98'-018"PK-14PK-16PK-18A6" X 12"6" X 12"W18X40 [+3"]17 78"98'-318"PK-18B6" X 12"99'-6"99'-6"99'-9"7/S.27/S.27/S.213'-1158"99'-1"99-11"99'-1"98'-6"99'-1"160.0°80.0°80.0°3'-758"10'-4"10'-4"23'-8"10'-4"23'-8"10'-4"23'-4"10'-4"12'-8"10'-2"10'-2"10'-2"10'-2"10'-2"NOTE: BACKFILL WITH STRUCTURAL FILLAND COMPACT TO MINIMUM 95% UNDERALL PORCH FOUNDATION WALLS19'-0"101214'-0"10'-0"10'-0"6'-0"23'-0"28'-914"6'-0"6'-0"6'-0"6'-0"29'-4"6'-0"7'-878"5'-4"6'-0"13'-2"9'-234"8'-8"6'-0"8'-11 4 "6'-1112"19'-8"9'-514"170'-078"8'-478"26'-0"69'-4"24'-4"6'-0"6'-0"1'-0"18'-0"1'-0"6'-3"6'-3"6'-3"6'-3"6'-3"1'-0"1'-0"1'-0"1'-0"1'-0"99'-1"9'-6"11'-0"4'-2"6'-2"6'-2"6'-2"96'-6"96'-0"95'-6"96'-6"96'-6"97'-0"99'-0"4'-738"4'-738"13'-5"4'-7"6'-2"6'-2"6'-8"14'-6"6'-2"88'-7"88'-7"88'-7"88'-7"88'-7"88'-11"88'-11"88'-11"88'-11"88'-11"88'-11"88'-11"88'-11"88'-11"88'-11"10"10"5'-0"4'-6"3'-6"9'-0"9'-0"478"5'-0"1'-834"10"
10"1S.21S.21S.22S.22S.21S.21S.26S.16S.25S.26S.25S.26S.210S.110S.1S.3S.355S.35S.3S.2S.25444S.24S.24S.28S.22S.25S.25S.25S.15S.19S.19S.19S.17S.29S.29S.19S.16S.36S.37S.37S.3S.23S.23S.23S.239S.1APPROXIMATE GRADE ELEVATIONS- REFER TO CIVIL DRAWINGS FOREXACT ELEVATIONSSAW CUT CONTROLJOINTS AT A MAXIMUMSPACING OF 15'-0" ONCENTER IN 5"CONCRETE SLABHC UNITHC UNITT.O.P. = 97'-6"T.O.F. = 93'-8"(TYPICALT.O.P. = 97'-6"T.O.F. = 93'-8"(TYPICALT.O.P. = 98'-414"T.O.F. = 96'-012"T.O.P. = 98'-414"T.O.F. = 96'-012"T.O.P. = 98'-1"T.O.F. = 96'-012"T.O.P. = 98'-1"T.O.F. = 96'-012"T.O.P. = 98'-1"T.O.F. = 96'-012"T.O.W. = 98'-8"T.O.S. = 99'-7"(AT EDGE)T.O.F. = V.I.F.T.O.W. = 98'-8"(AT AREAWAY)T.O.W. = 97'-6"(AT AREAWAY)SAW CUT CONTROL JOINTS AT AMAXIMUM SPACING OF 15'-0" ONCENTER IN 5" CONCRETE SLAB2'-0" WIDE THICKENEDSLAB AT BEARING WALLLOCATION (TYPICAL)2'-0" WIDE THICKENEDSLAB AT BEARING WALLLOCATION (TYPICAL)3'-0" X 3'-0" THICKENED SLABFOOTING WITH (3) #5 BARSAT 12" O.C. EACH WAYT.O.SH. = 99'-312"(TYPICAL)T.O.SH. = 99'-312"(TYPICAL)T.O.SH. = 99'-312"(TYPICAL)T.O.W. = 97'-6"T.O.W. = 97'-6"T.O.W. = 97'-6"T.O.W. = 97'-6"T.O.W. = 97'-6"BP-1F6.0BP-1F7.0BP-1P5F6.0BP-1F6.0BP-1F6.0BP-1F6.0BP-1F6.0BP-1F6.0BP-1F6.0BP-1F6.0BP-1F6.0BP-1F6.0BP-1F6.0BP-1F6.0BP-1F6.0BP-1F6.0BP-1F6.0BP-1F4.0BP-1F4.0T.O.F. = 87'-1"(TYPICAL)T.O.W. = 99'-9"T.O.SH. = 99'-6"T.O.F. = 88'-6"T.O.W. = 99'-9"T.O.F. = 88'-6"T.O.W. = 99'-9"T.O.F. = 88'-6"T.O.W. = 99'-9"T.O.F. = 88'-6"T.O.W. = 99'-9"T.O.F. = 88'-6"T.O.F. = 87'-1"(TYPICAL)T.O.F. = 87'-1"(TYPICAL)T.O.F. = 87'-1"(TYPICAL)T.O.W. = 99'-9
"
T.O.F. = 88'-6
"LOCATE REINFORCING BARS WITH 3" CLEAR COVERFROM BOTTOM OF FOOTING.SPACE REINFORCING BARS EVENLY, TIED IN MATS, WITHSPECIFIED NUMBER OF BARS RUNNING EACH WAY.FOUNDATION NOTES1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES. SEE SHEET SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. G.C. SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. G.C. MAY CONTACT ENGINEER IF DIMENSIONALCLARIFICATION IS NEEDED DUE TO SCALE OF DRAWINGS.3. PROVIDE UNDERSLAB DRAINAGE AND PERIMETER DRAINS AS SHOWN AND AS REQUIRED BY GEOTECHNICAL OR CIVILENGINEER.4. GENERAL CONTRACTOR SHALL COORDINATE ALL SLAB SLOPES, DRAIN REQUIREMENTS AND LOCATIONS, ANDUNDER-SLAB UTILITIES. REFER TO ARCHITECTURAL DRAWINGS FOR FINAL SLAB SLOPE AND INTERIOR FLOOR DRAINS.5. FOUNDATION CONTRACTOR SHALL FINISH TOP OF FOUNDATION WALL SMOOTH AND LEVEL.6. UNLESS NOTED OTHERWISE ON PLAN, SAW CUT CONTROL JOINTS IN ALL SLABS AT INTERIOR COLUMN LOCATIONSAND MAXIMUM SPACING OF 15'-0" ON CENTER AT 5" THICK SLAB. WALL CONTROL JOINT SPACING SHALL BE MAX. 40'-0".7. SUPPORT EXTERIOR CONCRETE SLABS AT ENTRANCES AND OTHER LOCATIONS ON WELL DRAINED COMPACTEDSTRUCTURAL FILL.FOUNDATION LEGEND:T.O.F. = TOP OF FOOTING ELEVATIONT.O.S. = TOP OF SLAB ELEVATIONT.O.SH. = TOP OF SHELF ELEVATIONT.O.W. = TOP OF WALL ELEVATIONT.O.P. = TOP OF PIER ELEVATIONBP-X = BASE PLATE DESIGNATIONPX = PIER DESIGNATIONFX = FOOTING DESIGNATIONPK-X = BEAM POCKET DESIGNATION = TOP OF GRADE/SLAB ELEVATIONBP-1F7.0BP-1F4.0PK-14PK-18BPK-14T.O.W. = 88'-1
1
"
T.O.F. = 83'-1
1
"BP-1P6F6.0P1F3.0P1F3.0P1F3.0CJCJCJCJT.O.S. = 99'-1014"T.O.S. = 99'-1114"(AT WALL)(AT EDGE)T.O.S. = 99'-7"(AT EDGE)T.O.S. = 99'-8"(AT WALL)T.O.S. = 99'-1014"(AT EDGE)T.O.S. = 99'-1114"(AT WALL)T.O.S. = 99'-8
"
(AT WALL)
T.O.S. = 99'-1
0
1 4 "
(AT EDGE)P1F3.0T.O.S. = 99'-7
"
(AT EDGE)GARAGE SLAB-ON-GRADE5" 3000 PSI CONCRETE SLAB WITH6x6/W2.9xW2.9 W.W.F. OVER 10 MILPOLY VAPOR BARRIER OVER PREPAREDSUBGRADE COMPACTED TO 95% MDDT.O. SLAB = 88'-11"T.O.W. = 99'-9"T.O.SH. = 99'-6"T.O.F. = 88'-6"T.O.S. = 99'-7"(AT EDGE)T.O.S. = 99'-8
"
(AT WALL)PK-14PK-14PK-14PK-14-16PK-14PK-18APK-14PK-18APK-14PK-18APK-14PK-14PK-14PK-14PK-14PK-14PK-14P2F3.0P2F3.0P2F3.0P2F3.0SIMP2F3.0SIMSIMP3F3.0P3F3.0P3F3.0P3F3.0FDFDFDFDFDT.O.W. = 99'-9"T.O.SH. = 88'
-
3
"P1F3.0SIMREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSC.0bFOUNDATION PLANBUILDING 30
19'-0"
3'-3"
24'-4"
19'-6"19'-0"28'-0"14'-0"18'-0"19'-0"19'-0"9'-4"TOP CHORD
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)TOP CHORD BEARING WOOD FLOORTRUSSES AT 24" O.C. (TYPICAL U.N.O.)24"
24"24"20"
29'-0"
6'-0"
29'-0"
7'-0"
6'-9"
2X6 JOISTS
AT 16" O.C.
2X6 JOISTS
AT 16" O.C.
2X6 JOISTS
AT 16" O.C.
2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.15" DEEP TO
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.POCKETBEAMT.O. BEAMT.O. POCKET POCKET SIZEBEAM DEPTHDETAILBEARING PLATE & BEAM POCKET SCHEDULEW14X22 6" X 12" 7/S.213 34"99'-6"98'-414"W16X2615 34"98'-214"W18X4017 78"98'-018"PK-14PK-16PK-18A6" X 12"6" X 12"W18X40 [+3"]17 78"98'-318"PK-18B6" X 12"99'-6"99'-6"99'-9"7/S.27/S.27/S.2POCKETBEAM BEAMBEARW14X2213W16X2615W18X4017PK-14PK-16PK-18AW18X40 [+3"]17PK-18BScale: 1/8" = 1'SC.1a1SFIRST FLOOR FRAMING PLAN BUILDING 3012345679118101213141514'-0"10'-0"10'-0"19'-3"7'-878"19'-0"8'-478"9'-234"9'-514"5"7'-812"16"P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.3'-3"(35K)(35K)TOP CHORDBEARING
2X6 JOISTS
AT 16" O.C.
2X6 JOISTS
AT 16" O.C.
2X6 JOISTS
AT 16" O.C.
2X6 JOISTSAT 16" O.C.7'-312"R.O.9'-0"R.O.ABDCP.T. 2X6 JOIS
T
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AT 16" O.C.2X4 JOISTSAT 16" O.C.16"
16"
16"
16"
16"
(3) AT 16"
16"
16"
16"
16"
(3) AT 16"
TOP CHORD
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E24"24"
24"12'-0" (TYP. U.N.O.)1S.21S.21S.21S.29S.710S.710S.810S.810S.810S.810S.810S.812S.712S.711S.711S.711S.711S.710S.28S.67aS.71S.2S.214S.24S.24S.24S.24S.2S.23S.23S.23S.23S.23S.23S.23S.23S.23S.238S.29S.2BOTTOM CHO
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G BEAR STEEL BEAM DIRECTLYON COLUMN AND CANTILEVER12" BEYOND (TYPICAL U.N.O.)6" CANTILEVER6" CANT.BEAR STON COLU12" BEYO2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)2X6 STRONGBACKSAT 10'-0" O.C. MAX(TYPICAL)6" CANT. AT STAIRS(TYP. EACH SIDE)SIMPSON U210-2(TYP. EACH END)SIMPSON HUC414. BLOCK STEELBEAM WEB SOLID FOR HANGERCONNECTION. FASTEN WITHMINIMUM (4) 1/2" DIA. BOLTS ATWITHIN 12" OF HANGER LOCATION.BLOCKING MUST BEAR ON STEELBEAM BOTTOM FLANGE(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)312" X 514"LVL POSTP.T. 6X6 POSTSIMPSON HUC26-3ZWITH TITEN SCREWSTO CONCRETEP.T. 6X6 POST(TYPICAL U.N.OSIMPSON HUC26-3Z WITHTITEN SCREWS TO CONCRETE(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C.SIMPSON LUC26Z2X6 LADDER FR16" O.C. (TYPICASIMPSON LUC2(TYPICAL U.N.O(3) 2X6BEAM(3) 2X6BEAM(3EXTERIOR WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)SIMPSON HUC26-3ZSOLID 312" X 914" "PARALLAM PLUS"P.T. LVL BEAM. BEAM CANTILEVERSOVER STEEL BEAM TO SUPPORTBALCONY FRAMING(3) 134" X 914" LVL BEAM.BEAM CANTILEVERS OVERSTEEL BEAM TO SUPPORTBALCONY FRAMING(2) 2X6 BEAMS BELOWMECHANICAL CLOSETJOISTS, EQUALLY SPACEDSIMPSON HUC26-3Z(TYPICAL)SIMPSONHUC610SIMPSONHUC410(2) 2X10 BLOCKINGWITH SIMPSON U210-2EACH END (TYPICAL)SIMPSONHUC26-2BEAR STEEL BEAMDIRECTLY ON COLUMNAND CANTILEVER 12"BEYOND (TYPICAL U.N.O.)W8X10(3) 2X6BEAM(3) 2X6 BEAM WITHSIMPSON HUC26-3HANGERS EACH ENDWITH TITEN SCREWSTO CONCRETE(3) 2X6BEAM(3) 2X6BEAM(3) 2X6BEAM(3) 2X6BEAM(3) 2X6BEAM(3) 2X6BEAM(3) 2X6POST(3) 2X6 HOISTBEAM POST(EACH SIDE)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)TOP CHORD BEARINGTRUSSES AT ELEVATOR(TYPICAL)P.T. 6X6 POST ABOVE(4) 2X6 JACK STUDS AND(2) 2X6 KING STUD(TYPICAL EACH END)NOTE: LAYOUT OF FLOORTRUSSES IS DIFFERENT IN THISBAY TO ENSURE WALL STUDS ANDFLOOR TRUSSES ALIGN ABOVE2X6 JOISTS
AT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.(3) 2X6 BEAM WITHSIMPSON HUC26-3HANGERS EACH ENDWITH TITEN SCREWSTO CONCRETE1S.6W14X22
W14X22
W14X22
W14X22
W14X22
W14X22
W14X22
W14X22
W14X22
W14X22
W14X22
W24X62 [+3"]W24X94
W18X40
W24X146
W24X131
W24X162
W24X192
W24X192
W18X40
W24X146W18X40 W12X14W14X22W14X22W14X22 W14X22W14X22W24X131W24X162W18X40W12X14W24X146HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8W18X76
STEEL AND WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. TOP OF STEEL SHALL BE AT ELEVATION = 99'-6" UNLESS NOTED OTHERWISE WITH [+/- X"] ON PLAN.3. UNLESS REACTIONS ARE NOTED ON PLANS, BEAM CONNECTIONS SHALL BE DESIGNED FOR REACTIONS SHOWN ON SHEET SN.1, BEAM REACTION SCHEDULE.4. COORDINATE FLOOR OPENINGS WITH MECHANICAL DRAWINGS. G.C. TO ENSURE OPENINGS ARE LOCATED IN SUCH A MANNER AS NOT TO INTERFERE WITH THE BEAM FLANGE.5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL TEMPORARY BRACING NECESSARY TO HOLD FRAMING IN A SAFE AND STABLE CONDITION UNTIL ALL PERMANENTCONNECTIONS ARE COMPLETE.6. SEE PLAN FOR STUD SPACING IN BEARING WALLS.7. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHING EDGE 1/8" AS RECOMMENDED BYMANUFACTURER.8. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED). ADD STUDS AS REQUIREDWHERE ALIGNMENT IS REQUIRED.9. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.10. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.11. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.12. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENING LOCATIONS AND DIMENSIONS.13. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.14. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACING UNTIL SHEATHING IS INSTALLED.15. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.16. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.17. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".18. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.W18X40 [+3"]W18X40 [+3"]W18X40 [+3"]W18X40 [+3"]W24X68 [+3"]W24X68 [+3"]W24X76 [+3"]W24X68 [+3"]W24X76 [+3"]W24X68 [+3"]W16X26 [+3"]W21X44 [+3"]W12X14 [+3"]W12X14 [+3"]W18X40 [+3"]W18X40 [+3"]W24X68 [+3"]W24X76 [+3"]W16X26
PK-14PK-14PK-14PK-14PK-14PK-14HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8[A3][C2][B2](3) P.T. 2X8(3) P.T. 2X8(3) P.T. 2X8W14X43 [+3"][B2][B2]PK-14PK-14PK-14PK-14PK-14PK-16PK-14PK-18APK-14PK-18APK-14PK-18APK-14[B3]
(3) P.T. 2X8
(TYPICAL)NOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTION(3) 1 3 4 " X 18" LVL(2) 134" X 14" LVLR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSC.1aREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedBUILDING 301ST FLOOR FRAMING PLAN
18'-0"19'-0"19'-0"19'-0"19'-0"19'-0"19'-0"9'-4"TOP CHORD
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)TOP CHORD BEARING WOOD FLOORTRUSSES AT 24" O.C. (TYPICAL U.N.O.)TOP CHORD BEARING WOOD FLOORTRUSSES AT 24" O.C. (TYPICAL U.N.O.)24"24"24"20"2X6 JOISTS
AT 16" O.C.
2X6 JOISTS
AT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.CKET POCKET SIZEDETAILDULE6" X 12" 7/S.2414"214"018"6" X 12"6" X 12"318"6" X 12"7/S.27/S.27/S.2POCKETBEAMT.O. BEAMT.O. POCKET POCKET SIZEBEAM DEPTHDETAILBEARING PLATE & BEAM POCKET SCHEDULEW14X22 6" X 12" 7/S.213 34"99'-6"98'-414"W16X2615 34"98'-214"W18X4017 78"98'-018"PK-14PK-16PK-18A6" X 12"6" X 12"W18X40 [+3"]17 78"98'-318"PK-18B6" X 12"99'-6"99'-6"99'-9"7/S.27/S.27/S.21FIRST FLOOR FRAMING PLAN BUILDING 30SC.1bScale: 1/8" = 1'19'-0"91110121617181920131415212214'-0"10'-0"10'-0"7'-878"19'-8"8'-478"9'-514"24'-4"9'-234"26'-0"6'-0"7'-812"29'-0"29'-0"7'-0"16"P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.TOP CHORD
BEARING
2X6 JOISTS
AT 16" O.C.
2X6 JOISTS
AT 16" O.C.7'-312"R.O.9'-0"
R.O.FE16"
(3) AT 16"16"16"16"16"16"16"24"24"24"TOP CHORD BEARINGAT STAIRS, EACH SIDE1S.21S.21S.210S.810S.810S.810S.810S.810S.812S.712S.712S.711S.711S.711S.711S.710S.210S.28S.61S.21S.22S.22S.24S.24S.24S.24S.2S.23S.23S.23S.23S.23S.23S.23S.238S.29S.214"14"EL BEAM DIRECTLYMN AND CANTILEVERD (TYPICAL U.N.O.)6" CANTILEVER6" CANT.BEAR STEEL BEAM DIRECTLYON COLUMN AND CANTILEVER12" BEYOND (TYPICAL U.N.O.)2X6 STRONGBACKSAT 10'-0" O.C. MAX(TYPICAL)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z WITHTITEN SCREWS TO CONCRETE(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z WITHTITEN SCREWS TO CONCRETE(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)6" CANT. ATSTAIRS (TYP.EACH SIDE)SIMPSON U210-2(TYP. EACH END)SIMPSON HUC414. BLOCK STEEL BEAM WEBSOLID FOR HANGER CONNECTION. FASTENWITH MINIMUM (4) 1/2" DIA. BOLTS AT WITHIN12" OF HANGER LOCATION. BLOCKING MUSTBEAR ON STEEL BEAM BOTTOM FLANGE(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)312" X 514"LVL POST(3) 2X6BEAM(3) 2X6BEAM(3) 2X6BEAM(3) 2X6BEAMBEAR STEEL BEAMDIRECTLY ON COLUMNAND CANTILEVER 12"BEYOND (TYPICAL U.N.O.)W8X10(3) 2X6BEAM(3) 2X6BEAM(3) 2X6BEAM(3) 2X6BEAM(3) 2X6POST(3) 2X6 HOISTBEAM POST(EACH SIDE)TOP CHORD BEARINGTRUSSES AT ELEVATOR(TYPICAL)NOTE: LAYOUT OF FLOORTRUSSES IS DIFFERENT IN THISBAY TO ENSURE WALL STUDS ANDFLOOR TRUSSES ALIGN ABOVE2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.(3) 2X6 BEAM WITHSIMPSON HUC26-3HANGERS EACH ENDWITH TITEN SCREWSTO CONCRETE(3) 2X6 BEAM WITHSIMPSON HUC26-3HANGERS EACH ENDWITH TITEN SCREWSTO CONCRETE(3) 2X6 BEAM WITHSIMPSON HUC26-3HANGERS EACH ENDWITH TITEN SCREWSTO CONCRETE(3) 2X6 BEAM WITHSIMPSON HUC26-3HANGERS EACH ENDWITH TITEN SCREWSTO CONCRETEW14X22
W14X22
W14X22
W24X192
W18X40
W24X146
W18X40
W12X14W14X22W14X22W14X22W14X22W14X22W14X22W14X22W14X22 W14X22W14X22W14X22W14X22W14X22W18X40W27X84W24X162W24X131W24X131W24X131W24X131W24X162W18X40W12X14W24X146HSS6
X6
X3/8
HSS6
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X3/8STEEL AND WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. TOP OF STEEL SHALL BE AT ELEVATION = 99'-6" UNLESS NOTED OTHERWISE WITH [+/- X"] ON PLAN.3. UNLESS REACTIONS ARE NOTED ON PLANS, BEAM CONNECTIONS SHALL BE DESIGNED FOR REACTIONS SHOWN ON SHEET SN.1, BEAM REACTION SCHEDULE.4. COORDINATE FLOOR OPENINGS WITH MECHANICAL DRAWINGS. G.C. TO ENSURE OPENINGS ARE LOCATED IN SUCH A MANNER AS NOT TO INTERFERE WITH THE BEAM FLANGE.5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL TEMPORARY BRACING NECESSARY TO HOLD FRAMING IN A SAFE AND STABLE CONDITION UNTIL ALL PERMANENTCONNECTIONS ARE COMPLETE.6. SEE PLAN FOR STUD SPACING IN BEARING WALLS.7. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHING EDGE 1/8" AS RECOMMENDED BYMANUFACTURER.8. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED). ADD STUDS AS REQUIREDWHERE ALIGNMENT IS REQUIRED.9. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.10. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.11. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.12. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENING LOCATIONS AND DIMENSIONS.13. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.14. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACING UNTIL SHEATHING IS INSTALLED.15. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.16. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.17. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".18. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.W24X68 [+3"]W24X76 [+3"]W24X68 [+3"]W16X26 [+3"]W21X44 [+3"]W12X14 [+3"]W18X40 [+3"]W18X40 [+3"]W18X40 [+3"]W18X40 [+3"]W18X40 [+3"]W18X40 [+3"]W18X40 [+3"]W18X40 [+3"]W18X40 [+3"]W18X40 [+3"]W18X40 [+3"]W12X14 [+3"]W24X62 [+3"]W24X68 [+3"]W24X76 [+3"]W16X26 PK-14PK-18BPK-14PK-14PK-14PK-14PK-14HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6
X6
X3/8
HSS6
X6
X3/8
HSS6
X6
X3/8
HSS6
X6
X3/8
HSS6
X6
X3/8
HSS6
X6
X3/8
HSS6X6X3/8HSS6X6X3/8
HSS6
X6
X3/8
HSS6
X6
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HSS6
X6
X3/8
HSS6
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HSS6X6X3/8HSS6X6X3/8[A3](3) P.T. 2X8(3) P.T. 2X8(3) P.T. 2X8(3) P.T. 2X8(3) P.T. 2X8[C2][B2][B2][B2]16PK-14PK-18APK-14PK-18APK-14PK-14PK-14PK-14PK-14PK-14PK-14PK-18APK-14[B3]NOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTION(2) 134" X 14" LVLR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSC.1bREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedBUILDING 301ST FLOOR FRAMING PLAN
NOTE: POSITION STAIRSTRINGER BEAM FLUSHWITH STAIR TREADS.SEE DETAIL 2/S.816"4'-0"TOP CHORDBEARINGAT ELEV.22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X6 JOISTS AT 16" O.C.28"3'-4"3'-4"2X6 JOISTS
AT 16" O.C.
2X6 JOISTS
AT 16" O.C.
2X6 JOISTS
AT 16" O.C.
2X6 JOISTS
AT 16" O.C.3'-4"16"16"16"16"2X6 JOISTS
AT 16" O.C.
2X6 JOISTS
AT 16" O.C.
2X6 JOISTSAT 16" O.C.16"16"3'-4"16"16"2X6 JOISTS
AT 16" O.C.
2X6 JOISTSAT 16" O.C.16"16"3'-4"16"16"16"16"7'-312"R.O.9'-0"R.O.3'-4"3'-4"2X6 JOISTSAT 16" O.C.16"2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JO2'-8"16"16"16"16"16"16"SC.2aScale: 1/8" = 1'1SC.2b1SECOND FLOOR FRAMING PLAN BUILDING 302X10 JOISTSAT 24" O.C.17'-7"
R.O.4'-214"R.O.6"
WOOD ROOF
T
R
U
S
S
E
S
AT 24" O.C.
TOP CHORD
B
E
A
R
I
N
G
AT STAIRS
P.T. 2X6 JOIS
T
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AT 16" O.C.
16"
16"8'-0"12'-0" (TYP. U.N.O.)22" DEEP WO
O
D
F
L
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O
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AT 24" O.C. (T
Y
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16"
16"WOOD ROOF TRUSSESAT 24" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.1S.62S.64S.64S.65S.66S.65S.66S.67S.68S.6S.691S.73S.74S.74S.73S.74S.74S.71S.62S.62S.71S.62S.61S.62S.61S.62S.65S.66S.65S.66S.64S.73S.74S.74S.73S.74S.74S.73S.74S.74S.73S.74S.78S.78S.73S.63S.610S.65S.77S.77S.107S.104S.75S.75S.75S.71S.62S.6TOP CHORDBEARINGAT ELEV.(3) 2X6 POST(TYPICAL U.N.O.)EXTERIOR WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)(3) 2X6 POST(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.SIMPSON HUC26-3Z(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(3) 2X6 HOISTBEAM POST(EACH SIDE)P.T. 6X6 POST(TYPICAL U.N.OSIMPSON HUC26-3Z(TYPICAL U.N.O.)APPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGSEXTERIOR WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)EXTERIOR WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(4) 2X6 POST(TYPICAL EACH END)SIMPSONHU210-2(3) 2X6 POST(TYP. EACHSIDE)SIMPSON U210-2(TYP. EACH END)EXTERIOR WALL:2X6 STUDS AT 24" O.C.SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X8 BEAM(TYP. EACHSIDE)P.T. 6X6 POST(TYP. EACH SIDE)(3) 2X6 POST(TYP. EACHSIDE)2X12 LEDGER. FASTEN TOEACH WALL STUD WITH (3)1/4" DIA. X 5" SDS SCREWSSIMPSON LUC26Z(TYPICAL U.N.O.)(3) 2X6POSTSIMPSON HUC48 ATTACHED TO 2X8BLOCKING WITH SIMPSON LB28 TOTRUSS AND LU26 TO POSTSIMPSONHUC610(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)(3) 2X4POSTSIMPSONHUC410(2) 2X10 BLOCKINGWITH SIMPSONU210-2 EACH END(TYPICAL)(3) 2X8 BEAM(TYP. EACHSIDE)P.T. 6X6 POST(TYP. EACH SIDE)SIMPSONHUC26-3Z(TYP. EACHSIDE)(3) 2X6 POST(EACH SIDE)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)2X6 LADDER FR16" O.C. (TYPICASIMPSON LUC2(TYPICAL U.N.O2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)2X6 LADDERFRAMING AT 16" O.C.(TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(2) 2X8 BEAM BELOWMECHANICAL CLOSET JOISTS(3) 134" X 914" LVL BEAM BELOW.BEAM CANTILEVERS OVER POST TOSUPPORT BALCONY FRAMINGBEAR 2X8 BEAM DIRECTLY ONCANTILEVERED LVL BEAM(3) 2X6 POST (TYPICAL)SOLID 312" X 914" "PARALLAM PLUS" P.T. LVLBEAM BELOW. BEAM CANTILEVERS OVERPOST TO SUPPORT BALCONY FRAMINGBEAR 2X8 BEAM DIRECTLY ONCANTILEVERED LVL BEAMP.T. 6X6 POST ABOVE AND BELOWGABLE END TRUSSGABLE END TRUSS(3) 2X6 POST(3) 2X6 POST(3) 2X6POSTTOP CHORDBEARING[B3][A2][C2][C2][C2][C2][C2][C2][C2][C2][C2][C2][C2][C2][C2][C2][C2][B3][B3][A2](3) P.T. 2X8(3) P.T. 2X8(3) P.T. 2X8SHEAR WALL
C
[A3](3) P.T. 2X8(3) P.T. 2X8(3) P.T. 2X8(3) P.T. 2X8[C2][C2][A2]
[A2]
[A2]
[A2]
[A2](3) P.T. 2X8(3) P.T. 2X8[A2]
[A2]
[A2]
[A2]
SHEAR WALL
C
SHEAR WALL
C
SHEAR WALL
C [B3]SHEAR WALL
C
SHEAR WALL
C
SHEAR WALL
C
SHEAR WALL C
[B3][B3][C2]
[C2]
[C2]
[A3][C2][C2][C2][C2][C2][A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8SHEAR WALL CSHEAR WALL CSHEAR WALL CSHEAR WALL C[C2][C2][C2][B3][C2][C2][C2][C2][C2][C3][C3][C3][C2][A3](3) 134" X 1178" LVL[B2][D3](3) 134" X 1178" LVL[B2][C2][B2][B2][A3][C1][C2][B2][C2]SHEAR WALL
D
(3) P.T. 2X8
SHEAR WALL
D[B3][C3][B3]SIMNOTE: SEE ARCHITECTURAL DRAWINGSFOR ADDITIONAL INFORMATION ATCANTILEVERED BALCONY FRAMINGNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE AADDITIONAL BALCONY CONOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTION[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSC.2aBUILDING 302ND FLOOR FRAMING PLAN
16"16"TOP CHORDBEARINGAT ELEV.2X6 JOISTS
AT 16" O.C.
2X6 JOISTS
AT 16" O.C.3'-4"16"16"2X6 JOISTS
AT 16" O.C.
2X6 JOISTS
AT 16" O.C.3'-4"16"16"16"16"7'-312"R.O.9'-0"
R.O.3'-4"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X6 JOISTS AT 16" O.C.4'-0"28"3'-4"4'-0"TOP CHORD BEARINGAT STAIRS2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.3'-4"16"16"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"16"16"16"16"16"16"2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.16"2'-8"16"16"16"16"16"16"SC.2bScale: 1/8" = 1'1SECOND FLOOR FRAMING PLAN BUILDING 3017'-7"R.O.4'-214"R.O.2X10 JOISTSAT 24" O.C.6"NOTE: POSITION STAIRSTRINGER BEAM FLUSHWITH STAIR TREADS.SEE DETAIL 2/S.8WOOD ROOF TRUSSESAT 24" O.C.6 JOISTS6" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTST 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.1S.72S.71S.62S.61S.62S.61S.62S.64S.63S.61S.62S.61S.62S.65S.66S.65S.66S.65S.66S.65S.66S.68S.6S.693S.74S.74S.73S.74S.74S.74S.73S.74S.74S.73S.74S.71S.62S.63S.64S.67S.68S.78S.710S.67S.104S.75S.75S.75S.75S.75S.7WOOD ROOF TRUSSESAT 24" O.C.7S.10TOP CHORDBEARINGAT ELEV.(3) 2X6 POST(TYPICAL U.N.O.)EXTERIOR WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(3) 2X6 HOISTBEAM POST(EACH SIDE)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)EXTERIOR WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POSTINTERIOR BEARING WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALL:2X6 STUDS AT 24" O.C.(3) 2X6 POSTSIMPSON HUC26-3ZINTERIOR BEARING WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:(2) 2X6 STUDS AT 24" O.C.NED WITH FLOOR TRUSSES(TYPICAL U.N.O.)APPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGSINTERIOR BEARING WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)2X6 POSTPICAL U.N.O.)PSON HUC26-3ZTYPICAL U.N.O.)EXTERIOR WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)(4) 2X6 POST(TYPICAL EACH END)SIMPSONHU210-2(3) 2X6 POST(TYP. EACHSIDE)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X8 BEAM(TYP. EACHSIDE)(3) 2X6 POST(TYP. EACH SIDE)2X12 LEDGER. FASTEN TOEACH WALL STUD WITH (3)1/4" DIA. X 5" SDS SCREWS(3) 2X6 POST(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)SIMPSON U210-2(TYP. EACH END)(3) 2X4POST(3) 2X8 BEAM(TYP. EACHSIDE)P.T. 6X6 POST(TYP. EACH SIDE)SIMPSONHUC26-3Z(TYP. EACHSIDE)(3) 2X6 POST(EACH SIDE)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)2X6 LADDERFRAMING AT 16" O.C.(TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)P.T. 6X6 POSTSIMPSON HUC26-2Z2X6 LADDER FRAMINGAT 16" O.C.GABLE END TRUSSP.T. 6X6 POST(TYP. EACH SIDE)GABLE END TRUSS(3) 2X6 POST(3) 2X6 POST(3) 2X6POSTTOP CHORDBEARING[C2][C2][B3]X8(3) P.T. 2X8[C2][C2][A2]
[A2]3) P.T. 2X8(3) P.T. 2X8[A2]
[A2]
SHEAR WALL
C [B3]SHEAR WALL
C
SHEAR WALL
C
[C2][C2][C2][C2][A2][C2][C2][C2][C2][C2][C2][C2][C2][A2][B3][A3][A2][A2][A2][A3](3) P.T. 2X8(3) P.T. 2X8SHEAR WALL D[C2](3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8SHEAR WALL CSHEAR WALL CSHEAR WALL CSHEAR WALL CSHEAR WALL CSHEAR WALL C[C2]SHEAR WALL C[C2][C2][C2][C2][C2][C2][B3][C2][B3][C2][B3][C2][C2][C2][C2][C2][C2][C2][C3][C3][C3][C3][C2][A3](3) 134" X 1178" LVL[B2][D3](3) 134" X 1178" LVL[B2][A3][B2][C2][B2][C2][C1][C2]SHEAR WALL D[B2][B3][C3][B3]SIMNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTION[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD SHEAR WALL SCHEDULELABELSHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSC.2bBUILDING 302ND FLOOR FRAMING PLAN
28"2X6 JOISTS
AT 16" O.C.2X10 JOISTSAT 24" O.C.16"2X6 JOISTSAT 16" O.C.9'-0"R.O.2'-8"2X6 JOISTSAT 16" O.C.TOP CHORDBEARINGAT ELEV.22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)4'-0"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X6 JOISTS AT 16" O.C.3'-4"3'-4"TOP CHORD
B
E
A
R
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N
G
A
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T
A
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R
S
2X6 JOISTS
AT 16" O.C.
2X6 JOISTS
AT 16" O.C.
2X6 JOISTS
AT 16" O.C.4'-214"R.O.17'-7"
R.O.3'-4"16"16"16"16"6"
2X6 JOISTS
AT 16" O.C.
2X6 JOISTS
AT 16" O.C.
2X6 JOISTSAT 16" O.C.3'-4"16"16"16"2X6 JOISTS
AT 16" O.C.16"16"3'-4"16"16"16"16"3'-4"3'-4"2X6 JOISTSAT 16" O.C.16"16"2X6 JOISTSAT 16" O.C.2X6 JO16"16"16"16"16"16"SC.3aScale: 1/8" = 1'1SC.3b1THIRD FLOOR FRAMING PLAN BUILDING 30P.T. 2X6 JOIS
T
S
AT 16" O.C.
16"
16"8'-0"12'-0" (TYP. U.N.O.)22" DEEP WO
O
D
F
L
O
O
R
T
R
U
S
S
E
S
AT 24" O.C. (T
Y
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A
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16"
16"7'-312"R.O.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.1S.62S.64S.64S.65S.66S.65S.66S.67S.68S.6S.691S.710S.63S.74S.74S.73S.74S.74S.71S.62S.61S.62S.61S.62S.61S.62S.65S.66S.65S.66S.64S.73S.74S.74S.73S.74S.74S.73S.74S.74S.73S.74S.78S.73S.63S.65S.77S.72S.74S.75S.75S.75S.71S.62S.6TOP CHORDBEARINGAT ELEV.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)EXTERIOR WALL:2X6 STUDS AT 24" O.C.(3) 2X6 POST(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POSTP.T. 6X6 POST(TYPICAL U.N.O.)2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)EXTERIOR WALL:2X6 STUDS AT 24" O.C.(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.OSIMPSON HUC26-3Z(TYPICAL U.N.O.)APPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGSSIMPSON U210-2(TYP. EACH END)(3) 2X4POSTEXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL EACH END)SIMPSONHU210-2(3) 2X6 POST(TYPICALEACH END)SIMPSON LUC26Z(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(3) 2X6POSTSIMPSON HUC48 ATTACHED TO 2X8BLOCKING WITH SIMPSON LB28 TOTRUSS AND LU26 TO POSTSIMPSONHUC610SIMPSONHUC410(2) 2X10 BLOCKINGWITH SIMPSONU210-2 EACH END(TYPICAL)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)2X6 LADDER FR16" O.C. (TYPICASIMPSON LUC2(TYPICAL U.N.O2X6 LADDERFRAMING AT 16" O.C.(TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)2X6 LADDERFRAMING AT 16" O.C.(TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(2) 2X8 BEAM BELOWMECHANICAL CLOSET JOISTS(3) 134" X 914" LVL BEAM BELOW.BEAM CANTILEVERS OVER POST TOSUPPORT BALCONY FRAMING(3) 2X6 POST (TYPICAL)SOLID 312" X 914" "PARALLAM PLUS" P.T. LVLBEAM BELOW. BEAM CANTILEVERS OVERPOST TO SUPPORT BALCONY FRAMINGBEAR 2X8 BEAM DIRECTLY ONCANTILEVERED LVL BEAMP.T. 6X6 POST ABOVE AND BELOW(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(EACH SIDE)BEAR 2X8 BEAM DIRECTLY ONCANTILEVERED LVL BEAM8S.7TOP CHORDBEARING(3) 2X6 HOISTBEAM POST(EACH SIDE)[C2][C2][C2][C2][A3][A2]
[A2]
[A2]
SHEAR WALL
D
[A2]
SHEAR WALL
B [C2](3) P.T. 2X8[A2][B3][C2][C2][C2][C2][C2][C2][C2][C2][C2][C2][C2][B3][C2][B3](3) P.T. 2X8[A2](3) P.T. 2X8(3) P.T. 2X8SHEAR WALL
B
[B2]
SHEAR WALL
D[B2][A3](3) P.T. 2X8[C2][C1](3) P.T. 2X8(3) P.T. 2X8(3) P.T. 2X8[A2]
[A2][C2][C2](3) P.T. 2X8[A2](3) P.T. 2X8[A2]
[A2]
SHEAR WALL
B
SHEAR WALL
B [B3]SHEAR WALL
B
SHEAR WALL
B
SHEAR WALL B
SHEAR WALL
B
[B3][C2][B3][B3][C2]
[A3]
[C2][C2][B2][C2][C2][C2][A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2]SHEAR WALL BSHEAR WALL BSHEAR WALL BSHEAR WALL B[C2][C2][C2][C2][B3][C2][C2][C2][C2][B3][B3][B3][A2][A3](3) 134" X 1178" LVL[B2](3) 134" X 1178" LVL[B2][C2](3) P.T. 2X8[B3][B3]SIMNOTE: SEE ARCHITECTURAL DRAWINGSFOR ADDITIONAL INFORMATION ATCANTILEVERED BALCONY FRAMINGNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE AADDITIONAL BALCONY CONOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTION[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSC.3aBUILDING 303RD FLOOR FRAMING PLAN
16"2X6 JOISTS
AT 16" O.C.
9'-0"
R.O.4'-0"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"16"16"2'-8"2X6 JOISTSAT 16" O.C.TOP CHORDBEARINGAT ELEV.2X6 JOISTS
AT 16" O.C.
2X6 JOISTS
AT 16" O.C.3'-4"16"2X6 JOISTS
AT 16" O.C.16"3'-4"16"16"16"3'-4"3'-4"2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X6 JOISTS AT 16" O.C.4'-0"28"TOP CHORD BEARING AT STAIRS2X6 JOISTSAT 16" O.C.4'-214"R.O.17'-7"R.O.2X10 JOISTSAT 24" O.C.3'-4"16"16"16"16"16"16"16"16"6"2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.16"16"16"16"16"16"16"SC.3bScale: 1/8" = 1'1THIRD FLOOR FRAMING PLAN BUILDING 3022" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)7'-312"R.O.6 JOISTS6" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTST 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.1S.71S.62S.61S.62S.61S.62S.64S.63S.61S.62S.61S.62S.61S.62S.65S.66S.65S.66S.65S.66S.65S.66S.68S.6S.693S.74S.74S.73S.74S.74S.74S.73S.74S.74S.73S.74S.71S.62S.63S.64S.67S.68S.710S.62S.74S.75S.75S.75S.75S.75S.7TOP CHORDBEARINGAT ELEV.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)EXTERIOR WALL:2X6 STUDS AT 24" O.C.SIMPSON HUC26-3Z(3) 2X6 POSTEXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.NED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)APPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGS2X6 POSTPICAL U.N.O.)PSON HUC26-3ZTYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL EACH END)SIMPSONHU210-2(3) 2X6 POST(TYPICALEACH END)(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(3) 2X4POST2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)2X6 LADDERFRAMING AT 16" O.C.(TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)P.T. 6X6 POSTSIMPSON HUC26-2Z2X6 LADDER FRAMINGAT 16" O.C.(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(EACH SIDE)8S.7TOP CHORDBEARING(3) 2X6 HOISTBEAM POST(EACH SIDE)[A2][C2][C2][A3][A2](3) P.T. 2X8[C2][C2][C2][B3]X8(3) P.T. 2X8[A2][C2][C2]3) P.T. 2X8[A2](3) P.T. 2X8[A2]
SHEAR WALL
B [B3]SHEAR WALL
B
SHEAR WALL
B
[B3][C2][C2][C2][C2][C2][C2][A2][C2][C2][C2][B3][C2][A2][A2][A3](3) P.T. 2X8[A3][A2][A2](3) P.T. 2X8SHEAR WALL D[C2][B2][C1][C2][C2](3) P.T. 2X8[A2][A2](3) P.T. 2X8[A2](3) P.T. 2X8(3) P.T. 2X8(3) P.T. 2X8[A2](3) P.T. 2X8[A2]SHEAR WALL BSHEAR WALL BSHEAR WALL BSHEAR WALL BSHEAR WALL BSHEAR WALL BSHEAR WALL B[C2][C2][C2][C2][C2][C2][B3][C2][B3][C2][C2][C2][C2][C2][C2][C2][C2][B3][B3][B3][B3][B3][A2][A3](3) 134" X 1178" LVL[B2](3) 134" X 1178" LVL[B2][C2]SHEAR WALL D[B2][B2][B3][B3]SIMNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTION[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD SHEAR WALL SCHEDULELABELSHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSC.3bBUILDING 303RD FLOOR FRAMING PLAN
4'-0"TOP CHORDBEARINGAT ELEV.22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X6 JOISTS AT 16" O.C.28"3'-4"3'-4"TOP CHORD
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SP.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTS
AT 16" O.C.
2X6 JOISTS
AT 16" O.C.
2X6 JOISTS
AT 16" O.C.3'-4"16"16"16"16"6"P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTS
AT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTS
AT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.16"16"3'-4"16"16"P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTS
AT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.16"16"3'-4"16"16"16"16"9'-0"R.O.3'-4"3'-4"P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.16"16"P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JO2'-8"16"16"16"16"16"16"SC.4aScale: 1/8" = 1'1SC.4b1FOURTH FLOOR FRAMING PLAN BUILDING 3022'-10"
R.O.8'-914"R.O.P.T. 2X6 JOIS
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AT 16" O.C.2X6 JOISTSAT 16" O.C.22" DEEP WO
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16"
16"
16"8'-0"12'-0" (TYP. U.N.O.)7'-312"R.O.1S.62S.61S.62S.63S.63S.64S.64S.65S.66S.65S.66S.67S.68S.6S.691S.73S.74S.74S.73S.74S.74S.75S.101S.62S.65S.71S.62S.65S.75S.66S.65S.66S.64S.73S.74S.74S.73S.74S.74S.73S.74S.74S.73S.74S.78S.75S.77S.72S.74S.7ROOF TRUSSESAT 24" O.C.TOP CHORDBEARINGAT ELEV.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)(3) 2X6 POSTSIMPSON HUC26-3Z(TYPICAL U.N.O.)2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)EXTERIOR WALL:2X6 STUDS AT 24" O.C.(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(2) P.T. 2X6 JOIST AT END(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON HUC26-2Z(TYPICAL U.N.O.)P.T. 6X6 POS(TYPICAL U.N(2) P.T. 2X6 JO(TYPICAL U.NSIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON HU(TYPICAL U.NAPPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGS(3) 2X6POST(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL EACH END)SIMPSONHU210-2(3) 2X6 POST(EACH END)(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(2) P.T. 2X6 JOIST AT END(TYPICAL U.N.O.)SIMPSON HUC26-2Z(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(2) P.T. 2X6 JOIST AT END(TYPICAL U.N.O.)SIMPSON HUC26-2Z(TYPICAL U.N.O.)(3) 2X6 POST (TYPICAL)SOLID 312" X 914" "PARALLAM PLUS" P.T. LVLBEAM BELOW. BEAM CANTILEVERS OVERPOST TO SUPPORT BALCONY FRAMINGSIMPSONHUC410(2) 2X10 BLOCKINGWITH SIMPSONU210-2 EACH END(TYPICAL)(3) 134" X 914" LVL BEAM BELOW.BEAM CANTILEVERS OVER POST TOSUPPORT BALCONY FRAMING(2) 2X8 BEAM BELOWMECHANICAL CLOSET JOISTSSIMPSON HUC48 ATTACHED TO 2X8BLOCKING WITH SIMPSON LB28 TOTRUSS AND LU26 TO POSTSIMPSONHUC610BEAR 2X8 BEAM DIRECTLY ONCANTILEVERED LVL BEAMP.T. 6X6 POST ABOVE AND BELOWP.T. 6X6 POST(TYPICAL U.N.O.)(2) P.T. 2X6JOIST AT END(TYPICAL U.N.O.)SIMPSON HUC26-2Z(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYP. U.N.O.)(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(EACH SIDE)BEAR 2X8 BEAM DIRECTLY ONCANTILEVERED LVL BEAM8S.7TOP CHORDBEARING(3) 2X6 HOISTBEAM POST(EACH SIDE)[C2][C2][B3][B3][C2][A2][C2][C2][C2][C2][C2][C2][C2][C2][C2][C2][B3][C2][C2](3) P.T. 2X8(3) P.T. 2X8SHEAR WALL
A
SHEAR WALL
D[A3][C1][C2](3) P.T. 2X8(3) P.T. 2X8(3) P.T. 2X8(3) P.T. 2X8[C2][C2][A2]
[A2]
[A2]
[A2]
[A2](3) P.T. 2X8(3) P.T. 2X8[A2]
[A2]
[A2]
[A2]
SHEAR WALL
A
SHEAR WALL
A
SHEAR WALL
A
SHEAR WALL
A
SHEAR WALL
D
SHEAR WALL
A
SHEAR WALL
A
SHEAR WALL A
[B3][B3][B3][C2]
[C2]
[C2]
[A3][C2][C2][C2][C2][C2][A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8SHEAR WALL ASHEAR WALL ASHEAR WALL ASHEAR WALL A[C2][C2][C2][C2][C2][C2][C2][C2][B3][B3][B3][C3][C3][A2][A3](3) 134" X 1178" LVL[B2](3) 134" X 1178" LVL[B2]SIM.[C2](3) P.T. 2X8[B3][B3]SIMNOTE: SEE ARCHITECTURAL DRAWINGSFOR ADDITIONAL INFORMATION ATCANTILEVERED BALCONY FRAMING[A3][A2]
[A3]NOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE AADDITIONAL BALCONY CO[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSC.4aBUILDING 304TH FLOOR FRAMING PLAN
TOP CHORDBEARINGAT ELEV.6 JOISTS6" O.C.2X6 JOISTS
AT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTS
AT 16" O.C.3'-4"16"16"2X6 JOISTST 16" O.C.2X6 JOISTS
AT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTS
AT 16" O.C.3'-4"16"16"16"16"9'-0"
R.O.3'-4"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X6 JOISTS AT 16" O.C.4'-0"28"3'-4"4'-0"TOP CHORD BEARING AT STAIRSP.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.3'-4"16"16"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"16"16"16"16"16"16"16"6"P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.16"16"2'-8"16"16"16"16"16"16"SC.4bScale: 1/8" = 1'1FOURTH FLOOR FRAMING PLAN BUILDING 3022'-10"R.O.8'-914"R.O.22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)7'-312"R.O.1S.71S.62S.65S.105S.75S.71S.62S.61S.62S.64S.63S.65S.72S.61S.65S.75S.66S.65S.66S.65S.66S.65S.66S.68S.6S.693S.74S.74S.73S.74S.74S.74S.73S.74S.74S.73S.74S.71S.62S.63S.64S.67S.68S.72S.74S.7ROOF TRUSSESAT 24" O.C.TOP CHORDBEARINGAT ELEV.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(2) P.T. 2X6 JOIST AT END(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON HUC26-2Z(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(2) P.T. 2X6 JOIST AT END(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON HUC26-2Z(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)EXTERIOR WALL:2X6 STUDS AT 24" O.C.SIMPSON HUC26-3Z(3) 2X6 POSTEXTERIOR WALL:2X6 STUDS AT 24" O.C.P.T. 6X6 POSTSIMPSON HUC26-2Z(2) P.T. 2X6 JOIST AT ENDEXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.NED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)APPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGS2X6 POSTPICAL U.N.O.)PSON HUC26-3ZTYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)(3) 2X6 POST(TYPICAL EACH END)SIMPSONHU210-2(3) 2X6 POST(EACH END)(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(2) P.T. 2X6 JOIST AT END(TYPICAL U.N.O.)SIMPSON HUC26-2Z(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(2) P.T. 2X6 JOIST AT END(TYPICAL U.N.O.)SIMPSON HUC26-2Z(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYP. U.N.O.)(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(EACH SIDE)8S.7TOP CHORDBEARING(3) 2X6 HOISTBEAM POST(EACH SIDE)[B3][C2][C2]X8(3) P.T. 2X8[C2][C2][A2]
[A2]3) P.T. 2X8(3) P.T. 2X8[A2]
[A2]
SHEAR WALL
A
SHEAR WALL
A
SHEAR WALL
A
[B3][C2][C2][C2][C2][A2][C2][C2][C2][C2][C2][C2][C2][C2][A2][B3][A3][A2][A2][A2][A3](3) P.T. 2X8(3) P.T. 2X8SHEAR WALL DSHEAR WALL D[C2][C1][C2](3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8SHEAR WALL ASHEAR WALL ASHEAR WALL ASHEAR WALL ASHEAR WALL ASHEAR WALL ASHEAR WALL A[C2][C2][C2][C2][C2][C2][C2][C2][B3][B3][C2][C2][C2][C2][C2][C2][C2][C2][B3][B3][B3][B3][C3][C3][A2][A3](3) 134" X 1178" LVL[B2](3) 134" X 1178" LVL[B2]SIM.[C2][B3][B3]SIM[A2][A3]NOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTION[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD SHEAR WALL SCHEDULELABELSHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSC.4bBUILDING 304TH FLOOR FRAMING PLAN
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[B3][A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD SHEAR WALL SCHEDULELABELSHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.WOOD ROOF FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS. ROOF TRUSSES DO NOT NEED TO ALIGN WITH STUDS. USE (3) 2X6 TOP PLATE AT BEARING WALLS.3. TRUSS MANUFACTURER LAYOUT TRUSSES AS NEEDED TO BEST SATISFY ROOF GEOMETRY. ADD TRUSSES AS NEEDED.4. ROOF SHEATHING SHALL BE 5/8" APA RATED EXPOSURE 1 ROOF SHEATHING.5. SEE ARCHITECTURAL DRAWINGS FOR ROOF TRUSS PROFILES, EAVE DETAILS AND DIMENSIONS.6. TRUSS MANUFACTURER SHALL DESIGN AND PROVIDE ALL HANGERS FOR TRUSS TO BEAM OR TRUSS TO TRUSS CONNECTIONS.7. REFER TO TRUSS BRACING DIAGRAM ON SHEET SN.1 FOR TYPICAL TRUSS BRACING REQUIREMENTS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCHITECTURAL OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND LONG EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. G.C. COORDINATE EXACT RTU WEIGHTS AND LOCATIONS WITH TRUSS MANUFACTURER AND MECHANICAL DRAWINGS (RTU WEIGHTS TBD).15. SEE ARCHITECTURAL DRAWINGS FOR TRUSS PROFILES.16. AT GABLE END TRUSSES, GENERAL CONTRACTOR PROVIDE:A) 2X4 L-BRACING ON WEBS GREATER THAN 5'-0" IN LENGTH ANDB) 2X6 L-BRACING ON WEBS GREATER THAN 9-0" IN LENGTH,FASTEN L-BRACING WITH 12d NAILS AT 8" O.C.REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSC.5aBUILDING 30ROOF FRAMING PLAN
SC.5bScale: 1/8" = 1'1ROOF FRAMING PLAN BUILDING 30WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)5S.96S.91S.92S.91S.104S.74S.73S.93S.94S.96S.95S.91S.92S.91S.92S.96S.94S.91S.92S.91S.92S.95S.91S.92S.97S.92S.91S.91S.104S.74S.74S.71S.104S.74S.71S.104S.73S.95S.116S.95S.95S.95S.96S.95S.92X10 AT24" O.C.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)2X6 LADDER FRAMED RAKEAT 16" O.C. (TYPICAL U.N.O.)(3) 2X6 POST(TYP. U.N.O.)G WALLS:T 24" O.C.TRUSSESAL U.N.O.)OVERBUILD ROOFTRUSSES AT 24" O.C.(TYPICAL U.N.O.)2X4 DIAGONAL ANDLATERAL BOTTOM CHORDBRACING - SEE SN.1(3) 2X6 POSTOVERBUILD ROOFTRUSSES AT 24" O.C.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)(3) 2X6 POSTEXTERIOR WALL:2X6 STUDS AT 24" O.C.P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)2X6 LADDER FRAMED RAKEAT 16" O.C. (TYPICAL U.N.O.)(3) 2X6 POST(TYP. U.N.O.)GABLE END TRUSS(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYP. U.N.O.)GABLE END TRUSSINTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)(3) 2X6 POST(TYP. U.N.O.)OVERBUILD ROOFTRUSSES AT 24" O.C.(TYPICAL U.N.O.)GABLE END TRUSS(TYPICAL U.N.O.)2X6 LADDER FRAMED RAKEAT 16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POSTSIMPSON HUC26-3ZGABLE END TRUSSEXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)(3) 2X6 POST(EACH SIDE)514" X 1178" SOLID PSL HOISTBEAM. LOCATION TO BECOORD. WITH ELEVATORSHOP DRAWINGS(3) 2X6 HOIST BEAMPOST (EACH SIDE)(3) 2X6 POST(3) 2X6 POSTBLOCK ALL PANELJOINTS (TYPICAL)BLOCK ALL PANELJOINTS (TYPICAL)(3) 2X6 POST(EACH SIDE)BLOCK ALL PANELJOINTS (TYPICAL)BLOCK ALL PANELJOINTS (TYPICAL)BLOCK ALL PANELJOINTS (TYPICAL)OVERBUILD FRAMING ASREQUIRED AT 2X10RAFTERS2X6 LADDER FRAMED RAKEAT 16" O.C. (TYPICAL U.N.O.)GABLE END TRUSS(TYPICAL U.N.O.)NOTE: AT ALL HIP ROOF DORMERS, LAYOUTSHAPED ROOF TRUSSES TO PROVIDE 24"TRUSS BAY ALIGNED WITH MECHANICALCLOSET BELOW FOR THE MAIN SUPPLYDUCT. THIS MUST BE COORDINATED ATEACH LOCATION INDIVIDUALLYS, LAYOUTVIDE 24"ANICALUPPLYED ATNOTE: AT ALL HIP ROOF DORMERS, LAYOUTSHAPED ROOF TRUSSES TO PROVIDE 24"TRUSS BAY ALIGNED WITH MECHANICALCLOSET BELOW FOR THE MAIN SUPPLYDUCT. THIS MUST BE COORDINATED ATEACH LOCATION INDIVIDUALLY[C2][C2][C2][C2][C2]SHEAR WALL
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[A3][A2][A3][A2][A3][A2][A3][A2][A3][C2][A2][A3][A2][A3]SIM.[A3]GIRDER TRUSS[B2]A3][A3][A3][A3][A3][A3][A3][A3][A3][A3][A3][A3][B3][B3][A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD SHEAR WALL SCHEDULELABELSHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.WOOD ROOF FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS. ROOF TRUSSES DO NOT NEED TO ALIGN WITH STUDS. USE (3) 2X6 TOP PLATE AT BEARING WALLS.3. TRUSS MANUFACTURER LAYOUT TRUSSES AS NEEDED TO BEST SATISFY ROOF GEOMETRY. ADD TRUSSES AS NEEDED.4. ROOF SHEATHING SHALL BE 5/8" APA RATED EXPOSURE 1 ROOF SHEATHING.5. SEE ARCHITECTURAL DRAWINGS FOR ROOF TRUSS PROFILES, EAVE DETAILS AND DIMENSIONS.6. TRUSS MANUFACTURER SHALL DESIGN AND PROVIDE ALL HANGERS FOR TRUSS TO BEAM OR TRUSS TO TRUSS CONNECTIONS.7. REFER TO TRUSS BRACING DIAGRAM ON SHEET SN.1 FOR TYPICAL TRUSS BRACING REQUIREMENTS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCHITECTURAL OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND LONG EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. G.C. COORDINATE EXACT RTU WEIGHTS AND LOCATIONS WITH TRUSS MANUFACTURER AND MECHANICAL DRAWINGS (RTU WEIGHTS TBD).15. SEE ARCHITECTURAL DRAWINGS FOR TRUSS PROFILES.16. AT GABLE END TRUSSES, GENERAL CONTRACTOR PROVIDE:A) 2X4 L-BRACING ON WEBS GREATER THAN 5'-0" IN LENGTH ANDB) 2X6 L-BRACING ON WEBS GREATER THAN 9-0" IN LENGTH,FASTEN L-BRACING WITH 12d NAILS AT 8" O.C.REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSC.5bBUILDING 30ROOF FRAMING PLAN
SD.0Scale: 1/8" = 1'1FOUNDATION PLAN BUILDING 4010'-314"63'-834"20'-0"29'-4"4'-0"33'-8"4'-0"23'-4"4'-0"33'-8"4'-0"23'-0"99'-212"99'-212"99'-212"99'-212"95'-0"88'-112"88'-112"88'-112"REINFORCINGSIZEMARKFOOTING SCHEDULE3'-0" X 3'-0" X 12" (3) #5 BARS EACH WAYF3.0##.#6'-314"29'-0"7'-0"7'-0"6'-0"69'-4"69'-4"29'-4"152'-8"26'-234"10'-4"23'-6"23'-0"10'-2"10'-2"152'-8"12'-10"10'-2"23'-6"13'-0"10'-2"6'-0"6'-0"4'-1114"4'-10"5'-4"17'-534"11'-414"9'-914"17'-534"11'-414"6'-0"6'-0"27'-834"10'-0"9'-6"4'-10"4'-8"19'-1012"14'-612"88'-112"28'-258"11'-0"10'-938"4'-0"24'-4"4'-0"11'-514"9'-814"28'-1012"11'-0"2'-3"4'-8"4'-2"14'-0"6'-2"6'-2"6'-2"6'-2"10'-2"10'-2"6'-2"6'-2"6'-0"6'-0"89'-0"6'-2"6'-0"26'-434"10'-2"4'-0"28'-914"4'-0"28'-914"6'-0"S.11S.11S.1101S.1S.1S.4S.41111S.11S.12S.12S.12S.12S.12S.41S.41S.41S.41S.41S.11S.53S.42S.12S.19S.19S.19S.12S.19S.14S.49S.1S.424S.48S.17S.19S.16'-3"APPROXIMATE GRADE ELEVATIONS- REFER TO CIVIL DRAWINGS FOREXACT ELEVATIONSSITE RETAINING WALL.SEE FOUNDATIONPLAN ON SHEET G9.0FOOTINGSTEPSFOOTINGSTEPSFOOTINGSTEPSFOOTINGSTEPSFOOTINGSTEPS3'-0" X 3'-0" THICKENEDSLAB FOOTING WITH (3)#5 BARS AT 12" O.C.EACH WAY3'-0" X 3'-0" THICKENEDSLAB FOOTING WITH (3)#5 BARS AT 12" O.C.EACH WAYFOOTINGSTEPSSAW CUT CONTROL JOINTS AT AMAXIMUM SPACING OF 10'-0" ONCENTER IN 4" CONCRETE SLAB2'-0" WIDE THICKENEDSLAB AT BEARING WALLLOCATION (TYPICAL)2'-0" WIDE THICKENEDSLAB AT BEARING WALLLOCATION (TYPICAL)FOOTINGSTEPSFOOTINGSTEPST.O.P. = 98'-1"T.O.F. = 96'-012"(TYPICAL)T.O.P. = 88'-912"T.O.F. = 84'-1112"(TYPICAL)T.O.P. = 98'-1"T.O.F. = 96'-012"WALL STEPT.O.P. = 88'-912"T.O.F. = 84'-1112"(TYPICAL)T.O.P. = 91'-8"T.O.F. = 87'-6"MECHANICAL CLOSETFOUNDATION MAY BE CASTSEPARATELY AND DOWELEDINTO BUILDING FOUNDATION.REFER TO DETAIL 5/S.4MECHANICAL CLOSET FOUNDATION MAY BE CASTSEPARATELY AND DOWELED INTO BUILDINGFOUNDATION. REFER TO DETAIL 5/S.4MECHANICAL CLOSETFOUNDATION MAY BE CASTSEPARATELY AND DOWELEDINTO BUILDING FOUNDATION.REFER TO DETAIL 5/S.4MECHANICAL CLOSET FOUNDATION MAY BE CASTSEPARATELY AND DOWELED INTO BUILDINGFOUNDATION. REFER TO DETAIL 5/S.4T.O.P. = 98'-5"T.O.F. = 96'-012"(TYPICAL)ENTRY FOUNDATION MAY BE CAST SEPARATELYAND DOWELED INTO BUILDING FOUNDATION.REFER TO DETAIL 5/S.4T.O.P. = 98'-5"T.O.F. = 96'-012"(TYPICAL)T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"FOUNDATION LEGEND:T.O.F. = TOP OF FOOTING ELEVATIONT.O.S. = TOP OF SLAB ELEVATIONT.O.SH. = TOP OF SHELF ELEVATIONT.O.W. = TOP OF WALL ELEVATIONT.O.P. = TOP OF PIER ELEVATIONFX = FOOTING DESIGNATION = TOP OF GRADE/SLAB ELEVATIONFOUNDATION NOTES1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES. SEE SHEET SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. G.C. SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. G.C. MAY CONTACT ENGINEER IF DIMENSIONALCLARIFICATION IS NEEDED DUE TO SCALE OF DRAWINGS.3. PROVIDE UNDERSLAB DRAINAGE AND PERIMETER DRAINS AS SHOWN AND AS REQUIRED BY GEOTECHNICAL OR CIVILENGINEER.4. GENERAL CONTRACTOR SHALL COORDINATE ALL SLAB SLOPES, DRAIN REQUIREMENTS AND LOCATIONS, ANDUNDER-SLAB UTILITIES. REFER TO ARCHITECTURAL DRAWINGS FOR FINAL SLAB SLOPE AND INTERIOR FLOOR DRAINS.5. FOUNDATION CONTRACTOR SHALL FINISH TOP OF FOUNDATION WALL SMOOTH AND LEVEL.6. UNLESS NOTED OTHERWISE ON PLAN, SAW CUT CONTROL JOINTS IN ALL SLABS AT MAXIMUM SPACING OF 10'-0" ONCENTER AT 4" THICK SLAB. WALL CONTROL JOINT SPACING SHALL BE MAX. 40'-0" ON CENTER.7. SUPPORT EXTERIOR CONCRETE SLABS AT ENTRANCES AND OTHER LOCATIONS ON WELL DRAINED COMPACTEDSTRUCTURAL FILL.LOCATE REINFORCING BARS WITH 3" CLEAR COVERFROM BOTTOM OF FOOTING.SPACE REINFORCING BARS EVENLY, TIED IN MATS, WITHSPECIFIED NUMBER OF BARS RUNNING EACH WAY.T.O.W. = 99'-4"T.O.F. = 88'-7"T.O.W. = 99'-4"T.O.F. = 88'-7"T.O.W. = 99'-4"T.O.F. = 88'-7"T.O.W. = 99'-9"T.O.SH. = 99'-4"T.O.W. = 99'-9"T.O.F. = 88'-7"T.O.W. = 99'-4"T.O.F. = 88'-7"T.O.W. = 88'-912"T.O.F. = 84'-1112"T.O.SH. = 88'-512"T.O.W. = 88'-912"T.O.F. = 84'-1112"T.O.SH. = 88'-512"P1F3.0SIM.SIM.T.O.S. = 88'-7"(AT WALL)T.O.S. = 88'-6"(AT EDGE)SIM.T.O.S. = 88'-7"(AT WALL)T.O.S. = 88'-6"(AT EDGE)SIM.T.O.S. = 88'-7"(AT WALL)T.O.S. = 88'-6"(AT EDGE)SIM.T.O.S. = 88'-7"(AT WALL)T.O.S. = 88'-6"(AT EDGE)SIM.T.O.W. = 99'-9"T.O.F. = 88'-7"SIM.SIM.SIM.SIM.T.O.F. = 96'-012"T.O.F. = 96'-012"T.O.F. = 96'-012"T.O.W. = 89'-8"T.O.S. = 100'-0"T.O.S. = 100'-0"CJCJT.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"T.O.W. = 88'-912"T.O.F. = 84'-1112"T.O.SH. = 88'-512"SIM.SLAB-ON-GRADE4" 3000 PSI CONCRETE SLAB WITH FIBERREINFORCING OVER 10 MIL POLY VAPORBARRIER OVER PREPARED SUBGRADECOMPACTED TO 95% MDDT.O. SLAB = 100'-0"SLAB-ON-GRADE4" 3000 PSI CONCRETE SLAB WITH FIBERREINFORCING OVER 10 MIL POLY VAPORBARRIER OVER PREPARED SUBGRADECOMPACTED TO 95% MDDT.O. SLAB = 88'-11"SIM.P2F3.0P2F3.0T.O.S. = 99'-7"T.O.S. = 99'-8"(AT WALL)(AT EDGE)P2F3.0T.O.S. = 99'-7" T.O.S. = 99'-8"(AT WALL)(AT EDGE)SIMP2F3.0SIMP2F3.0SIMP2F3.0SIMT.O.S. = 99'-7"(AT EDGE)P2F3.0SIMSIMT.O.W. = 96'-0"P3F3.0P3F3.0P3F3.0P3F3.0SIMT.O.F. = 84'-1112"T.O.W. = 99'-1012"T.O.SH. = 99'-612"WALL STEPWALLSTEPWALLSTEPSWALLSTEPREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSD.0FOUNDATION PLANBUILDING 40
[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.4'-0"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X6 JOISTS AT 16" O.C.28"4'-0"28"2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.16"2'-8"16"16"16"17'-7"R.O.4'-214"R.O.2X10 JOISTSAT 24" O.C.17'-7"R.O.4'-214"R.O.2X10 JOISTSAT 24" O.C.Scale: 1/8" = 1'1SD.1FIRST FLOOR FRAMING PLAN BUILDING 4016"16"P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.1S.63S.62S.63S.64S.64S.65S.66S.63S.74S.73S.74S.74S.74S.71S.41S.41S.41S.41S.41S.41S.45S.7EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALL:2X6 STUDS AT 24" O.C.INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)APPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGS2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)SIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)(3) 2X4POST(3) 2X4POST2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZP.T. 6X6 POSTSIMPSON LUC26Z2X6 LADDER FRAMINGAT 16" O.C.(3) 2X6POST(3) 2X6POST(3) 2X6 POST(3) 2X6 POST6S.4[B3][C2] [C2] [C2] [C2][C2][C2][C2][C2][C2] [C2][A2][C2][A2][C3][B3][B3][A2][A2][A3](3) P.T. 2X8(3) P.T. 2X8SHEAR WALL CSHEAR WALL CSHEAR WALL C[A3][B2][C2][B2] [B2][C2][C1][C2][A3][B2][C2][B2] [B2][C2][C1][A3]T.O. SLAB = 100'-0"T.O. SLAB = 100'-0"T.O. SLAB = 100'-0"SIM.SIM.SIM.SIM.SIM.[C3][A2](3) P.T. 2X8(3) P.T. 2X8[A2](3) P.T. 2X8[C3][C3]NOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSD.1BUILDING 401ST FLOOR FRAMING PLAN
[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.4'-0"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X6 JOISTS AT 16" O.C.28"4'-0"28"4'-0"TOP CHORD BEARING AT STAIRSTOP CHORD BEARING AT STAIRS2X6 JOISTSAT 16" O.C.2'-8"16"16"16"16"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"16"16"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"16"16"16"16"16"16"17'-7"R.O.4'-214"R.O.2X10 JOISTSAT 24" O.C.16"16"17'-7"R.O.4'-214"R.O.2X10 JOISTSAT 24" O.C.1SD.2Scale: 1/8" = 1'SECOND FLOOR FRAMING PLAN BUILDING 40WOOD ROOF TRUSSESAT 24" O.C.WOOD ROOF TRUSSESAT 24" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.ROOF TRUSSESAT 24" O.C.ROOF TRUSSESAT 24" O.C.1S.63S.62S.63S.64S.64S.65S.66S.65S.66S.67S.67S.63S.74S.73S.74S.73S.74S.74S.71S.62S.64S.74S.710S.68S.610S.68S.61S.62S.61S.62S.643S.6S.6S.63S.647S.107S.105S.75S.75S.75S.75S.105S.10EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)APPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGSEXTERIOR WALL:2X6 STUDS AT 24" O.C.2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)SIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)(3) 2X6 POST(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)2X12 LEDGER. FASTEN TOEACH WALL STUD WITH (3)1/4" DIA. X 5" SDS SCREWS(3) 2X8 BEAM(TYP. EACHSIDE)(3) 2X6 POST(TYP. EACHSIDE)(3) 2X8 BEAM(TYP. EACHSIDE)P.T. 6X6 POST(TYP. EACH SIDE)(3) 2X6 POST(TYP. EACHSIDE)2X12 LEDGER. FASTEN TOEACH WALL STUD WITH (3)1/4" DIA. X 5" SDS SCREWS(3) 2X4POST(3) 2X4POST(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZP.T. 6X6 POSTSIMPSON LUC26Z2X6 LADDER FRAMINGAT 16" O.C.(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZP.T. 6X6 POSTSIMPSON LUC26Z2X6 LADDER FRAMINGAT 16" O.C.SIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON LUC26Z (TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(3) 2X6 POST(3) 2X6 POSTEXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(2) P.T. 2X6 JOIST AT END(TYPICAL U.N.O.)SIMPSON HUC26-2Z(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.(3) 2X6 POSTSEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGEXTERIOR WALL:2X6 STUDS AT 24" O.C.(3) 2X6 POSTSEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGP.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSONHUC26-3Z(TYP. EACHSIDE)EXTERIOR WALL:2X6 STUDS AT 24" O.C.SIMPSON HUC26-3Z(TYP. EACH SIDE)P.T. 6X6 POST(TYP. EACH SIDE)GABLE END TRUSSGABLE END TRUSS[A2][B3][A2][C2] [C2][C2] [C2] [C2] [C2][C2][C2][C2] [C2] [C2][C2] [C2][C2] [C2] [C2] [C2][C2] [C2][A2][A2][B3][B3] [B3][B3] [B3][A3][A2][A3](3) P.T. 2X8SHEAR WALL BSHEAR WALL BSHEAR WALL BSHEAR WALL BSHEAR WALL DSHEAR WALL D[C2][C2][A3][B2][C2][B2] [B2][C2][C1][C2][C2] [C2][A3][A3]SHEAR WALL DSHEAR WALL D[A3][B2][C2][B2] [B2][C2][C1][B2][A2][C2](3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2][A2](3) P.T. 2X8 (3) P.T. 2X8[A3][A3][A2][A3][A3][A2]NOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSD.2BUILDING 402ND FLOOR FRAMING PLAN
Scale: 1/8" = 1'THIRD FLOOR FRAMING PLAN BUILDING 40SD.31[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X6 JOISTS AT 16" O.C.4'-0"TOP CHORD BEARING AT STAIRSTOP CHORD BEARING AT STAIRS22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"16"16"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"16"16"16"16"16"16"17'-7"R.O.4'-214"R.O.2X10 JOISTSAT 24" O.C.16"16"17'-7"R.O.4'-214"R.O.2X10 JOISTSAT 24" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.5S.66S.63S.74S.71S.62S.64S.710S.68S.610S.68S.61S.62S.61S.62S.643S.6S.6S.63S.645S.75S.75S.7EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)APPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGSSIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)SIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)SEE ROOF FRAMINGPLAN ON SHEET SD.5(3) 2X4POST(3) 2X4POST(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(3) 2X6 POST(3) 2X6 POSTEXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.SEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGEXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)SEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGSIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON HUC26-2Z(TYPICAL U.N.O.)(2) P.T. 2X6 JOIST AT END(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SEE DETAIL "1/S.11"FOR TYPICAL APPLIEDROOF FRAMINGP.T. 6X6 POSTSIMPSON HUC26-2Z(2) P.T. 2X6 JOIST AT ENDP.T. 6X6 POSTSIMPSON HUC26-2Z(2) P.T. 2X6 JOIST AT END[A2][A2][B3][C2] [C2][C2] [C2] [C2] [C2][C2][A2][C2][B3][B3][B3][B3][B3][A3][A3]SHEAR WALL ASHEAR WALL DSHEAR WALL D[C2][C2][A3][B2][C2][B2] [B2][C2][C1][C2] [C2][A3][A2][A3]SHEAR WALL DSHEAR WALL D[A3][B2][C2][B2] [B2][C2][C1][A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2][A2](3) P.T. 2X8 (3) P.T. 2X8NOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSD.3BUILDING 403RD FLOOR FRAMING PLAN
1ROOF FRAMING PLAN BUILDING 40Scale: 1/8" = 1'SD.5[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.WOOD ROOF FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS. ROOF TRUSSES DO NOT NEED TO ALIGN WITH STUDS. USE (3) 2X6 TOP PLATE AT BEARING WALLS.3. TRUSS MANUFACTURER LAYOUT TRUSSES AS NEEDED TO BEST SATISFY ROOF GEOMETRY. ADD TRUSSES AS NEEDED.4. ROOF SHEATHING SHALL BE 5/8" APA RATED EXPOSURE 1 ROOF SHEATHING.5. SEE ARCHITECTURAL DRAWINGS FOR ROOF TRUSS PROFILES, EAVE DETAILS AND DIMENSIONS.6. TRUSS MANUFACTURER SHALL DESIGN AND PROVIDE ALL HANGERS FOR TRUSS TO BEAM OR TRUSS TO TRUSS CONNECTIONS.7. REFER TO TRUSS BRACING DIAGRAM ON SHEET SN.1 FOR TYPICAL TRUSS BRACING REQUIREMENTS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCHITECTURAL OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND LONG EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. G.C. COORDINATE EXACT RTU WEIGHTS AND LOCATIONS WITH TRUSS MANUFACTURER AND MECHANICAL DRAWINGS (RTU WEIGHTS TBD).15. SEE ARCHITECTURAL DRAWINGS FOR TRUSS PROFILES.16. AT GABLE END TRUSSES, GENERAL CONTRACTOR PROVIDE:A) 2X4 L-BRACING ON WEBS GREATER THAN 5'-0" IN LENGTH ANDB) 2X6 L-BRACING ON WEBS GREATER THAN 9-0" IN LENGTH,FASTEN L-BRACING WITH 12d NAILS AT 8" O.C.WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)7S.117S.911S.92S.9S.92S.94S.91S.104S.74S.71S.104S.74S.7S.951S.9S.9S.92S.9214S.92S.91S.97S.96S.9S.952S.91S.91S.92S.96S.92X4 DIAGONAL ANDLATERAL BOTTOM CHORDBRACING - SEE SN.1OVERBUILD ROOFTRUSSES AT 24" O.C.(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALL:2X6 STUDS AT 24" O.C.INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.WITH TRIPLE TOP PLATES,ALIGNED WITH FLOORTRUSSES BELOW(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)2X6 LADDER FRAMED RAKEAT 16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYP. U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYP. U.N.O.)(3) 2X6 POST2X6 LADDER FRAMED RAKEAT 16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(3) 2X6 POSTSIMPSON HUC26-3Z2X6 LADDER FRAMED RAKEAT 16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POSTSIMPSON HUC26-3ZGABLE END TRUSS(TYPICAL U.N.O.)GABLE END TRUSSGABLE ENDTRUSSGABLE END TRUSSEXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST2X4 DIAGONAL ANDLATERAL BOTTOM CHORDBRACING - SEE SN.1EXTERIOR WALL:2X6 STUDS AT 24" O.C.GABLE ENDTRUSSEXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.WITH TRIPLE TOP PLATES,ALIGNED WITH FLOORTRUSSES BELOW(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.WITH TRIPLE TOP PLATES,ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)NOTE: AT EACH HIP ROOF DORMER, LAYOUTSHAPED ROOF TRUSSES TO PROVIDE 24"TRUSS BAY ALIGNED WITH MECHANICALCLOSET BELOW FOR THE MAIN SUPPLY DUCTSHAPED OVERBUILD ROOFTRUSSES AS REQUIRED(3) 2X6 POSTSHAPED OVERBUILD ROOFTRUSSES AS REQUIREDBLOCK ALL PANELJOINTS (TYPICAL)BLOCK ALL PANELJOINTS (TYPICAL)BLOCK ALL PANELJOINTS (TYPICAL)BLOCK ALL PANELJOINTS (TYPICAL)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.WITH TRIPLE TOP PLATES,ALIGNED WITH FLOORTRUSSES BELOW(TYPICAL U.N.O.)NOTE: TRUSS MANUFACTURERSHALL DESIGN THIS AREA ASEITHER SHAPED OR OVERBUILDTRUSSES. G.C. TO COORDINATEWITH ARCHITECTURAL DRAWINGSNOTE: TRUSS MANUFACTURERSHALL DESIGN THIS AREA ASEITHER SHAPED OR OVERBUILDTRUSSES. G.C. TO COORDINATEWITH ARCHITECTURAL DRAWINGS6S.96S.9[A2][A3][A2][A3][C2][C2] [C2][A2][A2][A2][B3][B3][A2][A2][A2][A3][A3][A3][A3]SHEAR WALL ASHEAR WALL DSHEAR WALL DGIRDER TRUSSHIP TRUSS[C2]SIM.SIM.[C2][A2]GIRDER TRUSSHIP TRUSS[C2] [C2] [C2] [C2] [C2] [C2][C2][C2][C2][C2]SHEAR WALL ASHEAR WALL ASHEAR WALL A[B2][A2][A3][B2]GIRDER TRUSSGIRDER TRUSS[C2] [C2][A2]SHEAR WALL D[B3][B3] [B3][A3][A3][B3][A3]SHEAR WALL D[C2] [C2] [C2] [C2] [C2] [A2][A3][A3][A3][A3][A3][A3]SIMSIMREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSD.5BUILDING 40ROOF FRAMING PLAN
23'-0"142'-8"12'-8"FOUNDATION PLAN BUILDING 60SE.0 Scale: 1/8" = 1'1REINFORCINGSIZEMARKFOOTING SCHEDULE3'-0" X 3'-0" X 12" (3) #5 BARS EACH WAYF3.04'-0"33'-8"4'-0"24'-2"4'-0"22'-10"4'-0"23'-0"4'-0"4'-0"19'-814"12'-314"4'-0"4'-0"8'-914"29'-4"10'-2"15'-434"10'-2"9'-234"29'-114"9'-714"29'-114"6'-0"98'-10"21'-0"11'-0" TYPICAL EXTERIOR SLAB-ON-GRADE6" 4000 PSI CONCRETE SLAB WITH6x6/W2.9xW2.9 W.W.F. OVER PREPAREDSUBGRADE COMPACTED TO 95% MDD##.#95'-6"99'-212"99'-212"98'-4"99'-212"95'-6"95'-6"29'-0"28'-914"69'-4"28'-914"69'-4"28'-1012"142'-8"10'-4"23'-4"10'-4"10'-4"12'-6"10'-4"12'-8"10'-2"26'-434"10'-2"26'-434"6'-0"6'-3"6'-3"6'-3"6'-3"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"7'-4"2'-0"65'-712"7'-634"29'-0"7'-0"7'-0"4'-8"4'-634"14'-612"4'-634"5'-012"19'-1012"2'-2"4'-2"5'-4"6'-2"6'-2"6'-2"6'-2"9"98'-4"98'-0"99'-212"8'-10"43'-234"6'-1112"38'-314"12'-134"10"10"10"10"2S.11S.11S.11S.11S.11S.14S.12S.52S.510S.12S.510S.19S.12S.11S.12S.12S.15S.15S.19S.19S.19S.18S.17S.19S.16S.12'-0" WIDE THICKENEDSLAB AT BEARING WALLLOCATION (TYPICAL)APPROXIMATE GRADE ELEVATIONS- REFER TO CIVIL DRAWINGS FOREXACT ELEVATIONS3'-0" X 3'-0" THICKENED SLABFOOTING WITH (3) #5 BARSAT 12" O.C. EACH WAYSAW CUT CONTROL JOINTS AT AMAXIMUM SPACING OF 10'-0" ONCENTER IN 4" CONCRETE SLAB3'-0" X 3'-0" THICKENEDSLAB FOOTING WITH (3)#5 BARS AT 12" O.C.EACH WAYT.O.W. = 99'-4"2'-0" WIDE THICKENEDSLAB AT BEARING WALLLOCATION (TYPICAL)FOOTING STEPFOOTINGSTEPSFOOTINGSTEPST.O.P. = 96'-2"T.O.F. = 92'-4"T.O.P. = 98'-1"T.O.F. = 96'-012"T.O.P. = 98'-1"T.O.F. = 96'-012"T.O.P. = 98'-1"T.O.F. = 96'-012"(TYPICAL)T.O.P. = 98'-5"T.O.F. = 96'-012"(TYPICAL)T.O.P. = 98'-5"T.O.F. = 96'-012"(TYPICAL)T.O.P. = 96'-2"T.O.F. = 92'-4"T.O.P. = 96'-2"T.O.F. = 92'-4"T.O.P. = 96'-2"T.O.F. = 92'-4"SITE RETAINING WALL.SEE FOUNDATIONPLAN ON SHEET G9.0CJCJT.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"T.O.W. = 99'-1012"T.O.F. = 95'-012"T.O.SH. = 99'-612"T.O.W. = 99'-1012"T.O.F. = 92'-0"T.O.SH. = 99'-612"T.O.S. = 99'-7" T.O.S. = 99'-8"(AT WALL)(AT EDGE)T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"T.O.W. = 99'-4"T.O.W. = 99'-1012"T.O.F. = 92'-0"T.O.SH. = 99'-612"P1F3.0P1F3.0FOUNDATION LEGEND:T.O.F. = TOP OF FOOTING ELEVATIONT.O.S. = TOP OF SLAB ELEVATIONT.O.SH. = TOP OF SHELF ELEVATIONT.O.W. = TOP OF WALL ELEVATIONT.O.P. = TOP OF PIER ELEVATIONFX = FOOTING DESIGNATION = TOP OF GRADE/SLAB ELEVATIONFOUNDATION NOTES1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES. SEE SHEET SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. G.C. SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. G.C. MAY CONTACT ENGINEER IF DIMENSIONALCLARIFICATION IS NEEDED DUE TO SCALE OF DRAWINGS.3. PROVIDE UNDERSLAB DRAINAGE AND PERIMETER DRAINS AS SHOWN AND AS REQUIRED BY GEOTECHNICAL OR CIVILENGINEER.4. GENERAL CONTRACTOR SHALL COORDINATE ALL SLAB SLOPES, DRAIN REQUIREMENTS AND LOCATIONS, ANDUNDER-SLAB UTILITIES. REFER TO ARCHITECTURAL DRAWINGS FOR FINAL SLAB SLOPE AND INTERIOR FLOOR DRAINS.5. FOUNDATION CONTRACTOR SHALL FINISH TOP OF FOUNDATION WALL SMOOTH AND LEVEL.6. UNLESS NOTED OTHERWISE ON PLAN, SAW CUT CONTROL JOINTS IN ALL SLABS AT MAXIMUM SPACING OF 10'-0" ONCENTER AT 4" THICK SLAB. WALL CONTROL JOINT SPACING SHALL BE MAX. 40'-0" ON CENTER.7. SUPPORT EXTERIOR CONCRETE SLABS AT ENTRANCES AND OTHER LOCATIONS ON WELL DRAINED COMPACTEDSTRUCTURAL FILL.LOCATE REINFORCING BARS WITH 3" CLEAR COVERFROM BOTTOM OF FOOTING.SPACE REINFORCING BARS EVENLY, TIED IN MATS, WITHSPECIFIED NUMBER OF BARS RUNNING EACH WAY.SIM.T.O.S. = 99'-7"T.O.S. = 99'-8"(AT WALL)(AT EDGE)T.O.W. = 99'-1012"T.O.F. = 95'-012"T.O.SH. = 99'-612"SIM.SIM.SLAB-ON-GRADE4" 3000 PSI CONCRETE SLAB WITH FIBERREINFORCING OVER 10 MIL POLY VAPORBARRIER OVER PREPARED SUBGRADECOMPACTED TO 95% MDDT.O. SLAB = 100'-0"T.O.S. = 99'-7"T.O.S. = 99'-8"(AT WALL)(AT EDGE)T.O.S. = 99'-7"T.O.S. = 99'-8"(AT WALL)(AT EDGE)P2F3.0P2F3.0SIMP2F3.0SIMP2F3.0SIMSIMP3F3.0P3F3.0P3F3.0P3F3.0P3F3.0P1F3.0P1F3.0T.O.W. = 100'-0"T.O.F. = 95'-0"T.O.SH. = 99'-4"REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSE.0FOUNDATION PLANBUILDING 60
WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X64'-0"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X6 JOISTS AT 16" O.C.4'-0"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)28"28"3'-4"3'-4"TOP CHORD BEARING AT STAIRSTOP CHORDBEARINGAT ELEV.TOP CHORD BEARING AT STAIRS2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.Scale: 1/8" = 1'1SE.2SECOND FLOOR FRAMING PLAN BUILDING 609'-2"R.O.2X10 JOISTSAT 24" O.C.2'-8"16"16"16"16"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"16"16"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"16"16"16"16"16"16"16"16"17'-7"R.O.4'-214"R.O.2X10 JOISTSAT 24" O.C.17'-7"R.O.4'-214"R.O.7'-312"R.O.WOOD ROOF TRUSSESAT 24" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.WOOD ROOF TRUSSESAT 24" O.C.1S.61S.61S.75S.63S.62S.634S.6S.6S.62S.646S.65S.66S.67S.67S.68S.610S.610S.63S.74S.74S.73S.744S.7S.7S.74S.74S.738S.61S.62S.61S.62S.643S.6S.6S.64S.637S.102S.75S.75S.75S.75S.76S.10TOP CHORDBEARINGAT ELEV.APPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGSINTERIOR BEARING WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.INTERIOR BEARING WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(3) 2X6 POSTSIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)EXTERIOR WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)SIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)(3) 2X8 BEAM(TYP. EACHSIDE)P.T. 6X6 POST(TYP. EACH SIDE)(3) 2X8 BEAM(TYPICAL)P.T. 6X6 POST(TYPICAL)(3) 2X6 POST(TYP. EACH SIDE)SIMPSONHUC26-3Z(TYPICAL)EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIORWALL ABOVE(3) 2X6POST(TYP.)(3) 2X6 POST(TYPICAL U.N.O.)(3) 2X4POST(3) 2X4POST2X12 LEDGER. FASTEN TOEACH WALL STUD WITH (3)1/4" DIA. X 5" SDS SCREWS(3) 2X6 HOIST BEAMPOST (EACH SIDE)(3) 2X6 POST(EACH SIDE)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZP.T. 6X6 POSTSIMPSON LUC26Z2X6 LADDER FRAMINGAT 16" O.C.(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZP.T. 6X6 POSTSIMPSON LUC26Z2X6 LADDER FRAMINGAT 16" O.C.SIMPSON LUC26Z(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL)GABLE ENDTRUSSGABLE END TRUSS[A3][A2][A2][C2][C2] [C2] [C2][C2][C2] [C2] [C2] [C2] [C2][C2][C2][C2] [C2][C2][C2] [C2] [C2][C2] [C2] [C2][A2][A2][C3] [B3][B3][A3][A3][A2][A2][A3](3) P.T. 2X8 (3) P.T. 2X8SHEAR WALL CSHEAR WALL CSHEAR WALL CSHEAR WALL CSHEAR WALL DSHEAR WALL DSHEAR WALL D[C2][C1][A3][B2][C2][B2] [B2]SHEAR WALL C[C3][C3][C3][C3][B3][C3][C2][B3][C2][C2][B2][B2] [B2][C1][C2][A3][A2] [A2]GIRDERTRUSS[C3][B3][A2](3) P.T. 2X8(3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2][A2](3) P.T. 2X8 (3) P.T. 2X8NOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONFIRST FLOOR DEMISING WALL ATTHIS LOCATION IS NOT A SHEARWALL - WALL IS HELD DOWN 112"12"12"24"4S.11REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSE.2BUILDING 602ND FLOOR FRAMING PLAN
4'-0"TOP CHORDBEARINGAT ELEV.22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X6 JOISTS AT 16" O.C.28"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)28"3'-4"4'-0"3'-4"TOP CHORD BEARING AT STAIRSTOP CHORD BEARING AT STAIRS2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.1[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.SE.3Scale: 1/8" = 1'THIRD FLOOR FRAMING PLAN BUILDING 609'-2"R.O.17'-7"R.O.4'-214"R.O.2X10 JOISTSAT 24" O.C.2'-8"16"16"16"16"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"16"16"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"16"16"16"16"16"16"16"16"2X10 JOISTSAT 24" O.C.17'-7"R.O.4'-214"R.O.7'-312"R.O.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.1S.61S.63S.62S.62S.63S.64S.64S.65S.66S.65S.66S.67S.67S.61S.710S.610S.64S.7S.7433S.7S.74S.74S.73S.74S.74S.71S.62S.68S.68S.61S.62S.643S.6S.6S.63S.642S.75S.75S.75S.75S.7TOP CHORDBEARINGAT ELEV.EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)APPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGS(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(3) 2X6 POSTSIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALL:2X6 STUDS AT 24" O.C.2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)SIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X4POST(3) 2X4POST(3) 2X6 HOIST BEAMPOST (EACH SIDE)(3) 2X6 POST(EACH SIDE)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZP.T. 6X6 POSTSIMPSON LUC26Z2X6 LADDER FRAMINGAT 16" O.C.(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZP.T. 6X6 POSTSIMPSON LUC26Z2X6 LADDER FRAMINGAT 16" O.C.SIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)[A2][B3][A2][C2] [C2][C2] [C2] [C2] [C2][C2][C2][C2] [C2] [C2][C2] [C2][C2] [C2] [C2] [C2][C2] [C2][A2][A2][A2][A2][A2][B3][B3] [B3][B3] [B3][A3][A3][A3][A2][A2][A3][A3](3) P.T. 2X8 (3) P.T. 2X8SHEAR WALL BSHEAR WALL BSHEAR WALL BSHEAR WALL BSHEAR WALL DSHEAR WALL D[A3][B2][C2][B2] [B2][C3]SHEAR WALL D[A3][C2][C1]SHEAR WALL B[C2][C2][C2][B2][B2] [B2][C1][C2][A3][B3][A2](3) P.T. 2X8(3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2][A2](3) P.T. 2X8 (3) P.T. 2X8NOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSE.3BUILDING 603RD FLOOR FRAMING PLAN
3'-4"2X10 JOISTSAT 24" O.C.9'-2"R.O.TOP CHORDBEARINGAT ELEV.22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X6 JOISTS AT 16" O.C.16"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)4'-0"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2'-8"16"4'-0"16"28"28"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"3'-4"TOP CHORD BEARING AT STAIRSTOP CHORD BEARING AT STAIRS2X6 JOISTSAT 16" O.C.WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.FOURTH FLOOR FRAMING PLAN BUILDING 60[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.SE.41Scale: 1/8" = 1'22'-10"R.O.8'-914"R.O.16"16"16"16"16"16"16"16"16"16"16"16"15'-212"R.O.4'-214"R.O.7'-312"R.O.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.ROOF TRUSSESAT 24" O.C.ROOF TRUSSESAT 24" O.C.3S.63S.64S.64S.65S.66S.65S.66S.67S.67S.61S.710S.63S.74S.74S.73S.74S.74S.73S.74S.74S.71S.62S.68S.68S.61S.62S.61S.62S.643S.6S.6S.63S.642S.75S.75S.75S.75S.71S.62S.65S.105S.10TOP CHORDBEARINGAT ELEV.SIMPSON U210-2(TYP. EACH END)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)APPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGS(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)(3) 2X6 POST(TYPICAL U.N.O.)(3) 2X4POST(3) 2X6 HOIST BEAMPOST (EACH SIDE)(3) 2X6 POST(EACH SIDE)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZEXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.P.T. 6X6 POST(TYPICAL U.N.O.)(2) P.T. 2X6 JOIST AT END(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON HUC26-2Z(TYPICAL U.N.O.)(3) 2X6 POSTSEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGSEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGEXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POSTSEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGSEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGSEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGSEE DETAIL "1/S.11"FOR TYPICAL APPLIEDROOF FRAMING(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)P.T. 6X6 POSTSIMPSON HUC26-2Z(2) P.T. 2X6 JOIST AT ENDP.T. 6X6 POSTSIMPSON HUC26-2Z(2) P.T. 2X6 JOIST AT ENDSIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON HUC26-2Z(TYPICAL U.N.O.)(2) P.T. 2X6 JOIST AT END(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)[B3][A3][C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2][C2] [C2][C2] [C2] [C2] [C2][C2] [C2][A2][A2][A2][A2][A2][A2][B3] [B3][B3][B3] [B3][A3][A3][A2][A3][A3](3) P.T. 2X8SHEAR WALL DSHEAR WALL ASHEAR WALL DSHEAR WALL ASHEAR WALL ASHEAR WALL A[C2][B2][B2] [B2][C2][C3]SHEAR WALL D[A3][C1][C1][C2]SHEAR WALL A[C2][C2]SIM.[C2][A3][B3](3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2][A2](3) P.T. 2X8[A3][A3][A2][A3][A3][A2]NOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSE.4BUILDING 604TH FLOOR FRAMING PLAN
[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X61WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.ROOF FRAMING PLAN BUILDING 60Scale: 1/8" = 1'SE.5WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)WOOD ROOF FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS. ROOF TRUSSES DO NOT NEED TO ALIGN WITH STUDS. USE (3) 2X6 TOP PLATE AT BEARING WALLS.3. TRUSS MANUFACTURER LAYOUT TRUSSES AS NEEDED TO BEST SATISFY ROOF GEOMETRY. ADD TRUSSES AS NEEDED.4. ROOF SHEATHING SHALL BE 5/8" APA RATED EXPOSURE 1 ROOF SHEATHING.5. SEE ARCHITECTURAL DRAWINGS FOR ROOF TRUSS PROFILES, EAVE DETAILS AND DIMENSIONS.6. TRUSS MANUFACTURER SHALL DESIGN AND PROVIDE ALL HANGERS FOR TRUSS TO BEAM OR TRUSS TO TRUSS CONNECTIONS.7. REFER TO TRUSS BRACING DIAGRAM ON SHEET SN.1 FOR TYPICAL TRUSS BRACING REQUIREMENTS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCHITECTURAL OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND LONG EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. G.C. COORDINATE EXACT RTU WEIGHTS AND LOCATIONS WITH TRUSS MANUFACTURER AND MECHANICAL DRAWINGS (RTU WEIGHTS TBD).15. SEE ARCHITECTURAL DRAWINGS FOR TRUSS PROFILES.16. AT GABLE END TRUSSES, GENERAL CONTRACTOR PROVIDE:A) 2X4 L-BRACING ON WEBS GREATER THAN 5'-0" IN LENGTH ANDB) 2X6 L-BRACING ON WEBS GREATER THAN 9-0" IN LENGTH,FASTEN L-BRACING WITH 12d NAILS AT 8" O.C.7S.911S.92S.9S.92S.93S.94S.94S.91S.104S.74S.71S.104S.74S.76S.9S.96S.951S.9S.9S.92S.9214S.92S.91S.94S.97S.96S.9S.952S.91S.91S.92S.9WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)6S.9WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)8S.92X10 RAFTERSAT 24" O.C.2X4 DIAGONAL ANDLATERAL BOTTOM CHORDBRACING - SEE SN.1OVERBUILD ROOFTRUSSES AT 24" O.C.(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALL:2X6 STUDS AT 24" O.C.INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOORTRUSSES BELOW(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)2X6 LADDER FRAMED RAKEAT 16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYP. U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOORTRUSSES BELOW(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYP. U.N.O.)(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(3) 2X6 POSTOVERBUILD ROOFTRUSSES AT 24" O.C.2X6 LADDER FRAMED RAKEAT 16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZOVERBUILD ROOFTRUSSES AT 24" O.C.2X6 LADDER FRAMED RAKEAT 16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z2X4 DIAGONAL ANDLATERAL BOTTOM CHORDBRACING - SEE SN.1GABLE END TRUSS(TYPICAL U.N.O.)GABLE END TRUSSGABLE ENDTRUSSGABLE END TRUSSEXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOORTRUSSES BELOW(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.GABLE ENDTRUSS(3) 2X6 POST(EACH SIDE)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)NOTE: AT EACH HIP ROOF DORMER, LAYOUTSHAPED ROOF TRUSSES TO PROVIDE 24"TRUSS BAY ALIGNED WITH MECHANICALCLOSET BELOW FOR THE MAIN SUPPLY DUCT(3) 2X6 HOISTBEAM POST(EACH SIDE)BLOCK ALL PANELJOINTS (TYPICAL)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOORTRUSSES BELOW(TYPICAL U.N.O.)BLOCK ALL PANELJOINTS (TYPICAL)BLOCK ALL PANELJOINTS (TYPICAL)BLOCK ALL PANELJOINTS (TYPICAL)514" X 1178" SOLID PSL HOISTBEAM. LOCATION TO BECOORD. WITH ELEVATORSHOP DRAWINGS2X6 OVERBUILD RAFTERS AT24" O.C. WITH 2X4 CHEEKWALLS OVER ROOF TRUSS(SEE ARCH. DWGS)BLOCKING AT ROOFSHEATHING EDGENOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONELEVATOR ROOF CONSTRUCTION[A3][C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2][C2] [C2] [C2][C2] [C2] [C2] [C2][C2] [C2] [C2] [A2][A2][A2][A2][A2][A2][B3] [B3][B3] [B3][B3] [B3][A3][A3][A2][A2][A2][A2][A2][A2][A3][A3][B3][A3][A3][A3][A3][A3][A3]SHEAR WALL ASHEAR WALL DSHEAR WALL A SHEAR WALL ASHEAR WALL ASHEAR WALL DSHEAR WALL DGIRDER TRUSSHIP TRUSSHIP TRUSSGIRDER TRUSS[C2][B3]SIM.SIM.[A3][A3][A3] [A3][A3][A3]SHEAR WALL AREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSE.5BUILDING 60ROOF FRAMING PLAN
FOUNDATION PLAN BUILDING 70SF.0 Scale: 1/8" = 1'14'-0"33'-8"4'-0"24'-2"4'-0"22'-10"4'-0"23'-0"4'-0"4'-0"19'-814"12'-314"4'-0"4'-0"8'-914"29'-4"10'-2"15'-434"10'-2"9'-234"29'-114"9'-714"29'-114"6'-0"29'-0"21'-0"11'-0" TYPICAL EXTERIOR SLAB-ON-GRADE6" 4000 PSI CONCRETE SLAB WITH6x6/W2.9xW2.9 W.W.F. OVER PREPAREDSUBGRADE COMPACTED TO 95% MDDREINFORCINGSIZEFOOTING SCHEDULEMARKF3.03'-0" X 3'-0" X 12"(3) #5 BARS EACH WAY##'-#"99'-212"99'-212"99'-212"99'-212"95'-6"95'-6"95'-6"142'-8"28'-914"142'-8"24'-8"9'-0"12'-6"10'-4"26'-434"23'-0"69'-4"69'-4"14'-0"28'-914"28'-1012"9'-0"10'-2"12'-8"10'-2"6'-3"10'-4"6'-0"6'-3"5'-4"26'-434"6'-0"6'-3"6'-3"6'-0"6'-0"6'-0"6'-0"65'-712"7'-0"7'-4"6'-0"2'-0"7'-0"29'-0"7'-634"4'-8"19'-1012"4'-634"5'-012"4'-2"4'-634"14'-612"2'-2"6'-2"6'-2"9"98'-4"99'-212"6'-2"6'-2"8'-10"43'-234"6'-1112"38'-314"12'-134"10"10"10"10"S.11S.11S.11S.11S.11S.11S.12S.5102S.510S.14S.19S.12S.52S.52S.12S.15S.15S.19S.19S.19S.18S.17S.19S.12S.12S.16S.12'-0" WIDE THICKENEDSLAB AT BEARING WALLLOCATION (TYPICAL)3'-0" X 3'-0" THICKENED SLABFOOTING WITH (3) #5 BARSAT 12" O.C. EACH WAY3'-0" X 3'-0" THICKENEDSLAB FOOTING WITH (3)#5 BARS AT 12" O.C.EACH WAYAPPROXIMATE GRADE ELEVATIONS- REFER TO CIVIL DRAWINGS FOREXACT ELEVATIONST.O.W. = 99'-4"SAW CUT CONTROL JOINTS AT AMAXIMUM SPACING OF 10'-0" ONCENTER IN 4" CONCRETE SLAB2'-0" WIDE THICKENEDSLAB AT BEARING WALLLOCATION (TYPICAL)FOOTINGSTEPSFOOTINGSTEPSFOOTINGSTEPST.O.P. = 98'-1"T.O.F. = 96'-012"T.O.P. = 98'-1"T.O.F. = 96'-012"T.O.P. = 98'-1"T.O.F. = 96'-012"(TYPICAL)T.O.P. = 98'-5"T.O.F. = 96'-012"(TYPICAL)T.O.P. = 96'-2"T.O.F. = 92'-4"T.O.P. = 96'-2"T.O.F. = 92'-4"T.O.P. = 96'-2"T.O.F. = 92'-4"T.O.P. = 96'-2"T.O.F. = 92'-4"T.O.P. = 98'-5"T.O.F. = 96'-012"(TYPICAL)T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"T.O.W. = 99'-4"T.O.W. = 99'-1012"T.O.F. = 92'-0"T.O.SH. = 99'-612"P1F3.0P1F3.0FOUNDATION LEGEND:T.O.F. = TOP OF FOOTING ELEVATIONT.O.S. = TOP OF SLAB ELEVATIONT.O.SH. = TOP OF SHELF ELEVATIONT.O.W. = TOP OF WALL ELEVATIONT.O.P. = TOP OF PIER ELEVATIONFX = FOOTING DESIGNATION = TOP OF GRADE/SLAB ELEVATIONCJFOUNDATION NOTES1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES. SEE SHEET SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. G.C. SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. G.C. MAY CONTACT ENGINEER IF DIMENSIONALCLARIFICATION IS NEEDED DUE TO SCALE OF DRAWINGS.3. PROVIDE UNDERSLAB DRAINAGE AND PERIMETER DRAINS AS SHOWN AND AS REQUIRED BY GEOTECHNICAL OR CIVILENGINEER.4. GENERAL CONTRACTOR SHALL COORDINATE ALL SLAB SLOPES, DRAIN REQUIREMENTS AND LOCATIONS, ANDUNDER-SLAB UTILITIES. REFER TO ARCHITECTURAL DRAWINGS FOR FINAL SLAB SLOPE AND INTERIOR FLOOR DRAINS.5. FOUNDATION CONTRACTOR SHALL FINISH TOP OF FOUNDATION WALL SMOOTH AND LEVEL.6. UNLESS NOTED OTHERWISE ON PLAN, SAW CUT CONTROL JOINTS IN ALL SLABS AT MAXIMUM SPACING OF 10'-0" ONCENTER AT 4" THICK SLAB. WALL CONTROL JOINT SPACING SHALL BE MAX. 40'-0" ON CENTER.7. SUPPORT EXTERIOR CONCRETE SLABS AT ENTRANCES AND OTHER LOCATIONS ON WELL DRAINED COMPACTEDSTRUCTURAL FILL.LOCATE REINFORCING BARS WITH 3" CLEAR COVERFROM BOTTOM OF FOOTING.SPACE REINFORCING BARS EVENLY, TIED IN MATS, WITHSPECIFIED NUMBER OF BARS RUNNING EACH WAY.T.O.W. = 99'-1012"T.O.SH. = 99'-612"T.O.F. = 92'-0"CJSIM.SLAB-ON-GRADE4" 3000 PSI CONCRETE SLAB WITH FIBERREINFORCING OVER 10 MIL POLY VAPORBARRIER OVER PREPARED SUBGRADECOMPACTED TO 95% MDDT.O. SLAB = 100'-0"T.O.S. = 99'-7"T.O.S. = 99'-8"(AT WALL)(AT EDGE)T.O.S. = 99'-7"T.O.S. = 99'-8"(AT WALL)(AT EDGE)P2F3.0T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"P2F3.0SIMP2F3.0SIMP2F3.0SIMP3F3.0P3F3.0P3F3.0SIMP1F3.0T.O.S. = 99'-7" T.O.S. = 99'-8"(AT WALL)(AT EDGE)T.O.S. = 99'-7"T.O.S. = 99'-8"(AT EDGE)P1F3.0T.O.W. = 100'-0"T.O.F. = 95'-0"T.O.SH. = 99'-4"P3F3.0P3F3.0REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSF.0FOUNDATION PLANBUILDING 70
WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X64'-0"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X6 JOISTS AT 16" O.C.4'-0"28"28"3'-4"3'-4"TOP CHORDBEARINGAT ELEV.TOP CHORD BEARING AT STAIRSTOP CHORD BEARING AT STAIRS2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.Scale: 1/8" = 1'1SF.2SECOND FLOOR FRAMING PLAN BUILDING 709'-2"R.O.2'-8"16"16"16"16"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"16"16"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"16"16"16"16"16"16"16"16"2X10 JOISTSAT 24" O.C.17'-7"R.O.4'-214"R.O.2X10 JOISTSAT 24" O.C.17'-7"R.O.4'-214"R.O.7'-312"R.O.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.WOOD ROOF TRUSSESAT 24" O.C.41S.61S.61S.75S.63S.62S.62S.63S.6S.64S.66S.65S.66S.67S.67S.610S.610S.63S.74S.74S.73S.74S.74S.73S.74S.74S.78S.68S.61S.62S.61S.62S.643S.6S.6S.64S.637S.102S.75S.75S.75S.75S.76S.10WOOD ROOF TRUSSESAT 24" O.C.TOP CHORDBEARINGAT ELEV.APPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGSINTERIOR BEARING WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(3) 2X6 POSTEXTERIOR WALLS:(2) 2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)SIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)SIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)(3) 2X8 BEAM(TYPICAL)P.T. 6X6 POST(TYPICAL)SIMPSONHUC26-3Z(TYPICAL)EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIORWALL ABOVE(3) 2X6POST(TYP.)(3) 2X6 POST(TYP. EACH SIDE)EXTERIOR WALL:2X6 STUDS AT 24" O.C.(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)(3) 2X4POST(3) 2X4POST2X12 LEDGER. FASTEN TOEACH WALL STUD WITH (3)1/4" DIA. X 5" SDS SCREWS(3) 2X6 HOIST BEAMPOST (EACH SIDE)(3) 2X6 POST(EACH SIDE)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZP.T. 6X6 POSTSIMPSON LUC26Z2X6 LADDER FRAMINGAT 16" O.C.(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZP.T. 6X6 POSTSIMPSON LUC26Z2X6 LADDER FRAMINGAT 16" O.C.SIMPSON LUC26Z(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL)GABLE ENDTRUSS(3) 2X8 BEAM(TYP. EACHSIDE)P.T. 6X6 POST(TYP. EACH SIDE)GABLE END TRUSS(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST[A2][A2][C2][C2] [C2] [C2][C2][C2] [C2] [C2] [C2] [C2][C2][C2][C2] [C2][C2][C2] [C2] [C2][C2] [C2] [C2][A2][A2][C3] [B3][B3][A3][A3][A2][A2][A3][A3](3) P.T. 2X8 (3) P.T. 2X8SHEAR WALL CSHEAR WALL CSHEAR WALL CSHEAR WALL CSHEAR WALL DSHEAR WALL DSHEAR WALL DSHEAR WALL C[C3][C3][C3][C3][B3][C3][C2][C2][B3][C2][C1][A3][B2][C2][B2] [B2][C2][B2][B2] [B2][C1][C2][A3][A2] [A2]GIRDERTRUSS[C3][B3][A2](3) P.T. 2X8(3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2][A2](3) P.T. 2X8 (3) P.T. 2X8NOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTION12"12"24"FIRST FLOOR DEMISING WALL ATTHIS LOCATION IS NOT A SHEARWALL - WALL IS HELD DOWN 112"4S.11REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSF.2BUILDING 702ND FLOOR FRAMING PLAN
4'-0"TOP CHORDBEARINGAT ELEV.22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X6 JOISTS AT 16" O.C.28"4'-0"28"3'-4"3'-4"TOP CHORD BEARING AT STAIRSTOP CHORD BEARING AT STAIRS2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.1[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.SF.3Scale: 1/8" = 1'THIRD FLOOR FRAMING PLAN BUILDING 709'-2"R.O.2'-8"16"16"16"16"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"16"16"22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)16"16"16"16"16"16"16"16"16"17'-7"R.O.4'-214"R.O.2X10 JOISTSAT 24" O.C.2X10 JOISTSAT 24" O.C.17'-7"R.O.4'-214"R.O.7'-312"R.O.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.ROOF TRUSSESAT 24" O.C.1S.63S.62S.63S.64S.64S.65S.66S.65S.66S.67S.67S.68S.61S.710S.610S.63S.74S.74S.73S.74S.74S.73S.74S.74S.71S.62S.68S.61S.62S.61S.62S.643S.6S.6S.63S.642S.75S.75S.75S.75S.75S.10TOP CHORDBEARINGAT ELEV.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)APPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGS(3) 2X6 POST(3) 2X6 POST(3) 2X6 POSTEXTERIOR WALL:2X6 STUDS AT 24" O.C.2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)SIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)SIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X4POST(3) 2X4POST(3) 2X6 POST(3) 2X6POST(3) 2X6 HOIST BEAMPOST (EACH SIDE)(3) 2X6 POST(EACH SIDE)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZP.T. 6X6 POSTSIMPSON LUC26Z2X6 LADDER FRAMINGAT 16" O.C.SIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON LUC26Z(TYPICAL U.N.O.)2X6 LADDER FRAMING AT16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POSTSEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGSEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGEXTERIOR WALL:2X6 STUDS AT 24" O.C.(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)P.T. 6X6 POSTSIMPSON HUC26-2Z(2) P.T. 2X6 JOIST AT ENDP.T. 6X6 POST(TYPICAL U.N.O.)(2) P.T. 2X6 JOISTAT ENDSIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSONHUC26-2Z(3) 2X6 POST(3) 2X6 POST[A2][B3][A2][C2] [C2][C2] [C2] [C2] [C2][C2][C2][C2] [C2] [C2][C2] [C2][C2] [C2] [C2] [C2][C2] [C2][A2][A2][A2][A2][A2][B3][B3] [B3][B3] [B3][A3][A3][A3][A2][A2][A3][A3](3) P.T. 2X8 (3) P.T. 2X8SHEAR WALL BSHEAR WALL BSHEAR WALL BSHEAR WALL BSHEAR WALL DSHEAR WALL D[C3]SHEAR WALL D[A3]SHEAR WALL B[C2][C2][A3][B2][C2][B2] [B2][C2][C1][C2][B2][B2] [B2][C1][C2][A3][B3](3) P.T. 2X8[A2](3) P.T. 2X8[A2](3) P.T. 2X8[A2][A2](3) P.T. 2X8 (3) P.T. 2X8[A3][A3][A2]NOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSF.3BUILDING 703RD FLOOR FRAMING PLAN
9'-2"R.O.Scale: 1/8" = 1'TOP CHORDBEARINGAT ELEV.22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X6 JOISTS AT 16" O.C.22" DEEP WOOD FLOOR TRUSSESAT 24" O.C. (TYPICAL U.N.O.)4'-0"16"2'-8"16"16"28"3'-4"3'-4"TOP CHORD BEARING AT STAIRS2X6 JOISTSAT 16" O.C.WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.FOURTH FLOOR FRAMING PLAN BUILDING 70[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X6WOOD FLOOR FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS.3. PROVIDE 3/4" APA RATED TONGUE AND GROOVE SHEATHING, GLUED AND NAILED WITH LONG EDGE PERPENDICULAR TO SUPPORT. GAP SHEATHINGEDGE 1/8" AS RECOMMENDED BY MANUFACTURER.4. LOCATE TRUSSES AS SHOWN TO AVOID TRUSS CONFLICTS WITH PLUMBING AND HVAC REQUIREMENTS (ADDITIONAL COORDINATION WILL BE REQUIRED).ADD STUDS AS REQUIRED WHERE ALIGNMENT IS REQUIRED.5. PROVIDE 2X6 STRONGBACKS AT MAXIMUM 10' ON CENTER IN FLOOR TRUSSES.6. INTERIOR STAIR STRINGERS SHALL BE 2X12'S AT 12" O.C. FASTEN EDGE STRINGERS TO WALL STUDS WITH (1) 1/4" DIA. X 5" SDS SCREW INTO EACH STUD.7. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR WALL LAYOUT AND DIMENSIONS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCH. OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. ADD PLENUM BLOCKING AT OPENING JAMBS IN ALL BEARING WALLS. SEE DETAIL "8/S.8".15. WHERE DOUBLE STUDS ARE REQUIRED IN BEARING WALLS, SINGLE STUDS MAY BE USED ABOVE AND BELOW OPENINGS WHERE STUDS ARE SHORT.SF.4116"16"16"16"16"16"16"16"16"WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)4S.102X10 JOISTSAT 24" O.C.22'-10"R.O.8'-914"R.O.15'-212"R.O.4'-214"R.O.7'-312"R.O.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.P.T. 2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.2X6 JOISTSAT 16" O.C.ROOF TRUSSESAT 24" O.C.3S.101S.6423S.6S.6S.65S.66S.65S.66S.67S.61S.710S.610S.64S.74S.73S.74S.74S.73S.74S.74S.71S.62S.61S.91S.92S.92S.96S.94S.97S.98S.61S.62S.64S.1043S.6S.62S.75S.75S.75S.75S.10TOP CHORDBEARINGAT ELEV.SIMINTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)APPROXIMATE LOCATION OFPLUMBING PENETRATION (TYP.)COORDINATE FINAL LOCATIONWITH ARCHITECTURAL DRAWINGS(3) 2X6 POST2X6 STRONGBACKS AT10'-0" O.C. MAX (TYPICAL)EXTERIOR WALL:2X6 STUDS AT 24" O.C.WITH TRIPLE TOP PLATE(3) 2X6 POST(3) 2X6 POSTOVERBUILD ROOFTRUSSES AT 24" O.C.2X6 LADDER FRAMED RAKEAT 16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z2X4 DIAGONAL ANDLATERAL BOTTOM CHORDBRACING - SEE SN.1(3) 2X6POSTGABLE END TRUSSEXTERIOR WALLS:2X6 STUDS AT 24" O.C.WITH TRIPLE TOP PLATE,ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.WITH TRIPLE TOP PLATEGABLE ENDTRUSSSIMPSON U210-2(TYP. EACH END)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)(3) 2X6 POST(TYPICAL AT ALLSTAIR BEAMS)(3) 2X6 POST(TYPICAL U.N.O.)POSTABOVE(3) 2X4POST(3) 2X6 POST(3) 2X6POST(3) 2X6 POST(3) 2X6 HOIST BEAMPOST (EACH SIDE)(3) 2X6 POST(EACH SIDE)(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZEXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.(3) 2X6 POSTSEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGSEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGEXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)SEE DETAIL "1/S.11" FOR TYPICALAPPLIED ROOF FRAMINGEXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSES(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(2) P.T. 2X6 JOIST AT END(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON HUC26-2Z(TYPICAL U.N.O.)(3) 2X6 POST(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)BLOCK ALL PANELJOINTS (TYPICAL)SEE DETAIL "1/S.11"FOR TYPICAL APPLIEDROOF FRAMINGP.T. 6X6 POSTSIMPSON HUC26-2Z(2) P.T. 2X6 JOIST AT ENDSIMPSON HUC26-3Z(TYPICAL U.N.O.)SIMPSON HUC26-2Z(TYPICAL U.N.O.)(2) P.T. 2X6 JOIST AT END(TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)(3) 2X6 POSTINTERIOR BEARING WALL:2X6 STUDS AT 12" O.C.(THIS FLOOR ONLY)ALIGN WALL STUDS WITHFLOOR TRUSSES BELOW[B3][C2][C2] [C2] [C2] [C2] [C2][C2][C2] [C2][C2][C2][C2][C2] [C2] [C2][C2] [C2][A2][A2][A2][A2][A2][B3] [B3][B3] [B3][A3][A3][A2][A3][A3](3) P.T. 2X8SHEAR WALL ASHEAR WALL DSHEAR WALL ASHEAR WALL DSHEAR WALL ASHEAR WALL A[C2][C3]SHEAR WALL D[A3]SHEAR WALL A[C2][C2][C2] [C2][C2][B3][A2][A3]HIP TRUSSGIRDER TRUSS[A2][C2][B2][B2] [B2][C1][C1][C2][C2][A3][B3][A3][B3](3) P.T. 2X8[A2](3) P.T. 2X8[A2][A2](3) P.T. 2X8 (3) P.T. 2X8[A3][A3][A2]NOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONBALCONY CONSTRUCTIONNOTE: TRIPLE TOP PLATE REQUIRED ATALL EXTERIOR AND INTERIOR BEARINGWALLS SUPPORTING ROOF TRUSSESREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSF.4BUILDING 704TH FLOOR FRAMING PLAN
[A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAILS "2/S.6" AND "2/S.9" FOR REQUIRED PLATES/BLOCKING AT HEADERS.3. SEE DETAIL "8/S.8" FOR ADDITIONAL JAMB REQUIREMENTS AT ALL HEADERS.(1) 2X6[A2](1) 2X6[B3] (2) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(3) 2X10(1) 2X6(1) 2X6[C3](1) 2X6(3) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6[D3] (3) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[D2] (2) 1-3/4" X 11-7/8" LVL (3) 2X6 (1) 2X6[F3] (3) 1-3/4" X 14" LVL (3) 2X6 (1) 2X61WOOD SHEAR WALL SCHEDULELABEL SHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEABCEXTERIORWALLS7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" OSB ONE SIDE7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 6" O.C.8d NAILS 4" O.C.8d NAILS 3" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C.8d NAILS 6" O.C. 8d NAILS 6" O.C.(2) 16d NAILS 12" O.C.(2) 16d NAILS 8" O.C.(2) 16d NAILS 6" O.C.(2) 16d NAILS 12" O.C.HILTI X-CP PAF'S 8" O.C.HILTI X-CP PAF'S 6" O.C.HILTI X-CP PAF'S 4" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING INCLUDING INTERIOR CORRIDOR WALLS. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL OSB PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS ARE SPACED 16" O.C. OR LESS3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND SPACING. IF STUDS ARE SPACED LESS THAN 24" O.C., OSB FIELD FASTENER SPACING MAYBE INCREASED FROM 6" TO 12" O.C.4. SHEAR WALL LABEL DESIGNATES SIDE OF WALL THAT SHEATHING MUST BE INSTALLED.5. FOR ALL SHEAR WALLS WITH A LETTER DESIGNATION: UNLESS NOTED OTHERWISE ON PLAN, REFER TO DETAIL "4/S.7" FOR TYPICAL SHEAR WALLEND CONNECTION.6. SHEAR WALLS THAT OCCUR AT UNIT DEMISING WALLS MAY HAVE MULTIPLE LAYERS OF GYPSUM BOARD ON EACH SIDE. SHEAR WALL SCHEDULENOTES FASTENING FOR FIRST PLY OF OSB APPLIED DIRECTLY TO FRAMING. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND ADDITIONALSHEATHING REQUIREMENTS.7. SEE DETAIL "4/S.8" FOR TYPICAL SHEAR WALL NAILING ELEVATION.8. SEE DETAILS "5/S.8", "6/S.8", AND "7/S.8" FOR TYPICAL PANELIZED WALL DETAILS.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGSGYPSUM BOARDSHEATHING BOTH SIDES#6 DRYWALLSCREWS 4" O.C.(2) 16d NAILS 12" O.C. HILTI X-CP PAF'S 12" O.C.D#6 DRYWALLSCREWS 12" O.C.ROOF FRAMING PLAN BUILDING 70Scale: 1/8" = 1'SF.5WOOD ROOF FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS. ROOF TRUSSES DO NOT NEED TO ALIGN WITH STUDS. USE (3) 2X6 TOP PLATE AT BEARING WALLS.3. TRUSS MANUFACTURER LAYOUT TRUSSES AS NEEDED TO BEST SATISFY ROOF GEOMETRY. ADD TRUSSES AS NEEDED.4. ROOF SHEATHING SHALL BE 5/8" APA RATED EXPOSURE 1 ROOF SHEATHING.5. SEE ARCHITECTURAL DRAWINGS FOR ROOF TRUSS PROFILES, EAVE DETAILS AND DIMENSIONS.6. TRUSS MANUFACTURER SHALL DESIGN AND PROVIDE ALL HANGERS FOR TRUSS TO BEAM OR TRUSS TO TRUSS CONNECTIONS.7. REFER TO TRUSS BRACING DIAGRAM ON SHEET SN.1 FOR TYPICAL TRUSS BRACING REQUIREMENTS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCHITECTURAL OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. CORRIDOR BEARING WALLS, STAIR WALLS AND LONG EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACINGUNTIL SHEATHING IS INSTALLED.12. G.C. COORDINATE BLOCKING IN ELEVATOR WALLS WITH INSTALLATION REQUIREMENTS.13. ELEVATOR RAIL POST SIZE, LOCATION, AND DETAILS TO BE COORDINATED WITH ELEVATOR SHOP DRAWINGS.14. G.C. COORDINATE EXACT RTU WEIGHTS AND LOCATIONS WITH TRUSS MANUFACTURER AND MECHANICAL DRAWINGS (RTU WEIGHTS TBD).15. SEE ARCHITECTURAL DRAWINGS FOR TRUSS PROFILES.16. AT GABLE END TRUSSES, GENERAL CONTRACTOR PROVIDE:A) 2X4 L-BRACING ON WEBS GREATER THAN 5'-0" IN LENGTH ANDB) 2X6 L-BRACING ON WEBS GREATER THAN 9-0" IN LENGTH,FASTEN L-BRACING WITH 12d NAILS AT 8" O.C.WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)7S.93S.94S.94S.91S.104S.74S.71S.104S.74S.76S.96S.91S.92S.91S.92S.91S.92S.91S.91S.95S.91S.92S.95S.9WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)8S.92X10 RAFTERSAT 24" O.C.2X4 DIAGONAL ANDLATERAL BOTTOM CHORDBRACING - SEE SN.1OVERBUILD ROOFTRUSSES AT 24" O.C.(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.2X6 LADDER FRAMED RAKEAT 16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYP. U.N.O.)P.T. 6X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3Z(TYPICAL U.N.O.)(3) 2X6 POST(TYP. U.N.O.)(3) 2X6 POST(3) 2X6 POSTOVERBUILD ROOFTRUSSES AT 24" O.C.2X6 LADDER FRAMED RAKEAT 16" O.C. (TYPICAL U.N.O.)P.T. 6X6 POST(3) 2X6 POST(TYPICAL U.N.O.)SIMPSON HUC26-3ZGABLE END TRUSS(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(3) 2X6POSTROOF BELOW - SEEFRAMING PLAN ONSHEET SF.4INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOORTRUSSES BELOW(TYPICAL U.N.O.)EXTERIOR WALL:2X6 STUDS AT 24" O.C.GABLE ENDTRUSSGABLE END TRUSSEXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOORTRUSSES BELOW(TYPICAL U.N.O.)(3) 2X6 POST(EACH SIDE)EXTERIOR WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOOR TRUSSESBELOW (TYPICAL U.N.O.)NOTE: AT EACH HIP ROOF DORMER, LAYOUTSHAPED ROOF TRUSSES TO PROVIDE 24"TRUSS BAY ALIGNED WITH MECHANICALCLOSET BELOW FOR THE MAIN SUPPLY DUCTBLOCK ALL PANELJOINTS (TYPICAL)INTERIOR BEARING WALLS:2X6 STUDS AT 24" O.C.ALIGNED WITH FLOORTRUSSES BELOW(TYPICAL U.N.O.)BLOCK ALL PANELJOINTS (TYPICAL)(3) 2X6 HOISTBEAM POST(EACH SIDE)BLOCK ALL PANELJOINTS (TYPICAL)514" X 1178" SOLID PSL HOISTBEAM. LOCATION TO BECOORD. WITH ELEVATORSHOP DRAWINGS2X6 OVERBUILD RAFTERS AT24" O.C. WITH 2X4 CHEEKWALLS OVER ROOF TRUSS(SEE ARCH. DWGS)BLOCKING AT ROOFSHEATHING EDGENOTE: SEE ARCH. DWGS FORADDITIONAL INFORMATION ONELEVATOR ROOF CONSTRUCTION[A3][C2] [C2] [C2] [C2] [C2] [C2] [C2] [C2][C2] [C2] [C2][C2] [C2] [C2] [C2][A2][A2][A2][A2][B3] [B3][B3][B3] [B3][A3][A2][A2][A2][A2][A2][A3][A3][B3][A3][A3][A3][A3][A3]SHEAR WALL ASHEAR WALL ASHEAR WALL ASHEAR WALL DSHEAR WALL DGIRDER TRUSSHIP TRUSS[C2][B3]HIP TR
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HIP TRUSSGIRDER TRUSSSIM.[A3][A3][A3] [A3][A3]GIRDER TRUSSHIP TRUSSSHEAR WALL AREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCSF.5BUILDING 70ROOF FRAMING PLAN
8"1'-6"MIN.1'-0"3'-312"1'-0"1'-0"1'-0"45.0°NOTE: THE GENERAL CONTRACTOR SHALLVERIFY ALL PIT DIMENSIONS, DEPTH, AND OTHERREQUIREMENTS BEFORE CASTING PIT WALLS.5'-0" G.C. TO COORDINATEDEPTH WITH ELEVATOR SELECTEDAS REQUIREDSQUARE OF ROUNDSUMP*PITCH SLAB TO SUMP10383"3"5"6341'-0"3'-10"4"8"8"5"3"2'-0"8"8"2'-0"8"3"5"8"8"8"8"2'-0"8"8"8"4"8"2'-0"3" CLEARANCHOR OPTION:12" DIA. SIMPSON TITEN HD SCREW ANCHORSWITH MINIMUM 234" EMBEDMENT SPACED AT4'-0" O.C. IN LIEU OF PAF'S IS ACCEPTABLE2"2"2'-0"8"8"8"FOUNDATION WALL DETAILS.1 Scale: 3/4" = 1'1PORCH FOUNDATION WALL DETAILS.1 Scale: 3/4" = 1'2PORCH FOUNDATION WALL DETAIL AT HC UNITS.1 Scale: 3/4" = 1'3ENTRY SLAB AND FOUNDATION WALL DETAILS.1 Scale: 3/4" = 1'4ELEVATOR PIT DETAILS.1 Scale: 3/4" = 1'6INTERIOR THICKENED SLABS.1 Scale: 3/4" = 1'10PIER P1 DETAILScale: 3/4" = 1'S.1563463463418188"4'-0" MINIMUM FROST PROTECTION3"3"3"3"T.O. WALLEL. 99'-1012"T.O. SLABEL. 100'-0"T.O. SHELFEL. 99'-612"T.O. FTGEL. 96'-012"T.O. FTGEL. 96'-012"T.O. SLAB EDGEEL. 99'-7"T.O. WALLEL. 99'-1012"T.O. SLABEL. 99'-8"T.O. SLAB EDGEEL. 99'-1014"T.O. FTGEL. 96'-012"T.O. SLABEL. 99'-1114"T.O. WALLEL. 99'-1012"3'-1112"1'-0"T.O. SLAB EDGEEL. 99'-11"T.O. FTGEL. 96'-012"T.O. FTGSEE PLANT.O. WALL/SLABSEE PLANT.O. WALL/SLABSEE PLANT.O. SLABSEE PLAN4"1'-0"T.O. SLABEL. 100'-0"T.O. SHELFEL. 99'-612"T.O. SLABEL. 100'-0"T.O. SHELFEL. 99'-612"T.O. SLABEL. 100'-0"T.O. WALLEL. 99'-4"8"1'-0"MIN.1'-0"3'-312"8"8"8"2'-0"63418188"3"T.O. SLAB EDGEEL. 99'-11"T.O. FTGEL. 96'-012"T.O. SLABEL. 100'-0"T.O. WALLEL. 99'-4"8"1'-0"MIN.1'-0"3'-6"8"8"8"2'-0"634512"3"T.O. SLAB EDGEEL. 99'-11"T.O. FTGEL. 96'-012"T.O. SLABEL. 100'-0"T.O. SHELFEL. 99'-612"FOUNDATION WALL DETAILS.1 Scale: 3/4" = 1'7FOUNDATION WALL DETAILS.1 Scale: 3/4" = 1'88"1'-6"MIN.8"1'-6"MIN.3'-1112"1'-0"3'-0" SQ. FOOTING1010"1'-4" SQ.PIER10"1'-0"3'-10"4'-0" MINIMUM FROST PROTECTION3"T.O. FTGSEE PLANT.O. PIERSEE PLAN1'-4"1'-6"MIN.T.O. SLAB EDGEEL. 99'-11"30241'-0"2'-412"T.O. FTGEL. 96'-012"T.O. PIEREL. 98'-5"PIER P2 DETAILScale: 3/4" = 1'S.193'-0" SQ. FOOTING10"1'-4" SQ.PIER10"3"9352"8"10"8"2"8"10"T.O. SHELFSEE PLANT.O. SHELFSEE PLANCONCRETE SLAB (SEE PLAN)1/2" DIA. X 12" ANCHOR BOLTS AT4'-0" O.C. AND 6" FROM CORNERSAND OPENINGS ON P.T. 2X6 SILL1/2" ISOLATION JOINT#4 BENT BARSAT 12" O.C.TYPICAL 6" EXTERIORSLAB (SEE PLAN)(2) CONTINUOUS#5 BARSWATERPROOFING SYSTEMWATER STOP (SEE ARCH. DWGS)#5 BARS AT 12" O.C. EACHWAY AT TOP AND BOTTOMOF FOOTINGTYPICAL FOOTINGSUBGRADE#5 BENT BARS AT12" O.C. AT SUMPCOORDINATE WITHSUMP PUMP SIZE#5 VERTICAL BARS AT 12" O.C.#5 HORIZONTAL BARS AT 12" O.C.#5 DOWELS AT 12" O.C.WATERSTOP (SEE ARCH. DWGS)TERMINATE TOP BARSAT WATER STOP2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)P.T. 2X8 RIPPED TO 7" WIDECONCRETE SLAB (SEE PLAN)1/2" DIA. X 12" ANCHOR BOLTS AT4'-0" O.C. AND 6" FROM CORNERSAND OPENINGS ON P.T. 2X6 SILLTYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDERTYPICAL FOOTINGSUBGRADE#4 DOWELS @ 48" O.C.(2) CONTINUOUS #5 BARSAT TOP & BOTTOM OF WALLRIGID INSULATION,(SEE ARCH. DWGS)(2) CONTINUOUS #5 BARSAT MID-DEPTHTYPICAL EXTERIORSHEATHINGTYPICAL 6" EXTERIORSLAB (SEE PLAN)CONCRETE SLAB (SEE PLAN)PROVIDE FREE-DRAININGSTRUCTURAL FILL BELOWEXTERIOR SLABS ON GRADE TOA MINIMUM DEPTH OF 4' BELOWADJACENT FINISH GRADE3/4" P.T. PLYWOOD PLATES(SEE ARCH. DWGS)#5 X 12" LONG DOWELAT 12" O.C. USE HILTIHIT-HY 200 EPOXYAND 5" EMBEDMENTTYPICAL 6" EXTERIORSLAB (SEE PLAN)PROVIDE FREE-DRAININGSTRUCTURAL FILL BELOWEXTERIOR SLABS ONGRADE TO A MINIMUMDEPTH OF 4' BELOWADJACENT FINISH GRADECONCRETE SLAB (SEE PLAN)2X6 WALL - STUDS AT 24" O.C.(SEE PLAN)1/2" DIA. X 12" ANCHOR BOLTS AT4'-0" O.C. AND 6" FROM CORNERSAND OPENINGS ON P.T. 2X6 SILL1/2" ISOLATION JOINT2X4 OR 2X6 WALL - STUDS AT 24" O.C.(SEE PLAN)P.T. 2X4 OR 2X6 SILL ON THICKENEDSLAB. FASTEN TO CONCRETE WITH HILTIX-CP PAF'S AT 16" O.C. STAGGERED.(2) #5 BARS CONTINUOUS,CHAIRED TO MAINTAIN POSITIONCONCRETE SLAB (SEE PLAN)MOISTURE VAPOR RETARDERTYPICAL FOOTINGSUBGRADE2X6 WALL - STUDS AT 24" O.C.(SEE PLAN)TYPICAL FOOTINGSUBGRADERIGID INSULATION(SEE ARCH. DWGS)CONCRETE SLAB (SEE PLAN)3/4" P.T. PLYWOOD PLATES(SEE ARCH. DWGS)TYPICAL FOOTINGSUBGRADERIGID INSULATION(SEE ARCH. DWGS)CONCRETE SLAB (SEE PLAN)TYPICAL FOOTINGSUBGRADE#4 DOWELS @ 48" O.C.(2) CONTINUOUS #5 BARSAT TOP & BOTTOM OF WALLRIGID INSULATION(SEE ARCH. DWGS)(2) CONTINUOUS #5 BARSAT MID-DEPTH#4 DOWELS @ 48" O.C.(2) CONTINUOUS #5 BARSAT TOP & BOTTOM OF WALL#4 DOWELS @ 48" O.C.(2) CONTINUOUS #5 BARSAT TOP & BOTTOM OF WALLTYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDERTYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDERTYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDERTYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDERTYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDER#4 BENT BARSAT 12" O.C.TYPICAL 6" EXTERIORSLAB (SEE PLAN)(2) CONTINUOUS#5 BARSPROVIDE FREE-DRAININGSTRUCTURAL FILL BELOWEXTERIOR SLABS ON GRADE TOA MINIMUM DEPTH OF 4' BELOWADJACENT FINISH GRADECONCRETE SLAB (SEE PLAN)TYPICAL FOOTINGSUBGRADE#4 DOWELS @ 48" O.C.(2) CONTINUOUS #5 BARSAT TOP & BOTTOM OF WALLRIGID INSULATION(SEE ARCH. DWGS)(2) CONTINUOUS #5 BARSAT MID-DEPTHTYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDER#5 X 12" LONG DOWELS AT 12" O.C.DRILL AND EPOXY WITH HILTIHIT-HY 200 AND 3" EMBEDMENTTYPICAL 6" EXTERIORSLAB (SEE PLAN)(2) CONTINUOUS#5 BARSPROVIDE FREE-DRAININGSTRUCTURAL FILL BELOWEXTERIOR SLABS ON GRADE TOA MINIMUM DEPTH OF 4' BELOWADJACENT FINISH GRADECONCRETE SLAB (SEE PLAN)TYPICAL FOOTINGSUBGRADE#4 DOWELS @ 48" O.C.(2) CONTINUOUS #5 BARSAT TOP & BOTTOM OF WALLRIGID INSULATION(SEE ARCH. DWGS)(2) CONTINUOUS #5 BARSAT MID-DEPTHTYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDER2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)P.T. 2X8 RIPPED TO 7" WIDE1/2" DIA. X 12" ANCHOR BOLTS AT4'-0" O.C. AND 6" FROM CORNERSAND OPENINGS ON P.T. 2X6 SILLTYPICAL EXTERIORSHEATHING(2) CONTINUOUS #5 BARSAT MID-DEPTH(2) CONTINUOUS#5 BARS(2) CONTINUOUS #5 BARSAT MID-DEPTH(2) CONTINUOUS#5 BARSPROVIDE FREE-DRAININGSTRUCTURAL FILL BELOWEXTERIOR SLABS ON GRADE TOA MINIMUM DEPTH OF 4' BELOWADJACENT FINISH GRADETYPICAL FOOTINGSUBGRADE#5 DOWELS AT EACHCORNER OF PIER#5 BARS AT 12" O.C.EACH WAY6X6 POST (SEE PLAN) - POST IS NOTCENTERED ON PIER. COORDINATELOCATION WITH ARCH. DWGSSIMPSON ABA66 POST BASE WITH(1) 5/8" DIA. TITEN HD ANCHORWITH MIN. 6" EMBEDMENTPT 6X6 POST (SEE PLAN)SIMPSON ABA66Z POST BASE WITH (1)5/8" DIA. TITEN HD ANCHOR (HDG)WITH 6" MIN. EMBEDMENT(2) CONTINUOUS#5 BARSPROVIDE FREE-DRAININGSTRUCTURAL FILL BELOWEXTERIOR SLABS ON GRADE TOA MINIMUM DEPTH OF 4' BELOWADJACENT FINISH GRADE(4) #5 BENT BARSINTO PIERTYPICAL 6" EXTERIORSLAB (SEE PLAN)TYPICAL FOOTINGSUBGRADE#5 BARS AT 12" O.C.EACH WAY#5 DOWELS AT EACHCORNER OF PIERREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCS.1FOUNDATION DETAILS
PORCH FOUNDATION WALL DETAILS.2 Scale: 3/4" = 1'5PORCH FOUNDATION WALL DETAIL AT HC UNITS.2 Scale: 3/4" = 1'61"6"1'-0"6"3"3"3"6"3"BEARING PLATE661/4 3"BEAM POCKET DETAILS.2 Scale: 3/4" = 1'4Scale: 3/4" = 1'FOUNDATION WALL DETAIL1S.2SEE ARCH.DWGS6"6"FOUNDATION WALL DETAILS.2 Scale: 3/4" = 1'2T.O. WALLEL. 99'-9"T.O. SHEATHINGEL. 99'-1114"T.O. SHELFEL. 99'-6"T.O. SHEATHINGEL. 99'-1114"T.O. STEELEL. 99'-6"T.O. WALLEL. 99'-9"4"1'-0"314"T.O. SHEATHINGEL. 99'-1114"T.O. WALLEL. 99'-9"T.O. SLABEL. 99'-8"T.O. SHEATHINGEL. 99'-1114"T.O. SLAB EDGEEL. 99'-1014"T.O. SLABEL. 99'-1114"T.O. WALLEL. 99'-1012"T.O. SLAB EDGEEL. 99'-7"8"1'-6"MIN.8"1'-6"MIN.8"1'-6"MIN.1818T.O. SLAB EDGEEL. 99'-11"ENTRY SLAB AND FOUNDATION WALL DETAILS.2 Scale: 3/4" = 1'82X10 JOISTT.O. SHEATHINGEL. 99'-1114"T.O. WALLEL. 99'-9"3'-0"1'-0"1'-0"1'-0"1'-0"11'-3"4'-0"TEMPORARY GRADE EL. = 95'-9"NOTE: DO NOT BACKFILL BEYONDTEMPORARY GRADE ELEVATION BEFOREFIRST FLOOR FRAMING IS CONSTRUCTEDAND BASEMENT SLAB ON GRADE IS CUREDT.O. SLABEL. 88'-11"T.O. FTGEL. 88'-6"10383"ENTRY SLAB AND FOUNDATION WALL DETAILS.2 Scale: 3/4" = 1'9314"2'-0"1'-0"VERIFY IN FIELD11"8"8"8"63418183"NOTE: PORCH FOUNDATIONWALLS MUST BE CONNECTEDTO PERPENDICULAR GARAGEFOUNDATION WALLS.SEE DETAIL 5/S.4T.O. FTGV.I.F.T.O. WALLEL. 98'-8"T.O. SLAB EDGEEL. 99'-7"T.O. WALLEL. 99'-9"T.O. SLABEL. 99'-8"T.O. SHEATHINGEL. 99'-1114"4'-0" MINIMUM FROST PROTECTIONPORCH FOUNDATION WALL DETAILS.2 Scale: 3/4" = 1'7T.O. SLABEL. 100'-0"P.T. 2X6 JOISTBALCONY RAILING ANDATTACHMENT TO STRUCTURE BYOTHERS - MANUFACTURER MUSTPROVIDE STAMPED DRAWINGSAND STAMPED CALCULATIONSDETAIL AT BALCONYS.2 Scale: 3/4" = 1'106"6"FOUNDATION WALL DETAILS.2 Scale: 3/4" = 1'3T.O. WALLEL. 99'-9"T.O. SHEATHINGEL. 99'-1114"T.O. SHELFEL. 99'-312"1818T.O. SLAB EDGEEL. 99'-11"T.O. WALLEL. 99'-9"T.O. SLABEL. 100'-0"8"1'-6"MIN.T.O. SHELFEL. 99'-4"T.O. WALLEL. 99'-9"T.O. SHELFEL. 99'-4"(2) 2X4 PLATE1/2" DIA. X 12" ANCHOR BOLTS AT 4'-0"O.C. AND 6" FROM CORNERS ANDOPENINGS ON 2X6 SILL THROUGHSUBFLOOR AND P.T. 2X6 PLATETYPICAL EXTERIORSHEATHINGP.T. 2X6 PLATE2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANS12" X 6" X 12"PLATE WITH(2) 12" X 6" EWS12" X 6" X 12"PLATE(2) #4 BENT BARSALIGNED WITH EWS,WELD 2" EACH SIDE12" X 6" EWSSTEEL BEAM(SEE PLAN)SEE DETAIL 1/S.2 FORFOUNDATION WALLCONSTRUCTIONINSTALL BLOCKING BETWEENTRUSS TOP CHORDSTOP CHORD BEARING WOODFLOOR TRUSS (SEE PLAN)1/2" DIA. X 12" ANCHOR BOLTS AT 4'-0" O.C.AND 6" FROM CORNERS AND OPENINGSON 2X6 SILL THROUGH SUBFLOOR ANDP.T. 2X6 PLATETYPICAL EXTERIORSHEATHINGP.T. 2X6 PLATE2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)P.T. 2X6 SILL PLATE. FASTEN TOCONCRETE WITH 0.145" DIA. HILTIX-CP PAF'S (OR EQUAL) AT 16" O.C.AT MIN. 3" FROM EDGE OF CONCRETETYPICAL SUBFLOOR,SEE FRAMING PLANSSEE DETAIL 1/S.2 FORFOUNDATION WALLCONSTRUCTION#5 X 12" LONG DOWELAT 12" O.C. USE HILTIHIT-HY 200 EPOXYAND 5" EMBEDMENTWOOD FLOOR TRUSS(SEE PLAN)P.T. 2X6 SILL PLATE. FASTEN TOCONCRETE WITH 0.145" DIA. HILTIX-CP PAF'S (OR EQUAL) AT 16" O.C.AT MIN. 3" FROM EDGE OF CONCRETETYPICAL SUBFLOOR,SEE FRAMING PLANSWOOD FLOOR TRUSS(SEE PLAN)P.T. 2X6 SILL PLATE. FASTEN TOCONCRETE WITH 0.145" DIA. HILTIX-CP PAF'S (OR EQUAL) AT 16" O.C.AT MIN. 3" FROM EDGE OF CONCRETETYPICAL SUBFLOOR,SEE FRAMING PLANSSEE DETAIL 1/S.2 FORFOUNDATION WALLCONSTRUCTIONSEE DETAIL 1/S.2 FORFOUNDATION WALLCONSTRUCTIONTYPICAL 6" EXTERIORSLAB (SEE PLAN)PROVIDE FREE-DRAININGSTRUCTURAL FILL BELOWEXTERIOR SLABS ON GRADE TOA MINIMUM DEPTH OF 4' BELOWADJACENT FINISH GRADE(2) CONTINUOUS#5 BARSTYPICAL 6" EXTERIORSLAB (SEE PLAN)PROVIDE FREE-DRAININGSTRUCTURAL FILL BELOWEXTERIOR SLABS ONGRADE TO A MINIMUMDEPTH OF 4' BELOWADJACENT FINISH GRADE(2) CONTINUOUS#5 BARS#4 BENT BARSAT 12" O.C.TYPICAL 6" EXTERIORSLAB (SEE PLAN)(2) CONTINUOUS#5 BARSPROVIDE FREE-DRAININGSTRUCTURAL FILL BELOWEXTERIOR SLABS ON GRADE TOA MINIMUM DEPTH OF 4' BELOWADJACENT FINISH GRADECONTINUOUS (2) 2X4 TOP PLATE2X10 RIM BOARDP.T. 2X6 SILL PLATE. FASTEN TOCONCRETE WITH 0.145" DIA. HILTIX-CP PAF'S (OR EQUAL) AT 16" O.C.AT MIN. 3" FROM EDGE OF CONCRETETYPICAL SUBFLOOR,SEE FRAMING PLANS2X4 BEARING WALL - STUDSAT 24" O.C. (SEE PLAN)SEE DETAIL 1/S.2 FORFOUNDATION WALLCONSTRUCTIONTYPICAL FOOTINGSUBGRADERIGID INSULATION(SEE ARCH. DWGS)2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)1/2" DIA. X 12" ANCHOR BOLTS AT 4'-0" O.C.AND 6" FROM CORNERS AND OPENINGSON 2X6 SILL THROUGH SUBFLOOR ANDP.T. 2X6 PLATETYPICAL EXTERIORSHEATHINGWOOD FLOOR TRUSS(SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSP.T. 2X6 PLATEP.T. 2X6 SILL PLATE. FASTEN TO CONCRETEWITH 0.145" DIA. HILTI X-CP PAF'S (OR EQUAL) AT16" O.C. AT MIN. 3" FROM EDGE OF CONCRETEPERIMETER DRAINSTO DAYLIGHTTYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDER1/2" ISOLATION JOINTCONCRETE SLAB (SEE PLAN)(3) CONTINUOUS #5 BARSAT MID-DEPTH#5 DOWELS AT 12" O.C.CENTERED IN WALL#6 VERTICAL BARS AT 12" O.C.CENTERED IN WALL#5 HORIZONTAL BARSAT 12" O.C.TYPICAL 6" EXTERIORSLAB (SEE PLAN)PROVIDE FREE-DRAININGSTRUCTURAL FILL BELOWEXTERIOR SLABS ON GRADE TOA MINIMUM DEPTH OF 4' BELOWADJACENT FINISH GRADE#4 DOWELS @ 48" O.C.(2) CONTINUOUS #5 BARSAT TOP & BOTTOM OF WALLSTRUCTURAL FILL ATMINIMUM 95% COMPACTION(2) CONTINUOUS #5 BARSAT MID-DEPTH#4 BENT BARS AT 12" O.C.WOOD FLOOR TRUSS(SEE PLAN)P.T. 2X6 SILL PLATE. FASTEN TOCONCRETE WITH 0.145" DIA. HILTIX-CP PAF'S (OR EQUAL) AT 16" O.C.AT MIN. 3" FROM EDGE OF CONCRETETYPICAL SUBFLOOR,SEE FRAMING PLANSSEE DETAIL 1/S.2 FORFOUNDATION WALLCONSTRUCTIONGYPSUM UNDERLAYMENT(TYPICAL) - SEE ARCH. DWGS.GYPSUM UNDERLAYMENT(TYPICAL) - SEE ARCH. DWGS.DECKING - SEE ARCHSIMPSON LU26Z HANGEREACH END. FASTENWITH HDG NAILS(3) P.T. 2X8 BEAM(SEE PLAN)P.T. 2X6 LEDGER. FASTEN TOCONCRETE WITH 1/2" DIA.TITEN HD ANCHORS WITH MIN.6" EMBEDMENT, AT 24" O.C.(MIN. 5 ANCHORS PER LEDGER)SEE DETAIL 1/S.2 FORFLOOR AND WALL FRAMINGINFORMATION NOT SHOWNFOR CLARITYSEE DETAIL 1/S.2 FOR WALLREINFORCING INFORMATIONNOT SHOWN FOR CLARITY2X6 JOISTS AT 16" O.C.(SEE PLAN)1/2" DIA. X 12" ANCHOR BOLTS AT 4'-0" O.C.AND 6" FROM CORNERS AND OPENINGSON 2X6 SILL THROUGH SUBFLOOR ANDP.T. 2X6 PLATETYPICAL EXTERIORSHEATHINGP.T. 2X6 PLATE2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)P.T. 2X6 SILL PLATE. FASTEN TOCONCRETE WITH 0.145" DIA. HILTIX-CP PAF'S (OR EQUAL) AT 16" O.C.AT MIN. 3" FROM EDGE OF CONCRETETYPICAL SUBFLOOR,SEE FRAMING PLANSSEE DETAIL 1/S.2 FORFOUNDATION WALLCONSTRUCTION#4 BENT BARSAT 12" O.C.TYPICAL 6" EXTERIORSLAB (SEE PLAN)(2) CONTINUOUS#5 BARSPROVIDE FREE-DRAININGSTRUCTURAL FILL BELOWEXTERIOR SLABS ON GRADE TOA MINIMUM DEPTH OF 4' BELOWADJACENT FINISH GRADEP.T. 2X6 SILL PLATE. FASTEN TOCONCRETE WITH 0.145" DIA. HILTIX-CP PAF'S (OR EQUAL) AT 16" O.C.AT MIN. 3" FROM EDGE OF CONCRETETYPICAL SUBFLOOR,SEE FRAMING PLANSSEE DETAIL 1/S.2 FORFOUNDATION WALLCONSTRUCTIONWOOD FLOOR TRUSS(SEE PLAN)SEE DETAIL 1/S.2 FORFOUNDATION WALLCONSTRUCTIONGYPSUM UNDERLAYMENT(TYPICAL) - SEE ARCH. DWGS.REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCS.2FOUNDATION DETAILS
EQUALSEESCHEDULESEE FOOTING SCHEDULEEQUAL1'-0"S.351'-0"MIN.8"VARIESINTERIOR FOOTING DETAILScale: 3/4" = 1'18184S.3Scale: 3/4" = 1'FOUNDATION WALL DETAIL AT O.H. DOOR3'-0"1'-0"1'-0"1'-0"S.3FOUNDATION WALL DETAILScale: 3/4" = 1'2GRID3"3"T.O. SLABSEE PLANT.O. FTGEL. 87'-1"T.O. CONC. FILLEL. 88'-1"T.O. SLAB EDGEEL. 88'-10"T.O. WALLEL. 90'-2"T.O. SLABEL. 88'-11"Scale: 3/4" = 1'FOUNDATION WALL DETAIL1S.3T.O. WALLSEE PLAN3'-0"1'-0"1'-0"1'-0"1'-0"VARIES (SEE PLAN)T.O. SLABEL. 88'-11"12483"4'-0" MINIMUM FROST PROTECTIONT.O. FTGSEE PLANT.O. FTGEL. 85'-5"1'-0"4'-9"4'-0" MINIMUM FROST PROTECTION346EQUALEQUALSEE FOOTING SCHEDULE3"814PIER DETAILS.3 Scale: 3/4" = 1'3T.O. PIEREL. 90'-2"T.O. SLABEL. 88'-11"GRIDT.O. FTGEL. 85'-5"38101'-0"4'-9"4'-0" MINIMUM FROST PROTECTION3'-0"1'-0"1'-0"1'-0"3"T.O. SLABEL. 88'-11"1'-0"2'-10"346T.O. FTGEL. 85'-5"T.O. WALLEL. 88'-3"8"GRIDEQUALSEESCHEDULESEE FOOTING SCHEDULEEQUAL4'-2"S.36VARIESPIER DETAILScale: 3/4" = 1'3"T.O. FTGEL. 83'-11"14143810T.O. SLABSEE PLANT.O. PIEREL. 88'-1"S.37AREAWAY DETAILScale: 3/4" = 1'2"2"T.O. SHEATHINGEL. 99'-1114"T.O. WALLEL. 99'-9"1'-0"VARIES (SEE PLAN)T.O. SLABEL. 88'-11"T.O. FTGEL. 88'-6"12486'-0"2'-0"1'-0"1'-0"3"1'-0"1'-0"2"T.O. WALLSEE PLAN5'-0" X 5'-0" LOUVER OPENINGNOTE: LOUVER OPENING SIZE TO BECOORDINATED WITH MECHANICALDESIGN. ANY DEVIATION SHALL BEBROUGHT TO THE ATTENTION OF THEARCHITECT FOR RESOLUTION.BASE PLATE (SEE PLAN) ON 1/4"LEVELING PLATE ON 3/4" GROUTHSS COLUMN (SEE PLAN)CONCRETE SLAB (SEE PLAN)SEE FOOTING SCHEDULEFOR REINFORCINGTYPICAL SLAB SUBGRADE (SEE PLAN)TYPICAL FOOTINGSUBGRADETYPICAL 6" EXTERIORSLAB (SEE PLAN)CAST 24" X 24" CONCRETE CONCRETEFILL FOR COLUMN PROTECTION BELOWGRADE WITH VAPOR BARRIER OVERNOTE: G.C. SHALL COORDINATEAND VERIFY FOOTING DEPTHWITH PLUMBING SYSTEMREQUIREMENTS(2) CONTINUOUS #5 BARSAT MID-DEPTH#4 BENT BARSAT 24" O.C.SEE BASE PLATE DETAILFOR ANCHOR BOLTSMOISTURE VAPOR RETARDERRUN SLAB TIGHT TO COLUMN ANDSAW CUT FROM (4) DIRECTIONS ASCLOSE TO COLUMN AS POSSIBLEPROVIDE CONCRETE COLUMN SURROUNDAT GARAGE COLUMNS SUBJECT TOVEHICLE IMPACT - SEE ARCH. DWGS FORLOCATIONS AND REQUIREMENTSCONCRETE SLAB (SEE PLAN)1" ISOLATION JOINTTYPICAL FOOTINGSUBGRADERIGID INSULATION,(SEE ARCH. DWGS)(2) CONTINUOUS #5 BARSAT TOP & BOTTOM OF WALL1/2" ISOLATION JOINTMOISTURE VAPOR RETARDERTYPICAL SLAB SUBGRADE(SEE PLAN)CONCRETE SLAB (SEE PLAN)TYPICAL EXTERIORSHEATHING2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)1/2" DIA. X 12" ANCHOR BOLTS AT4'-0" O.C. AND 6" FROM CORNERSAND OPENINGS ON P.T. 2X6 SILLTYPICAL FOOTINGSUBGRADERIGID INSULATION(SEE ARCH. DWGS)PERIMETER DRAINSTO DAYLIGHT1/2" ISOLATION JOINTCONCRETE SLAB (SEE PLAN)(3) CONTINUOUS #5 BARSAT MID-DEPTH#6 DOWELS AT 12" O.C.CENTERED IN WALL#6 VERTICAL BARS AT 12" O.C.CENTERED IN WALL#5 HORIZONTAL BARSAT 12" O.C.RIGID INSULATION,(SEE ARCH. DWGS)MOISTURE VAPOR RETARDERTYPICAL SLAB SUBGRADE(SEE PLAN)PERIMETER DRAINSTO DAYLIGHT(3) CONTINUOUS #5 BARSAT MID-DEPTH#4 DOWELS @ 48" O.C.TYPICAL EXTERIORSHEATHING2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)1/2" DIA. X 12" ANCHOR BOLTS AT4'-0" O.C. AND 6" FROM CORNERSAND OPENINGS ON P.T. 2X6 SILL#5 VERTICAL BARS AT EACHCORNER OF PIERTYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDER1/2" ISOLATION JOINTCONCRETE SLAB (SEE PLAN)TYPICAL FOOTINGSUBGRADESEE FOOTING SCHEDULEFOR REINFORCING#3 CLOSED TIES AT 12" O.C. -DOUBLE AT TOPBASE PLATE (SEE PLAN) ON 1/4"LEVELING PLATE ON 3/4" GROUTSEE BASE PLATE DETAILFOR ANCHOR BOLTSHSS COLUMN (SEE PLAN)RIGID INSULATION,(SEE ARCH. DWGS)#5 DOWELS AT EACHCORNER OF PIERPERIMETER DRAINSTO DAYLIGHTTYPICAL FOOTINGSUBGRADERIGID INSULATION,(SEE ARCH. DWGS)(2) CONTINUOUS #5 BARSAT TOP & BOTTOM OF WALLMOISTURE VAPOR RETARDERTYPICAL SLAB SUBGRADE(SEE PLAN)PERIMETER DRAINSTO DAYLIGHT(3) CONTINUOUS #5 BARSAT MID-DEPTH#4 DOWELS @ 48" O.C.BASE PLATE (SEE PLAN) ON 1/4"LEVELING PLATE ON 3/4" GROUTHSS COLUMN (SEE PLAN)CONCRETE SLAB (SEE PLAN)SEE FOOTING SCHEDULEFOR REINFORCINGTYPICAL FOOTINGSUBGRADESEE BASE PLATE DETAILFOR ANCHOR BOLTSRUN SLAB TIGHT TO COLUMN ANDSAW CUT FROM (4) DIRECTIONS ASCLOSE TO COLUMN AS POSSIBLEPROVIDE CONCRETE COLUMN SURROUNDAT GARAGE COLUMNS SUBJECT TOVEHICLE IMPACT - SEE ARCH. DWGS FORLOCATIONS AND REQUIREMENTS#3 CLOSED TIES AT 12" O.C. -DOUBLE AT TOP#5 DOWELS AT EACHCORNER OF PIERTYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDERCONTINUOUS GALVANIZED L3X3X3/8 BELOWSTEEL GRATE. FASTEN TO CONCRETE WITH1/2" DIA. TITEN HD ANCHORS AT 24" O.C. WITH4" MIN. EMBEDMENTGALVANIZEDSTEEL GRATE(2) 4" PERFORATED PVC DRAIN PIPESCONNECTED TO FOOTING DRAINTYPICAL FOOTINGSUBGRADE2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)1/2" DIA. X 12" ANCHOR BOLTS AT 4'-0" O.C.AND 6" FROM CORNERS AND OPENINGSON 2X6 SILL THROUGH SUBFLOOR ANDP.T. 2X6 PLATETYPICAL EXTERIORSHEATHINGWOOD FLOOR TRUSS(SEE PLAN)P.T. 2X6 PLATEP.T. 2X6 SILL PLATE. FASTEN TOCONCRETE WITH 0.145" DIA. HILTIX-CP PAF'S (OR EQUAL) AT 16" O.C.AT MIN. 3" FROM EDGE OF CONCRETETYPICAL SUBFLOOR,SEE FRAMING PLANSPERIMETER DRAINSTO DAYLIGHTTYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDER1/2" ISOLATION JOINTCONCRETE SLAB (SEE PLAN)#6 DOWELS AT 12" O.C.CENTERED IN WALL#6 VERTICAL BARS AT 12" O.C.CENTERED IN WALL#5 HORIZONTAL BARSAT 12" O.C.#5 BARS AT 12" O.C.EACH WAY#3 CLOSED TIES AT 12" O.C.AT CONCRETE HEADER(2) 7'-0" LONG #5 BARS AT TOPAND BOTTOM OF CONCRETEHEADER - EXTEND BARS 12"BEYOND EACH SIDE OF OPENINGCONTINUE FOUNDATIONWALL REINFORCEMENTTHRU - SEE DETAIL 1/S1.1CLEAN STONE OVER RIGIDINSULATION (SEE ARCH. DWGS)REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCS.3FOUNDATION DETAILS
FOUNDATION WALL DETAILS.4 Scale: 3/4" = 1'1FOUNDATION WALL DETAILS.4 Scale: 3/4" = 1'26'-0"1'-6"1'-0"3'-6"10382"12482"1'-2"10'-9"3"6'-0"1'-6"1'-0"3'-6"1'-2"11'-2"103812483"8"8'-6"1'-6"1'-4"5'-8"10382"16562"1'-4"14'-11"3"FOUNDATION WALL DETAILS.4 Scale: 3/4" = 1'34'-0" MINIMUM FROST PROTECTION11"5"T.O. SLABEL. 100'-0"T.O. WALLEL. 99'-4"T.O. FTGEL. 88'-7"T.O. SLABEL. 88'-11"T.O. WALLEL. 99'-9"T.O. SLABEL. 88'-11"T.O. FTGEL. 88'-7"T.O. SHEATHINGEL. 99'-1114"T.O. SHEATHINGEL. 99'-1114"T.O. WALLEL. 99'-1012"T.O. SLABEL. 100'-0"T.O. SHELFEL. 99'-612"1'-0"6"SEPARATE FOUNDATION CONSTRUCTION DETAILS.4 Scale: 3/4" = 1'5T.O. WALLSEE PLANT.O. WALLSEE PLANT.O. FTGSEE PLAN8"1'-6"MIN.1818T.O. SLAB EDGEEL. 99'-11"T.O. SHEATHINGEL. 99'-1114"T.O. WALLEL. 99'-9"T.O. SHELFEL. 99'-4"2X10 JOISTENTRY SLAB AND FOUNDATION WALL DETAILS.4 Scale: 3/4" = 1'45'-0"TEMPORARY GRADE EL. = 95'-0"NOTE: DO NOT BACKFILL BEYONDTEMPORARY GRADE ELEVATION BEFOREBASEMENT SLAB ON GRADE IS CURED2"4'-9"TEMPORARY GRADE EL. = 95'-0"T.O. FTGEL. 84'-1112"NOTE: DO NOT BACKFILL BEYONDTEMPORARY GRADE ELEVATION BEFOREBASEMENT SLAB ON GRADE IS CURED1/2" ISOLATION JOINTCONCRETE SLAB (SEE PLAN)#5 BARS AT 12" O.C.EACH WAY#5 DOWELS AT 36" O.C.AT OUTSIDE FACE2X6 SILL PLATE FASTEN TOCONCRETE WITH 0.145" DIA. HILTIX-CP PAF'S (OR EQUAL) AT 16" O.C.AT MIN. 3" FROM EDGE OF CONCRETE#6 DOWELS AT 12" O.C.AT INSIDE FACE#5 VERTICAL BARS AT 12" O.C.AT INSIDE FACE#5 HORIZONTAL BARSAT 12" O.C.TYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDERRIGID INSULATION(SEE ARCH. DWGS)TYPICAL FOOTINGSUBGRADEPERIMETER DRAINSTO DAYLIGHTCONCRETE SLAB (SEE PLAN)TYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDERCONTINUOUS 2X6 RIBBON BOARD.FASTEN TO EACH TRUSS WITH (3)10d NAILS2X6 BEARING WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)CONTINUOUS (2) 2X6 TOP PLATE2X6 EXTERIOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATEGYPSUM UNDERLAYMENT(TYP.) - SEE ARCH. DWGSWOOD FLOOR TRUSS (SEE PLAN)TYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDERTYPICAL FOOTINGSUBGRADEPERIMETER DRAINSTO DAYLIGHT2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)1/2" DIA. X 12" ANCHOR BOLTS AT 4'-0" O.C.AND 6" FROM CORNERS AND OPENINGSON 2X6 SILL THROUGH SUBFLOOR ANDP.T. 2X6 PLATETYPICAL EXTERIORSHEATHINGWOOD FLOOR TRUSS(SEE PLAN)P.T. 2X6 PLATEP.T. 2X6 SILL PLATE. FASTEN TOCONCRETE WITH 0.145" DIA. HILTIX-CP PAF'S (OR EQUAL) AT 16" O.C.AT MIN. 3" FROM EDGE OF CONCRETETYPICAL SUBFLOOR,SEE FRAMING PLANS1/2" ISOLATION JOINTCONCRETE SLAB (SEE PLAN)#5 DOWELS AT 36" O.C.AT INSIDE FACE#6 DOWELS AT 12" O.C.AT OUTSIDE FACE#5 BARS AT 12" O.C.EACH WAY#5 LONGITUDINAL BARS AT 12" O.C.#5 DOWELS AT 12" O.C.AT OUTSIDE FACE#8 DOWELS AT 12" O.C.AT INSIDE FACE#6 VERTICAL BARS AT 12" O.C.AT INSIDE FACE#5 HORIZONTAL BARSAT 12" O.C.RIGID INSULATION(SEE ARCH. DWGS)TYPICAL FOOTINGSUBGRADE2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)P.T. 2X8 RIPPED TO 7" WIDECONCRETE SLAB (SEE PLAN)1/2" DIA. X 12" ANCHOR BOLTS AT4'-0" O.C. AND 6" FROM CORNERSAND OPENINGS ON P.T. 2X6 SILLTYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDERTYPICAL EXTERIORSHEATHINGSEE FOUNDATION PLANFOR PERPENDICULARWALL CONSTRUCTION#5 BARS X 18" LONG AT 12" O.C.(3 BARS MINIMUM). DRILL ANDEPOXY WITH HILTI HIT-HY200AND 6" EMBEDMENT. LOCATEBARS AT CENTERLINE OFSHORTER FOUNDATION WALLSEE DETAIL 1/S.1 FOR TYPICALMECHANICAL CLOSET FROST WALLAND FOOTING CONSTRUCTION#4 BENT BARSAT 12" O.C.TYPICAL 6" EXTERIORSLAB (SEE PLAN)(2) CONTINUOUS#5 BARSPROVIDE FREE-DRAININGSTRUCTURAL FILL BELOWEXTERIOR SLABS ON GRADE TOA MINIMUM DEPTH OF 4' BELOWADJACENT FINISH GRADEP.T. 2X6 SILL PLATE. FASTEN TOCONCRETE WITH 0.145" DIA. HILTIX-CP PAF'S (OR EQUAL) AT 16" O.C.AT MIN. 3" FROM EDGE OF CONCRETETYPICAL SUBFLOOR,SEE FRAMING PLANSSEE DETAIL 2/S.4 FORFOUNDATION WALLCONSTRUCTIONCONTINUOUS (2) 2X4 TOP PLATE2X4 BEARING WALL - STUDSAT 24" O.C. (SEE PLAN)2X10 RIM BOARD#6 TRANSVERSE BARS AT 12" O.C.PERIMETER DRAINSTO DAYLIGHT#5 VERTICAL BARS AT 12" O.C.AT INSIDE FACE#5 HORIZONTAL BARSAT 12" O.C.RIGID INSULATION(SEE ARCH. DWGS)P.T. 2X6 JOISTBALCONY RAILING ANDATTACHMENT TO STRUCTURE BYOTHERS - MANUFACTURER MUSTPROVIDE STAMPED DRAWINGSAND STAMPED CALCULATIONSDETAIL AT BALCONYS.4 Scale: 3/4" = 1'6DECKING - SEE ARCHSIMPSON LU26Z HANGEREACH END. FASTENWITH HDG NAILS(3) P.T. 2X8 BEAM(SEE PLAN)P.T. 2X6 LEDGER. FASTEN TOCONCRETE THROUGH SHEATHINGWITH 1/2" DIA. TITEN HD ANCHORSWITH MIN. 6" EMBEDMENT, AT 24" O.C.(MIN. 5 ANCHORS PER LEDGER)SEE DETAIL 3/S.4 FOR SLABON GRADE AND WALLFRAMING INFORMATIONNOT SHOWN FOR CLARITYSEE DETAIL 3/S.4 FOR WALLREINFORCING INFORMATIONNOT SHOWN FOR CLARITYREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCS.4FOUNDATION DETAILS
1'-0"4'-0"2'-4"8"1'-0"7'-1012"2"3"5"1248FOUNDATION WALL DETAILS.5 Scale: 3/4" = 1'22'-0" LAP24"NOTE:CONSTRUCTION JOINT DOESNOT EXTEND THRU FOOTING24"MAXIMUM SPACING OF CONTROLJOINTS IN CONTINUOUS WALLSIS 40'-0" ON CENTERFIRST POURSECOND POURLAP 1'-4" MIN.T(MIN.)NOTE: T = FOOTING THICKNESS H = STEP HEIGHT (MAX. 24")TYPICAL SLAB CONTROL JOINT DETAILScale: Not to Scale11TYPICAL WALL CONTROL JOINT DETAILScale: Not to Scale12TYPICAL WALL CONSTRUCTION JOINT DETAILScale: Not to Scale13Scale: Not to Scale14TYPICAL CORNERREINFORCEMENT AT WALL DETAILTYPICAL FOOTING STEP DETAILScale: Not to Scale152H(MIN.)HT4'-0" MINIMUM FROST PROTECTIONT.O. PIERSEE PLAN3"4'-0"1'-0"1'-0"2'-0"2"10381'-0"VARIES(SEE PLAN)4'-0" MINIMUM FROST PROTECTION7"5"FOUNDATION WALL DETAILS.5 Scale: 3/4" = 1'1T.O. FTGSEE PLANT.O. WALLEL. 99'-1012"T.O. SLABEL. 100'-0"T.O. SHELFEL. 99'-612"T.O. WALLEL. 99'-1012"T.O. SLABEL. 100'-0"T.O. SHELFEL. 99'-612"T.O. FTGEL. 92'-0"953P1 - PIER WALL DETAILS.5 Scale: 3/4" = 1'3T.O. PIERSEE PLAN931P2 - PIER WALL DETAILS.5 Scale: 3/4" = 1'4T.O. PIEREL. 98'-5"935P3 - PIER WALL DETAILS.5 Scale: 3/4" = 1'51'-6"1'-6"1414T.O. PIEREL. 88'-3"4"9"9"9"9"1'-6"914"834"1'-4"834"914"1414T.O. PIEREL. 88'-3"T.O. WALLEL. 88'-11"P6 - PIER WALL DETAILS.5 Scale: 3/4" = 1'8P5 - PIER WALL DETAILS.5 Scale: 3/4" = 1'71'-0"5"7"9"814T.O. PIEREL. 90'-2"T.O. WALLEL. 90'-2"T.O. WALLEL. 88'-3"P4 - PIER WALL DETAILS.5 Scale: 3/4" = 1'6S.5S.5S.5S.5S.58"2"8"2"T.O. SHELFEL. 88'-3"TYPICAL FOOTINGSUBGRADE#5 BARS AT 12" O.C.EACH WAYRIGID INSULATION(SEE ARCH. DWGS)#6 DOWELS AT 12" O.C.CENTERED IN WALL#5 VERTICAL BARS AT 12" O.C.CENTERED IN WALL#5 HORIZONTAL BARSAT 12" O.C.SAWCUT 1/4 DEPTHOF SLABCONCRETE SLAB ON GRADE WITHWELDED WIRE MESH OR FIBERREINFORCING - SEE PLANLONGITUDINAL REINFORCEMENT1" CHAMFER ON EACH FACE3/4" CHAMFER ON OUTSIDE2X4 KEYWAY TO TOP OF FOOTINGTYP. REINFORCEMENT(CONTINUES THRU JOINT)#5 CORNER BARSMATCH FOOTINGREINFORCING2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)P.T. 2X8 RIPPED TO 7" WIDECONCRETE SLAB (SEE PLAN)1/2" DIA. X 12" ANCHOR BOLTS AT4'-0" O.C. AND 6" FROM CORNERSAND OPENINGS ON P.T. 2X6 SILLTYPICAL EXTERIORSHEATHINGTYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDER#5 BARS AT 12" O.C.EACH WAY#5 DOWELS AT 12" O.C.CENTERED IN WALL#5 VERTICAL BARS AT 12" O.C.CENTERED IN WALL#5 HORIZONTAL BARSAT 12" O.C.RIGID INSULATION(SEE ARCH. DWGS)TYPICAL FOOTINGSUBGRADE2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)P.T. 2X8 RIPPED TO 7" WIDECONCRETE SLAB (SEE PLAN)1/2" DIA. X 12" ANCHOR BOLTS AT4'-0" O.C. AND 6" FROM CORNERSAND OPENINGS ON P.T. 2X6 SILLTYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDERTYPICAL EXTERIORSHEATHINGPERIMETER DRAINSTO DAYLIGHT(4) #5 DOWELS ATPIER CORNERSP.T. 6X6 POST - NOTCENTERED ON PIER(4) #5 DOWELS ATPIER CORNERSP.T. 6X6 POST - NOTCENTERED ON PIER(4) #5 DOWELS ATPIER CORNERSP.T. 6X6 POST -CENTERED ON PIER#3 CLOSED TIES AT 12" O.C.,DOUBLE AT TOP(4) #5 DOWELS AT PIERCORNERS#3 CLOSED TIES AT 12" O.C.,DOUBLE AT TOP(4) #5 DOWELS AT PIERCORNERS#3 CLOSED TIES AT 12" O.C.,DOUBLE AT TOP(4) #5 DOWELS AT PIERCORNERS34" DIA. HEADED F1554GRADE 36 ANCHOR ROD4"PROJECTIONAB1: STD ANCHOR BOLTS1'-0"3/4" THICK BASE PLATEHSS6X6 COLUMN(SEE PLAN)BP-1: 1116" DIA. HOLES FOR34" STD ANCHOR BOLTS6"1'-0"6"BP-19"112"112"6"Scale: 1-1/2" = 1'1'-0"6"BASE PLATE DETAILS.59S.5ANCHOR BOLT DETAILScale: 1-1/2" = 1'10BP-26"1'-0"6"9"112"112"4"8"4"2"3"3"HSS6X6 COLUMN(SEE PLAN)BP-2: 1116" DIA. HOLES FOR34" STD ANCHOR BOLTS3/4" THICK BASE PLATEREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCS.5FOUNDATION DETAILS
SEE ARCH.DWGSSEE DETAIL "1/S.8" FORTYPICAL STAIR DETAILS2X6 JOISTNOTE: IF WALLS ARE PANELIZED,SHEATHING STRIP MUST BE INSTALLEDBETWEEN FLOORS AND MUST RUN TOMIDDLE OF TOP AND BOTTOM PLATESTO BE PROPERLY FASTENEDOPTION 1 FOR 5/S.62X6 JOISTNOTES:- DETAILS SHOWN ARE STRUCTURAL ANDDO NOT SHOW ADDITIONAL BLOCKINGTHAT MAY BE REQUIRED BY ARCHITECT.REFER TO ARCHITECTURAL SECTIONS FORADDITIONAL INFORMATION.- G.C. TO COORDINATE MEP- LIMITED TERMINATION OF THE CONT. 2X6IS ACCEPTABLE TO ALLOW FOR VERTICALPIPE CHASES. CHASES CANNOT OCCUR ATJOIST. SUPPORT 2X6 EACH SIDE IF CUT.OPTION 2 FOR 5/S.62X6 JOISTOPTION 1 FOR 6/S.62X6 JOISTNOTES:- DETAILS SHOWN ARE STRUCTURAL ANDDO NOT SHOW ADDITIONAL BLOCKINGTHAT MAY BE REQUIRED BY ARCHITECT.REFER TO ARCHITECTURAL SECTIONS FORADDITIONAL INFORMATION.- G.C. TO COORDINATE MEP- LIMITED TERMINATION OF THE CONT. 2X6IS ACCEPTABLE TO ALLOW FOR VERTICALPIPE CHASES. CHASES CANNOT OCCUR ATJOIST. SUPPORT 2X6 EACH SIDE IF CUT.OPTION 2 FOR 6/S.62X10 JOISTSTAIRWELLCORRIDOR2X6 JOIST8"NOTE: SEE ARCH. DWGS FORSHEATHING REQUIREMENTSDETAIL AT EXTERIOR WALLS.6 Scale: 3/4" = 1'1DETAIL AT WINDOWS.6 Scale: 3/4" = 1'2DETAIL AT EXTERIOR WALLS.6 Scale: 3/4" = 1'3DETAIL AT WINDOWS.6 Scale: 3/4" = 1'4DETAIL AT CORRIDOR WALLS.6 Scale: 3/4" = 1'5DETAIL AT CORRIDOR HEADERS.6 Scale: 3/4" = 1'6DETAIL AT INTERIOR BEARING WALLS.6 Scale: 3/4" = 1'7DETAIL AT STAIRWELLS.6 Scale: 3/4" = 1'8DETAIL AT STAIRWELLS.6 Scale: 3/4" = 1'9NOTE: SEE ARCH. DWGS FORSHEATHING REQUIREMENTSDETAIL AT STAIRWELLS.6 Scale: 3/4" = 1'10NOTE: SEE ARCH. DWGS FORSHEATHING REQUIREMENTSNOTE: LANDING BEAMS MUST POCKETINTO WALL. TOOTH GYP. BOARDAROUND THESE "STRUCTURALJOINTS" AND SEAL TIGHT.NOTE: LANDING BEAMS MUST POCKETINTO WALL. TOOTH GYP. BOARDAROUND THESE "STRUCTURALJOINTS" AND SEAL TIGHT.SEE ARCH. DWGSDETAIL AT WINDOWS.6 Scale: 3/4" = 1'2ATYPICAL EXTERIORSHEATHING2X6 EXTERIOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATEGYPSUM UNDERLAYMENT(TYPICAL) - SEE ARCH. DWGS.CONTINUOUS 2X6 RIBBONBOARD. FASTEN TO EACHTRUSS WITH (3) 10d NAILSCHANGE SHEATHINGDIRECTION HERETOP CHORD BEARINGWOOD FLOOR TRUSS ATSTAIRWELL (SEE PLAN)CHANGE SHEATHINGDIRECTION HEREINSTALL BLOCKING BETWEENTRUSS TOP CHORDS2X4 CLEAT APPLIED OVER GYP. WALLSHEATHING (SEE ARCH. DWGS)2X10 STAIR LANDING JOIST(SEE PLAN) - HOLD BACK TOALLOW GYP. BOARD TOPASS BEHINDWOOD FLOOR TRUSS(SEE PLAN)SHEAR WALL SHEATHING BOTH SIDES.SEE SHEAR WALL SCHEDULE FORDESCRIPTION AND FASTENINGCONTINUOUS (2) 2X6 TOP PLATECONTINUOUS (2) 2X6TOP PLATEWOOD FLOOR TRUSS(SEE PLAN)STAIR LANDING BEAM(SEE PLAN)WOOD FLOOR TRUSS(SEE PLAN)FASTEN STAIR STRINGER TO 2X4STAIR WALL, THROUGH BLOCKING,WITH (1) 1/4" DIA. X 6" SDS SCREWAT EACH STUD WALL SHEATHING TIGHTTO FLOOR AND TOOTHEDAROUND BEAMCONTINUOUS (2)2X6 TOP PLATE2X10 LANDING JOISTS WITHSIMPSON LU28 FACE MOUNTHANGERS EACH ENDSOLID WOOD BLOCKING ASREQUIRED - SEE ARCH. DWGSFOR OPENING SIZESBLOCK ALL SHEATHINGJOINTS (TYP.)RIGID INSULATION(SEE ARCH. DWGS)SHEATHING MUST BECONTINUOUS OVER THIS AREAOF HORIZONTAL JOINTS (TYP.)CONTINUOUS 2X6 RIBBON BOARD.FASTEN TO EACH TRUSS WITH (3)10d NAILS. FASTEN SHEATHINGABOVE AND BELOW TO RIBBONFIRE BLOCKING2X6 EXTERIOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)PROVIDE CONTINUITY POSTSWITHIN FLOOR PLENUM AT ALLPOST AND JAMB LOCATIONS ANDAT SHEAR WALL INTERSECTION(SEE DETAIL "4/S.8")2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)CONTINUOUS (2) 2X6 TOP PLATE2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)2X4 CLEATHEADER (SEE PLAN)WOOD FLOOR TRUSS(SEE PLAN)2X6 PLATE OVER HEADERCONTINUOUS (2) 2X6 TOP PLATECONTINUOUS 2X6RIBBON BOARD BELOW2X6 JOIST BEARING2X6 LET-INSIMPSON LU26 FACEMOUNT HANGER2X6 LEDGER. FASTEN TO EACHTRUSS WITH (3) 16d NAILSHEADER (SEE PLAN)HEADER (SEE PLAN)FIRE BLOCKINGRIGID INSULATION(SEE ARCH. DWGS)2X4 CLEATWOOD FLOOR TRUSS (SEE PLAN)CONTINUOUS (2) 2X6 TOP PLATE2X6 BEARING WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)CONTINUOUS 2X6 RIBBON BOARD.FASTEN TO EACH TRUSS WITH (3)10d NAILS. FASTEN SHEATHINGABOVE AND BELOW TO RIBBONSHEATHING MUST BECONTINUOUS OVER THIS AREAOF HORIZONTAL JOINTS (TYP.)TYPICAL EXTERIORSHEATHING2X6 EXTERIOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATEWOOD FLOOR TRUSS (SEE PLAN)TYPICAL EXTERIORSHEATHINGTYPICAL EXTERIORSHEATHING2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATE2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATECONTINUOUS (2) 2X6 TOP PLATE2X6 CORRIDOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATE2X6 CORRIDOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATEPROVIDE CONTINUITY POSTSWITHIN FLOOR PLENUM AT ALLPOST AND JAMB LOCATIONS ANDAT SHEAR WALL INTERSECTION(SEE DETAIL "4/S.8")WOOD FLOOR TRUSS (SEE PLAN)CONTINUOUS (2) 2X6 TOP PLATE2X6 CORRIDOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)PROVIDE CONTINUITY POSTSWITHIN FLOOR PLENUM AT ALLPOST AND JAMB LOCATIONS ANDAT SHEAR WALL INTERSECTION(SEE DETAIL "4/S.8")WOOD FLOOR TRUSS (SEE PLAN)CONTINUOUS (2) 2X6 TOP PLATE2X6 CORRIDOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)CONTINUOUS 2X6RIBBON BOARD BELOW2X6 JOIST BEARING2X6 LET-IN2X6 LEDGER. FASTEN TO EACHTRUSS WITH (3) 16d NAILS2X6 CORRIDOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATE2X6 CORRIDOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATEWOOD FLOOR TRUSS (SEE PLAN)CONTINUOUS (2) 2X6 TOP PLATEWOOD FLOOR TRUSS (SEE PLAN)HEADER (SEE PLAN)CONTINUOUS (2) 2X6 TOP PLATE2X6 BEARING WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATECONTINUOUS (2) 2X6 TOP PLATESTAIR LANDING BEAM(SEE PLAN) - HOLD BACK TOALLOW GYP. BOARD TOPASS BEHINDSIMPSON LU28 FACEMOUNT HANGER2X6 BEARING WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATE - SEE SHEARWALL SCHEDULE FOR FASTENINGREQUIREMENTSPROVIDE CONTINUITY POSTSWITHIN FLOOR PLENUM AT ALLPOST AND JAMB LOCATIONS ANDAT SHEAR WALL INTERSECTION(SEE DETAIL "4/S.8")WOOD FLOOR TRUSS (SEE PLAN)2X6 BEARING WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)2X6 BLOCKING BETWEENCORRIDOR JOISTS, EACH FACE2X6 CORRIDOR WALL - STUDSAT 24" O.C. (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATE2X6 CORRIDOR WALL - STUDSAT 24" O.C. (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANS2X6 WALL - STUDS AT24" O.C. (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATE - SEE SHEARWALL SCHEDULE FOR FASTENINGREQUIREMENTS2X6 WALL - STUDS AT24" O.C. (SEE PLAN)2X4 STAIR WALL(SEE ARCH. DWGS)2X4 BLOCKING BETWEENSTRINGER AND WALLSHEAR WALL SHEATHING BOTH SIDES.SEE SHEAR WALL SCHEDULE FORDESCRIPTION AND FASTENINGSOLID WOOD BLOCKING ASREQUIRED - SEE ARCH. DWGSFOR OPENING SIZESSIMPSON LU26 FACEMOUNT HANGERTOOTH GWBAROUND TRUSSBEARINGTOP CHORD BEARING WOODFLOOR TRUSS (SEE PLAN)CONTINUOUS (2)2X6 TOP PLATEINSTALL BLOCKING BETWEENTRUSS TOP CHORDSSEE DETAIL "2/S.11" FOR APPLIEDEAVE FRAMING INFORMATIONNOT SHOWN FOR CLARITYSOLID WOOD BLOCKING ASREQUIRED - SEE ARCH. DWGSFOR OPENING SIZESHEADER(SEE PLAN)2X6 PLATEOVER HEADER2X6 EXTERIOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATETYPICAL EXTERIORSHEATHINGREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCS.6FLOOR FRAMING DETAILS
G.C. COORDINATE BLOCKINGREQUIREMENTS IN WALLSFOR ELEVATOR (TYPICAL)DETAIL AT ELEVATOR WALLS.7 Scale: 3/4" = 1'1DETAIL AT ELEVATOR WALLS.7 Scale: 3/4" = 1'2NOTE: SEE ARCH. DWGS FORSHEATHING REQUIREMENTSNOTE: WALLS BUILT TIGHT TOUNDERSIDE OF FLOOR SHEATHINGINTERIOR SHEAR WALL DETAILS.7 Scale: 3/4" = 1'3TYPICAL AT ALL SHEAR WALL ENDSNOTE: IF WALLS ARE PANELIZED, REFERTO DETAIL "5/S.8" FOR SHEAR WALL ENDCONNECTION AND DETAIL "6/S.8" FORSHEAR WALL SPLICE CONNECTIONSHEAR WALL END CONNECTIONS.7 Scale: 3/4" = 1'4P.T. 2X6 JOISTBALCONY RAILING ANDATTACHMENT TO STRUCTURE BYOTHERS - MANUFACTURER MUSTPROVIDE STAMPED DRAWINGSAND STAMPED CALCULATIONSDETAIL AT BALCONYS.7 Scale: 3/4" = 1'5G.C. COORDINATE BLOCKINGREQUIREMENTS IN WALLSFOR ELEVATOR (TYPICAL)DETAIL AT FLOOR BEAMS.7 Scale: 3/4" = 1'8DETAIL AT BALCONY BEAM END CONNECTIONS.7 Scale: 3/4" = 1'7aNOTE: CANTILEVERED LVL BEAM MAY BE P.T.DEPENDING ON LOCATION, AND MAY ALSOVARY IN WIDTH. SEE FRAMING PLAN FOR LVLBEAM SIZE REQUIRED AT EACH LOCATIONDETAIL AT STEEL BEAMScale: 3/4" = 1'T.O. SHEATHINGEL. 99'-1114"T.O. STEELEL. 99'-6"DETAIL AT STEEL BEAMScale: 3/4" = 1'P.T. 2X6 JOISTBALCONY RAILING ANDATTACHMENT TO STRUCTURE BYOTHERS - MANUFACTURER MUSTPROVIDE STAMPED DRAWINGSAND STAMPED CALCULATIONSDETAIL AT BUILDING 30 FIRST FLOOR BALCONYS.7 Scale: 3/4" = 1'9912"BALCONY RAILING ANDATTACHMENT TO STRUCTURE BYOTHERS - MANUFACTURER MUSTPROVIDE STAMPED DRAWINGSAND STAMPED CALCULATIONSDETAIL AT BUILDING 30 FIRST FLOOR BALCONY BEAMSS.7 Scale: 3/4" = 1'1012'-0" (SEE PLAN)S.711S.712T.O. SHEATHINGEL. 99'-1114"T.O. STEELEL. 98'-1112"NOTE: TOP OF EXTERIOR BALCONY FRAMING IS1/4" LOWER THAN INTERIOR FLOOR FRAMING.912" DEEP TOP CHORD BEARING AND TOP OFSTEEL ELEVATION ARE REQUIRED SO THATCANTILEVERED 914" LVL BEAMS BEAR ON 2XNAILER OVER STEEL BEAM. SEE DETAIL 10/S.7PLAN VIEWSEE ARCH.DWGSDETAIL AT BALCONY BEAM END CONNECTIONS.7 Scale: 3/4" = 1'7NOTE: CANTILEVERED LVL BEAM MAY BE P.T.DEPENDING ON LOCATION, AND MAY ALSOVARY IN WIDTH. SEE FRAMING PLAN FOR LVLBEAM SIZE REQUIRED AT EACH LOCATIONGRID558"INSTALL BLOCKINGBETWEEN TRUSSTOP CHORDS2X6 ELEVATOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)ELEVATOR SHAFTCONTINUOUS (2)2X6 TOP PLATEELEVATOR SHAFTCONTINUOUS (2)2X6 TOP PLATEWOOD FLOOR TRUSS(SEE PLAN)2X6 ELEVATOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATE2X6 ELEVATOR WALL - STUDSAT 24" O.C. (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATESHEAR WALL SHEATHING. SEE SHEARWALL SCHEDULE FOR DESCRIPTIONAND FASTENING2X6 BOTTOM PLATE - SEESHEAR WALL SCHEDULE FORFASTENING REQUIREMENTSWOOD FLOOR TRUSS(SEE PLAN)SHEAR WALL SHEATHING. SEE SHEARWALL SCHEDULE FOR DESCRIPTIONAND FASTENINGCONTINUOUS (2) 2X6 TOP PLATE2X4 WALL - STUDS AT 24" O.C.STAGGERED (SEE ARCH. DWGS)FIRE BLOCKING NOTCHED AROUNDSTUDS (SEE ARCH. DWGS)2X4 WALL - STUDS AT 24" O.C.STAGGERED (SEE ARCH. DWGS)TYPICAL SUBFLOOR,SEE FRAMING PLANSSHEAR WALL SHEATHING. SEE SHEARWALL SCHEDULE FOR DESCRIPTIONAND FASTENINGSTAGGERED 2X4 STUD SHEAR WALLMIN [20] 12d NAILS, EVENLY SPACEDALONG FULL HEIGHT STUDCORRIDOR OR EXTERIORBEARING WALL2X8 BLOCKING INBEARING WALL12d AT 6" O.C.RIGID INSULATION(SEE ARCH. DWGS)HEADER (SEE PLAN)CONTINUOUS (2) 2X6 TOP PLATETYPICAL EXTERIORSHEATHINGWOOD FLOOR TRUSS (SEE PLAN)DECKING - SEE ARCHSIMPSON LU26Z HANGEREACH END. FASTENWITH HDG NAILS(3) P.T. 2X8 BEAM(SEE PLAN)SEE DETAIL 1/S.6 FORFLOOR AND WALL FRAMINGINFORMATION NOT SHOWNFOR CLARITYSIMPSON ST9 STRAP TIE- SEE DETAIL 6/S.7SOLID WOOD BLOCKING ASREQUIRED - SEE ARCH. DWGSFOR OPENING SIZESP.T. 2X6 LEDGER. FASTEN TO2X6 RIBBON BOARD WITH (2)ROWS OF 1/4" DIA. X 312" SDSSCREWS (HDG) AT 16" O.C.FASTEN 2X6 RIBBON BOARDTO EACH TRUSS WITH (3) 1/4"DIA. X 312" SDS SCREWS ATALL BALCONY LOCATIONSWOOD FLOOR TRUSS(SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCANTILEVERED LVL BEAM WITHFACE MOUNT HANGER (SEE PLAN)(2) 2X10 BLOCKING (SEE PLAN)SIMPSON U210-2 FACEMOUNT HANGER EACH ENDTOP CHORD BEARING WOODFLOOR TRUSS (SEE PLAN)STEEL BEAM (SEE PLAN) WITH RIPPED2X NAILER. FASTEN NAILER WITH (2)ROWS OF 0.157" DIA. PAF'S AT 16" O.C.INSTALL BLOCKING BETWEEN TRUSSTOP CHORDS AT LOCATIONS WHEREBEARING WALL IS PRESENT ABOVESTEEL BEAMTYPICAL SUBFLOOR,SEE FRAMING PLANSGYPSUM UNDERLAYMENT(TYPICAL) - SEE ARCH. DWGS.STEEL BEAM (SEE PLAN) WITH RIPPED2X NAILER. FASTEN NAILER WITH (2)ROWS OF 0.157" DIA. PAF'S AT 16" O.C.WOOD FLOOR TRUSS(SEE PLAN)2X6 BEARING WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATEGYPSUM UNDERLAYMENT(TYPICAL) - SEE ARCH. DWGS.DECKING - SEE ARCHSIMPSON LU26Z HANGEREACH END. FASTENWITH HDG NAILS(3) P.T. 2X8 BEAM(SEE PLAN)(3) P.T. 2X8 BEAM(SEE PLAN)TYPICAL EXTERIORSHEATHING2X6 EXTERIOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATETOP CHORD BEARING WOODFLOOR TRUSS (SEE PLAN)STEEL BEAM (SEE PLAN) WITH RIPPED2X12 NAILER. FASTEN NAILER WITH (2)ROWS OF 0.157" DIA. PAF'S AT 16" O.C.SOLID WOOD BLOCKING ASREQUIRED - SEE ARCH. DWGSDECKING - SEE ARCH(3) P.T. 2X8 BEAM WITH HUC26-3FACE MOUNT HANGER(TYPICAL - SEE PLAN)TYPICAL EXTERIORSHEATHING2X6 EXTERIOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATESTEEL BEAM (SEE PLAN) WITH RIPPED2X NAILER. FASTEN NAILER WITH (2)ROWS OF 0.157" DIA. PAF'S AT 16" O.C.SOLID WOOD BLOCKING ASREQUIRED - SEE ARCH. DWGS914" LVL BEAM (SEE PLAN) - BEAM MAYBE P.T. DEPENDING ON LOCATION,AND MAY ALSO VARY IN WIDTH2X10 BLOCKING BETWEENTRUSSES (SEE PLAN)SIMPSON CONCEALED FLANGEFACE MOUNT HANGER, VARIESAT EACH BEAM (SEE PLAN)12" LONG 2X10 SISTEREDTO FLOOR TRUSS WITHMIN. (6) 12d NAILS(2) 2X10 BLOCKING (SEE PLAN)CANTILEVERED LVL BEAM WITHFACE MOUNT HANGER (SEE PLAN)12" LONG 2X10 SISTERED TO FLOORTRUSS WITH MIN. (6) 12d NAILSSIMPSON U210-2 FACEMOUNT HANGER EACH ENDWOOD FLOOR TRUSS(SEE PLAN)TOOTH GWBAROUND TRUSSBEARINGTOP CHORD BEARINGWOOD FLOOR TRUSS ATELEVATOR (SEE PLAN)WOOD FLOOR TRUSS(SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCANTILEVERED LVL BEAM WITHFACE MOUNT HANGER (SEE PLAN)(2) 2X10 BLOCKING (SEE PLAN)SIMPSON U210-2 FACEMOUNT HANGER EACH END12" LONG 2X10 SISTEREDTO FLOOR TRUSS WITHMIN. (6) 12d NAILSINTUMESCENT PAINTEDSHEATHING (SEE ARCH. DWGS)INTUMESCENT PAINTEDSHEATHING (SEE ARCH. DWGS)NOTE: SEE ARCH. DWGS FORSHEATHING REQUIREMENTSTYPICAL SUBFLOOR,SEE FRAMING PLANSLVL BEAM (SEE PLAN)TOP CHORD BEARING WOODFLOOR TRUSS (SEE PLAN)INSTALL BLOCKING BETWEENTRUSS TOP CHORDSWOOD FLOOR TRUSS(SEE PLAN)SIMPSON ST9 STRAP TIE IN LINE WITH DECKJOISTS. FASTEN TIE TO BACKSIDE OF LEDGERWITH (5) 10d X 112" NAILS BEFORE LEDGER ISINSTALLED. BEND STRAP ACROSS TOP EDGEOF JOISTS AND FASTEN WITH (5) 10d X 112"NAIL BEFORE INSTALLING DECKINGTYPICAL DECK JOIST ANDHANGER ALIGNED WITH STRAP- SEE DETAIL 5/S.7TYPICAL LEDGER- SEE DETAIL 5/S.7NOTE: LOCATE STRAPS AT EACH ENDOF BALCONY AND AT 32" O.C. EVENLYSPACED - STRAPS MUST ALIGN WITHJOISTS. MINIMUM (4) STRAPSREQUIRED AT EACH BALCONYDETAIL AT BALCONYS.7 Scale: 1-1/2" = 1'6REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCS.7FLOOR FRAMING DETAILS
HEADERHEADERNOTE: THIS APPLIES TO ALLOPENINGS AT ALL LEVELS.NOTE: SEE FRAMING PLANS FORBEAM SIZE AND ARCHITECTURALDRAWINGS FOR STRINGER LAYOUT2X10 JOIST(SEE PLAN)3"NOTE: LANDING BEAMS MUST POCKETINTO WALL. TOOTH GYP. BOARDAROUND THESE "STRUCTURALJOINTS" AND SEAL TIGHT.2X10 JOIST(SEE PLAN)TYPICAL STAIR DETAILSS.8 Scale: 3/4" = 1'1SHEAR WALL NAILING ELEVATIONS.8 Scale: 3/4" = 1'4G.C. COORDINATE BLOCKINGREQUIREMENTS IN WALLSFOR ELEVATOR (TYPICAL)DETAIL AT ELEVATOR RAIL POSTS.8 Scale: 3/4" = 1'3NOTE: PROVIDE BLOCKING APPROPRIATE TO THE ELEVATOR RAILBRACKETS TO BE USED. THE BRACKETS WITH TABS ATTACHED TOTHE TOP PLATE REQUIRE A (2) 2X6 POST BENEATH THE PLATE. IFTHE BRACKETS ARE TO BE BOLTED DIRECTLY TO THE WALL, SEE 3B.3A - SECTION3B - PLAN FOR OPTION "B"POST CONTINUITY DETAIL AT OPENINGSS.8 Scale: 3/4" = 1'82"14" FIT UP GAPEXTERIOR WALL PANEL NOTE:EXTERIOR WALL SHEATHING MUST BE LAIDHORIZONTAL USING FULL 8'-0" LONG SHEETSWITH BLOCKING AT PANEL JOINTS.2"14" FIT UP GAPPANELIZED SHEAR WALL END CONNECTIONS.8 Scale: 3/4" = 1'5PANELIZED SHEAR WALL SPLICE CONNECTIONS.8 Scale: 3/4" = 1'6PANELIZED EXTERIOR WALL SPLICE CONNECTIONS.8 Scale: 3/4" = 1'7FLUSH STAIR BEAM DETAILS.8 Scale: 3/4" = 1'2112"GAPNOTE: SHEAR WALL SHEATHING MUST BE LAIDHORIZONTAL USING FULL 8'-0" LONG SHEETSWITH BLOCKING AT PANEL JOINTSGRID1'-0"STEEL BEAM(SEE PLAN)STEEL BEAM(SEE PLAN)T.O. STEELSEE PLANNOTE: PERPENDICULAR BEAM NOTSHOWN FOR CLARITY (SEE PLAN)DETAIL AT BEAM-TO-COLUMN CONNECTIONScale: 3/4" = 1'CONNECTIONS TO BEDESIGNED BY FABRICATORREFER TO BEAM REACTIONTABLE ON SN.0GRID GRIDGRIDGRIDScale: 3/4"=1'-0"TYPICAL STEEL BEAM CONNECTION DETAILSS.89S.8104/S.7NOTE: SHEAR WALL SHEATHING MUST BE LAIDHORIZONTAL USING FULL 8'-0" LONG SHEETSWITH BLOCKING AT PANEL JOINTSNOTE: FASTEN EDGESTRINGERS TO ADJACENTWALLS WITH (2) 1/4" DIA. X 5"SDS SCREW INTO EACH STUDWALL STUDS AND FLOOR TRUSSESALIGN FROM FLOOR TO FLOOR ATALL LEVELS - WHERE ADDITIONALTRUSSES ARE REQUIRED FORPLUMBING COORDINATION PROVIDEADDITIONAL STUDS TO FOUNDATIONROOF TRUSSES ARE NOTREQUIRED TO ALIGN WITHSTUDS BELOWSEE HEADER SCHEDULE FOR JACK/KINGSTUDS REQUIREMENTS AT EACH LEVELOPENINGPROVIDE STUB POSTS, MATCHINGJAMB POSTS, IN FLOOR PLENUMTO INSURE CONTINUITY OF LOADWOOD TRUSS (SEE PLAN)REFER TO "WOOD BEAM ANDHEADER SCHEDULE" FOR MIN.NUMBER OF JACK AND KING STUDSREQUIRED AT OPENING.SIMPSON LRU210 FACEMOUNT HANGER AT TOPSLOPED CONDITIONSDO NOT OVERCUTCORNERS2X12 STRINGERS AT 12" O.C.NOTCH STRINGER WITHSEAT CUT AND FASTENWITH (3) 16d TOE NAILSBEAM (SEE PLAN)SIMPSON LU28 FACEMOUNT HANGER EACHSIDE OF BEAMSIMPSON LU28 FACEMOUNT HANGERLANDING BEAM(SEE PLAN)LANDING BEAM(SEE PLAN)ELEVATOR SHAFTCONTINUOUS (2)2X6 TOP PLATEOPTION "B" -ELEVATOR BRACKETBOLTED TO WALL3BTYPICAL 2X6 STUDRAIL POST AT BRACKETBOLTED TO WALL - POSTSIZE TO COORDINATEDWITH ELEVATOR SHOPDRAWINGSWALL INSERTRAIL BRACKETOPTION "A" -ELEVATOR BRACKETNAILED TO TOP PLATE3APANEL TOP AND BOTTOM PLATES MUST EXTENDBEYOND PANEL END STUDS FOR REMAININGLENGTH OF PANEL (TRIM PLATES IF REQUIRED)- SECOND TOP PLATE TO BE FIELD INSTALLEDPANEL END STUDS MUST BEHELD BACK FROM END OFWALL PANEL AS SHOWNSHEATHING MUST EXTEND BEYOND PANELEND STUD AND LAP FLAT 2X4 STUD. FASTENEDGE OF SHEATHING PER SHEAR WALLSCHEDULE (TRIM SHEATHING IF REQUIRED)FLAT 2X4 PANEL STUD. FASTENTO SHEAR WALL PANEL ENDSTUD WITH 12d NAILS AT 6" O.C.2X6 STUD EXTERIOR WALL PANELEXTERIOR WALL PANEL SHEATHING.SEE SHEAR WALL SCHEDULE FORDESCRIPTION AND FASTENINGSHEAR WALL SHEATHING. SEE SHEARWALL SCHEDULE FOR DESCRIPTIONAND FASTENINGSTAGGERED 2X4 STUD SHEAR WALLSHEATHING MUST EXTEND BEYOND PANELEND STUD AND LAP FLAT 2X4 STUD. FASTENEDGE OF SHEATHING PER SHEAR WALLSCHEDULE (TRIM SHEATHING IF REQUIRED)PANEL TOP AND BOTTOM PLATES MUST EXTENDBEYOND PANEL END STUDS FOR REMAININGLENGTH OF PANEL (TRIM PLATES IF REQUIRED)- SECOND TOP PLATE TO BE FIELD INSTALLEDPANEL END STUDS MUST BEHELD BACK FROM END OFWALL PANEL AS SHOWNFLAT 2X4 PANEL STUD. FASTENTO SHEAR WALL PANEL ENDSTUD WITH 12d NAILS AT 6" O.C.SIMPSON LU28 FACEMOUNT HANGERSIMPSON LRU210 FACEMOUNT HANGER AT TOPSLOPED CONDITIONSBEAM (SEE PLAN).POSITION BEAM FLUSHWITH STAIR TREADSHOLD BACK PANEL END STUD FOR 112" FIT UP GAP.EXTEND SHEATHING 114" BEYOND PANEL END STUDAND FASTEN EDGE OF SHEATHING TO FIELDINSTALLED BLOCKING PER SHEAR WALL SCHEDULECORRIDOR OR EXTERIORBEARING WALL PANEL2X8 BLOCKING INBEARING WALL12d AT 6" O.C.SHEAR WALL SHEATHING. SEE SHEARWALL SCHEDULE FOR DESCRIPTIONAND FASTENINGSTAGGERED 2X4 STUD SHEAR WALLFIELD INSTALLED 2X BLOCKING WITHIN FITUP GAP. FASTEN WITH 1/4" DIA. X 5" SDSSCREWS AT 12" O.C. VERTICALLYFASTEN SHEAR WALL END STUD TO EXTERIORWALL FRAMING WITH 1/4" DIA. X 5" SDSSCREWS AT 12" O.C. VERTICALLYMINIMUM 3/8" CONNECTORPLATE EACH SIDE OF WEB,SHIM WEB AS REQUIRED (ORDOUBLE ANGLE CONNECTION)- DESIGN BY FABRICATORMINIMUM (2) 1/2" WEBSTIFFENERS EACH SIDEMINIMUM 3/4" CAP PLATEWITH (4) A325 BOLTSHSS COLUMN (SEE PLAN)WOOD NAILER NOTSHOWN FOR CLARITYMIN. (2) 3/8" PLATESEACH SIDE OF WEBSTEEL BEAM (SEE PLAN)MIN. 3/4" CAP PLATEWITH (4) A325 BOLTSHSS COLUMN (SEE PLAN)HSS COLUMN (SEE PLAN)MIN. 3/4" BASE PLATEWITH (4) A325 BOLTSMIN. (2) 3/8" PLATESEACH SIDE OF WEBSTEEL BEAM (SEE PLAN)TYPICAL SHEAR PLATE,MIN. 3/8" THICK PLATEHSS COLUMN (SEE PLAN)TYPICAL FRAMED CONNECTION,MIN. 3/8" THICK ANGLE EACH SIDESTEEL BEAM (SEE PLAN)NOTE THAT SHEAR WALLS ARE BUILT TIGHT TOUNDERSIDE OF DECKING - UPPER SHEAR WALL NOTSHOWN FOR CLARITY - ALL SHEAR WALLS STACK (U.N.O.)SEE SHEAR WALL SCHEDULE FORREQUIRED NAILING AT SHEAR WALLPANELS AT EACH LEVELPROVIDE BLOCKING AT ALLPANEL EDGES AND AT 4'-0" O.C.TYPICAL FLOOR SHEATHING,SEE FRAMING PLANSPERPENDICULAR BEARINGWALL - TOP OF WALL ATTRUSS BEARING ELEVATION2X6 BLOCKING IN BEARING WALLBLOCKING IN PLENUM TO RECEIVESHEAR WALL END NAILING - NOTCHAROUND CONTINUOUS RIBBONBOARD WHERE APPLICABLEWINDOW OPENING FRAMING MUSTFOLLOW THIS DETAIL FOR ENERGY STARCOMPLIANCE. PROVIDE 1ST INSIDEJACK IN TWO SECTIONS (ABOVE ANDBELOW SILL) AS SHOWN. WINDOW SILLSHALL BEAR ON JACK BOTTOM SECTION.ADDED CRIPPLE STUDS UP AGAINST THEJACKS ARE NOT PERMITTEDNOTE: SEE ARCH. DWGS FORSHEATHING REQUIREMENTSINTUMESCENT PAINTEDSHEATHING (SEE ARCH. DWGS)REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCS.8FLOOR FRAMING DETAILS
ROOF DETAIL AT WINDOW2S.9 Scale: 3/4" = 1'ROOF DETAIL AT EXTERIOR WALLS.9 Scale: 3/4" = 1'1ROOF DETAIL AT CORRIDOR WALLS.9 Scale: 3/4" = 1'3ROOF DETAIL AT INTERIOR BEARING WALLS.9 Scale: 3/4" = 1'4ROOF DETAIL AT GABLE END TRUSS OVER BALCONYS.9 Scale: 3/4" = 1'6ROOF DETAIL AT GABLE END TRUSSS.9 Scale: 3/4" = 1'7SEE ARCHITECTURAL DRAWINGS FORROOF SLOPE AND EAVE DETAILSSEE ARCH. DWGSHEELSEE ARCH.SEE ARCHITECTURAL DRAWINGS FORROOF SLOPE AND EAVE DETAILSHEELSEE ARCH.ROOF DETAIL AT SHAPED ROOF TRUSSES OVER BALCONYS.9 Scale: 3/4" = 1'5SEE ARCH. DWGSROOF DETAIL AT ELEVATOR WALLSS.9 Scale: 3/4" = 1'8SEE ARCHITECTURALDRAWINGS FOR ROOFSLOPE AND EAVE DETAILSNOTE: OVERBUILD DORMER FRAMING NOT SHOWN FORCLARITY. SEE ROOF FRAMING PLAN FOR OVERBUILDFRAMING REQUIREMENTS. SEE ARCHITECTURALDRAWINGS FOR ADDITIONAL INFORMATION ONELEVATOR ROOF CONSTRUCTIONMINIMUM 2X6 TOP CHORDEXTENSION2X4 X 12" LONG GUSSET.FASTEN TO EACH TRUSSCHORD WITH (4) 16d NAILSDESIGN TOP CHORDFOR CANTILEVERCONTINUOUS "ZIGZAG" DIAGONAL 2X4BRACING AT TRUSS BEARING. FASTEN 2X4TO EACH TRUSS HEEL WITH (1) 16d NAIL- SEE DETAIL "2/S.10" (TYPICAL EACH SIDE)2X4 CEILING JOISTS AT 24" O.C.LAP AND FASTEN TO TRUSSWITH (4) 10d NAILS2X4 WALKWAY JOISTS AT 24" O.C.LAP AND FASTEN TO TRUSSWITH (4) 10d NAILS4' WIDE, 3/4" APA RATED OSBSHEATHING2X6 CORRIDOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)CONTINUOUS (3) 2X6 TOP PLATESIMPSON H2.5A HURRICANE TIEAT EACH END OF TRUSSWOOD ROOF TRUSS(SEE PLAN)TYPICAL ROOF SHEATHING(SEE PLAN)2X6 CORRIDOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)CONTINUOUS (3) 2X6 TOP PLATESIMPSON H2.5A HURRICANE TIEAT EACH END OF TRUSSWOOD ROOF TRUSS(SEE PLAN)TYPICAL ROOF SHEATHING(SEE PLAN)WOOD ROOF TRUSS(SEE PLAN)BLOCK ALL SHEATHINGJOINTS (TYP.)2X6 EXTERIOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)CONTINUOUS (2) 2X6 TOP PLATETYPICAL ROOF SHEATHING,SEE FRAMING PLANSWOOD ROOF TRUSSES(SEE PLAN)GABLE END TRUSS - SEE NOTE 16ON THE ROOF FRAMING PLAN FORL-BRACE REQUIREMENTSTYPICAL EXTERIORSHEATHING2X6 LADDER FRAMINGWOOD ROOF TRUSS(SEE PLAN)TYPICAL ROOF SHEATHING(SEE PLAN)CONTINUOUS2X RIM BOARDMIN. 2X8 BLOCKING BETWEENTRUSSES AT 6'-0" O.C. - SEEARCH. DWGS FOR ADDITIONALBLOCKING REQUIREMENTS2X6 EXTERIOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)TYPICAL EXTERIORSHEATHINGBLOCK ALL SHEATHINGJOINTS (TYP.)CONTINUOUS (3) 2X6 TOP PLATESIMPSON H2.5A HURRICANE TIEAT EACH END OF TRUSSSOLID WOOD BLOCKING ASREQUIRED - SEE ARCH. DWGSFOR OPENING SIZESHEADER (SEE PLAN)RIGID INSULATION(SEE ARCH. DWGS)CONTINUOUS (2) 2X6 TOP PLATEOVER HEADERSIMPSON H2.5A HURRICANE TIEAT EACH END OF TRUSSWOOD ROOF TRUSS(SEE PLAN)TYPICAL ROOF SHEATHING(SEE PLAN)CONTINUOUS2X RIM BOARDMIN. 2X8 BLOCKING BETWEENTRUSSES AT 6'-0" O.C. - SEEARCH. DWGS FOR ADDITIONALBLOCKING REQUIREMENTSMIN. 2X8 BLOCKING BETWEENTRUSSES AT 6'-0" O.C. - SEEARCH. DWGS FOR ADDITIONALBLOCKING REQUIREMENTSCONTINUOUS "ZIGZAG" DIAGONAL 2X4BRACING AT TRUSS BEARING. FASTEN 2X4TO EACH TRUSS HEEL WITH (1) 16d NAIL- SEE DETAIL "2/S.10" (TYPICAL EACH SIDE)APPLIED EAVE FRAMING ASREQUIRED - NOT TO EXCEED12" PROJECTION(3) 2X8 BEAM(SEE PLAN)TYPICAL ROOF SHEATHING,SEE FRAMING PLANS(3) 2X8 BEAM INBACKGROUND(SEE PLAN)OVERBUILD ROOF TRUSSES AT 24" O.C.BEVEL CUT BOTTOM CHORD TO MATCHROOF SLOPEP.T. 6X6 POST INBACKGROUND (SEE PLAN)WOOD ROOF TRUSSES(SEE PLAN)GABLE END TRUSS - SEE NOTE 16ON THE ROOF FRAMING PLAN FORL-BRACE REQUIREMENTSTYPICAL EXTERIORSHEATHINGSOLID WOOD BLOCKINGAS REQUIREDHEADER (SEE PLAN)RIGID INSULATION(SEE ARCH. DWGS)CONTINUOUS (2) 2X6 TOP PLATEOVER HEADERSIMPSON H2.5A HURRICANE TIEAT EACH END OF TRUSS2X6 LADDER FRAMINGAPPLIED EAVE FRAMING ASREQUIRED - NOT TO EXCEED12" PROJECTIONWOOD ROOF TRUSS (SEEPLAN) - SEE ARCH. DWGS FORVAULTED CEILING PROFILECONTINUOUS 2X8 NAILER.FASTEN TO TOP PLATE OF16d NAILS AT 16" O.C.STRAPPING(SEE ARCH. DWGS)2X12 BLOCKING BETWEENTRUSSES AT 6'-0" O.C. - SEEARCH. DWGS FOR ADDITIONALBLOCKING REQUIREMENTS(3) 2X8 BEAM(SEE PLAN)TYPICAL ROOF SHEATHING,SEE FRAMING PLANSP.T. 6X6 POST INBACKGROUND (SEE PLAN)SOLID WOOD BLOCKINGAS REQUIREDHEADER (SEE PLAN)RIGID INSULATION(SEE ARCH. DWGS)CONTINUOUS (2) 2X6 TOP PLATEOVER HEADERSIMPSON H2.5A HURRICANE TIEAT EACH END OF TRUSSWOOD ROOF TRUSS (SEEPLAN) - SEE ARCH. DWGS FORVAULTED CEILING PROFILECONTINUOUS2X RIM BOARDCONTINUOUS "ZIGZAG" DIAGONAL 2X4BRACING AT TRUSS BEARING. FASTEN 2X4TO EACH TRUSS HEEL WITH (1) 16d NAIL- SEE DETAIL "2/S.10" (TYPICAL EACH SIDE)2X6 LADDER FRAMING(AT INNER RAKE)2X10 RAFTERS AT 24" O.C.ALIGNED WITH ROOF TRUSSES514" X 1178" SOLID PSL HOIST BEAM(SEE PLAN) - ALIGN BOTTOM OF BEAMWITH CEILING JOISTS AND NOTCH2X10 RAFTERS AS REQUIRED2X6 ELEVATOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)CONTINUOUS (3) 2X6 TOP PLATESIMPSON H2.5A HURRICANE TIEAT EACH END OF TRUSSWOOD ROOF TRUSS(SEE PLAN)CONTINUOUS "ZIGZAG" DIAGONAL 2X4BRACING AT TRUSS BEARING. FASTEN 2X4TO EACH TRUSS HEEL WITH (1) 16d NAIL- SEE DETAIL "2/S.10" (TYPICAL EACH SIDE)2X4 CEILING JOISTLAP AND FASTEN 2X10 RAFTER TOCEILING JOIST WITH (6) 10d NAILSSIMPSON HU24-2 FACEMOUNT HANGERCONTINUOUS 2X4 LEDGER. FASTENTO EACH ROOF TRUSS WITH (2) 1/4"DIA. X 312" SDS SCREWSTYPICAL ROOF SHEATHING(SEE PLAN)LAP AND FASTEN 2X10 RAFTER TOROOF TRUSS WITH (6) 10d NAILSWOOD ROOF TRUSS(SEE PLAN)CONTINUOUS (3) 2X6 TOP PLATESIMPSON H2.5A HURRICANE TIEAT EACH END OF TRUSSHEADER (SEE PLAN)REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCS.9ROOF FRAMING DETAILS
CASE 1CASE 2INTERIOR SHEAR WALL ROOF DETAILS.10 Scale: 3/4" = 1'1ROOF TRUSS BRACING AT BEARING WALLSS.10 Scale: 3/4" = 1'2ROOF DETAIL AT EXTERIOR WALLS.10 Scale: 3/4" = 1'32X6 JOISTROOF DETAIL AT EXTERIOR WALLS.10 Scale: 3/4" = 1'4ROOF DETAIL AT VESTIBULES.10 Scale: 3/4" = 1'6ROOF DETAIL AT VESTIBULES.10 Scale: 3/4" = 1'7SEE ARCHITECTURAL DRAWINGS FORROOF SLOPE AND EAVE DETAILSSEE ARCH. DWGS96SEE ARCHITECTURAL DRAWINGS FORROOF SLOPE AND EAVE DETAILSSEE ARCH. DWGS96SEE ARCH. DWGSSEE ARCHITECTURALDRAWINGS FOR ROOFSLOPE AND EAVE DETAILSROOF DETAIL AT SHAPED ROOF TRUSSES OVER BALCONYS.10 Scale: 3/4" = 1'5CONTINUOUS 2X4DIAGONAL BRACINGWOOD ROOF TRUSS(SEE PLAN)MIN. (1) 16d NAIL AT EACHCONNECTION (TYP.)WOOD ROOF TRUSS(3) 12d NAILS2X6 AT 16" O.C.2X BLOCKING. FASTENWITH 12d NAILS AT 6" O.C.12d NAILS AT 6" O.C.(4) 12d NAILSWOOD ROOF TRUSS(3) 12d NAILSSHEAR WALL SHEATHING. SEE SHEARWALL SCHEDULE FOR DESCRIPTIONAND FASTENINGCONTINUOUS (2) 2X6 TOP PLATE2X4 WALL - STUDS AT 24" O.C.STAGGERED (SEE ARCH. DWGS)SHEAR WALL SHEATHING. SEE SHEARWALL SCHEDULE FOR DESCRIPTIONAND FASTENINGCONTINUOUS (2) 2X6 TOP PLATE2X4 WALL - STUDS AT 24" O.C.STAGGERED (SEE ARCH. DWGS)SHEAR WALL SHEATHING, SAME SIDEOF EXTERIOR SHEATHING. SEE SHEARWALL SCHEDULE FOR DESCRIPTIONAND FASTENINGCONTINUOUS (2) 2X6 TOP PLATEWOOD FLOOR TRUSS(SEE PLAN)FIRE BLOCKING2X6 BEARING WALL - STUDSAT 24" O.C. (SEE PLAN)2X4 CLEATTYPICAL EXTERIORSHEATHING2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATETYPICAL ROOF SHEATHING,SEE FRAMING PLANSWOOD ROOF TRUSSES(SEE PLAN)LOCATE ROOF TRUSS TIGHT TOEXTERIOR WALL2X6 EXTERIOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES BELOW (SEE PLAN)TYPICAL SUBFLOOR,SEE FRAMING PLANSCONTINUOUS 2X6 PLATETYPICAL EXTERIORSHEATHING2X10 LEDGER. FASTEN TO EACHWALL STUD (12" O.C. SPACING) WITH(3) 1/4" DIA. X 5" SDS SCREWSCONTINUOUS (2) 2X6 TOP PLATE2X6 CORRIDOR WALL - STUDS AT12" O.C. (THIS FLOOR ONLY).ALIGN WALL STUDS WITH FLOORTRUSSES BELOW (SEE PLAN)TYPICAL ROOF SHEATHING,SEE FRAMING PLANS2X6 LEDGER FOR ROOF SHEATHINGEDGE. FASTEN TO EACH WALLSTUD WITH (2) 12d NAILSCONNECTION BY TRUSSMANUFACTURERCONTINUOUS "ZIGZAG" DIAGONAL 2X4BRACING AT TRUSS BEARING. FASTEN 2X4TO EACH TRUSS HEEL WITH (1) 16d NAIL- SEE DETAIL "2/S.10" (TYPICAL EACH SIDE)TYPICAL ROOF SHEATHING,SEE FRAMING PLANSWOOD ROOF TRUSSES(SEE PLAN)HEADER (SEE PLAN)RIGID INSULATION(SEE ARCH. DWGS)CONTINUOUS 2X6 TOP PLATEOVER HEADERTYPICAL ROOF SHEATHING,SEE FRAMING PLANSWOOD ROOF TRUSSES(SEE PLAN)EXTERIOR WALL INBACKGROUND (SEE PLAN)2X6 LEDGER, TOP AND BOTTOM. FASTENTO GABLE END TRUSS WITH (2) ROWS OF1/4" DIA. X 312" SDS SCREWS AT 24" O.C.SIMPSON LU26TYPICAL ROOF SHEATHING,SEE FRAMING PLANSWOOD ROOF TRUSSES(SEE PLAN)SIMPSON A35 FRAMING ANGLESIMPSON LSTA15 STRAP AT EACH TRUSS.FASTEN TO BACKSIDE OF LEDGER WITH MIN.(4) 10d X 112" NAILS AND TO TRUSS TOPCHORD WITH MIN. (4) 10d NAILS2X6 BLOCKING BETWEENGABLE END TRUSS WEBSGABLE END AND ADJACENT ROOFTRUSS SUPPORTED BY BEAM ANDPOST IN BACKGROUND (SEE PLAN)GABLE END ROOF TRUSSSUPPORTED BY BEAM AND POSTIN BACKGROUND (SEE PLAN)2X6 LEDGER, TOP AND BOTTOM. FASTENTO GABLE END TRUSS WITH (2) ROWS OF1/4" DIA. X 312" SDS SCREWS AT 24" O.C.SIMPSON LU26TYPICAL ROOF SHEATHING,SEE FRAMING PLANSWOOD ROOF TRUSSES(SEE PLAN)SIMPSON A35 FRAMING ANGLESIMPSON LSTA15 STRAP AT EACH TRUSS.FASTEN TO BACKSIDE OF LEDGER WITH MIN.(4) 10d X 112" NAILS AND TO TRUSS TOPCHORD WITH MIN. (4) 10d NAILS2X6 BLOCKING BETWEENGABLE END TRUSS WEBSGABLE END TRUSS DESIGNED TO SPANBETWEEN POSTS - SEE NOTE 16 ON THE ROOFFRAMING PLAN FOR L-BRACE REQUIREMENTSTYPICAL EXTERIORSHEATHINGGABLE END TRUSS DESIGNED TO SPANBETWEEN POSTS - SEE NOTE 16 ON THE ROOFFRAMING PLAN FOR L-BRACE REQUIREMENTSTYPICAL EXTERIORSHEATHINGRIGID INSULATION(SEE ARCH. DWGS)HEADER (SEE PLAN)CONTINUOUS (2) 2X6 TOP PLATEWOOD FLOOR TRUSS (SEE PLAN)SEE DETAIL 1/S.6 FORFLOOR AND WALL FRAMINGINFORMATION NOT SHOWNFOR CLARITYSOLID WOOD BLOCKING ASREQUIRED - SEE ARCH. DWGSFOR OPENING SIZES(3) 2X8 BEAM(SEE PLAN)P.T. 6X6 POST INBACKGROUND (SEE PLAN)CONTINUOUS2X RIM BOARDSIMPSON H2.5A HURRICANE TIEAT EACH END OF TRUSSWOOD ROOF TRUSS(SEE PLAN)TYPICAL ROOF SHEATHING(SEE PLAN)2X6 LEDGER, TOP AND BOTTOM. FASTENTO WALL FRAMING WITH (2) ROWS OF1/4" DIA. X 312" SDS SCREWS AT 24" O.C.SIMPSON LU26SIMPSON A35 FRAMING ANGLE2X6 LADDER FRAMING2X6 LADDER FRAMINGSIMPSON LCE4 POSTCAP IN BACKGROUNDSIMPSON LCE4 POSTCAP IN BACKGROUNDREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCS.10ROOF FRAMING DETAILS
ROOF DETAIL AT GABLE END TRUSS OVER BALCONYS.11 Scale: 3/4" = 1'6ROOF DETAIL AT APPLIED EAVE S.11 Scale: 3/4" = 1'1SEE ARCHITECTURAL DRAWINGS FORROOF SLOPE AND EAVE DETAILSSEE ARCH. DWGS96ROOF DETAIL AT APPLIED EAVE S.11 Scale: 3/4" = 1'2SEE ARCHITECTURAL DRAWINGS FORROOF SLOPE AND EAVE DETAILSSEE ARCH. DWGS96ROOF DETAIL AT APPLIED EAVE S.11 Scale: 3/4" = 1'3SEE ARCH. DWGSSOLID WOOD BLOCKINGAS REQUIREDHEADER (SEE PLAN)RIGID INSULATION(SEE ARCH. DWGS)CONTINUOUS (2) 2X6 TOP PLATEOVER HEADERSIMPSON H2.5A HURRICANE TIEAT EACH END OF TRUSSWOOD ROOF TRUSS (SEEPLAN) - SEE ARCH. DWGS FORVAULTED CEILING PROFILETYPICAL ROOF SHEATHING,SEE FRAMING PLANSDESIGN SHAPED WOOD ROOF TRUSSWITH CANTILEVER OVER BALCONY.BEAMS AND POSTS BELOW ARE SHOWNFOR ARCHITECTURAL PURPOSES ONLYAND DO NOT SUPPORT ROOF TRUSSESTYPICAL EXTERIORSHEATHING2X6 LADDER FRAMINGAPPLIED EAVE FRAMING ASREQUIRED - NOT TO EXCEED12" PROJECTION(3) 2X8 BEAM(SEE PLAN)(3) 2X8 BEAM INBACKGROUND(SEE PLAN)P.T. 6X6 POST INBACKGROUND (SEE PLAN)2X6 LEDGER, TOP AND BOTTOM. FASTENTO WALL FRAMING WITH (2) ROWS OF1/4" DIA. X 312" SDS SCREWS AT 24" O.C.SIMPSON LU26TYPICAL ROOF SHEATHING,SEE FRAMING PLANSWOOD ROOF TRUSSES(SEE PLAN)SIMPSON A35 FRAMING ANGLESIMPSON LSTA15 STRAP AT EACH TRUSS.FASTEN TO BACKSIDE OF LEDGER WITH MIN.(4) 10d X 112" NAILS AND TO TRUSS TOPCHORD WITH MIN. (4) 10d NAILSSEE DETAIL 1/S.6 FORFLOOR AND WALL FRAMINGINFORMATION NOT SHOWNFOR CLARITY2X6 LEDGER, TOP AND BOTTOM. FASTENTO WALL FRAMING WITH (2) ROWS OF1/4" DIA. SDS SCREWS AT 24" O.C.SIMPSON LU26TYPICAL ROOF SHEATHING,SEE FRAMING PLANSWOOD ROOF TRUSSES(SEE PLAN)SIMPSON A35 FRAMING ANGLESIMPSON LSTA15 STRAP AT EACH TRUSS.FASTEN TO BACKSIDE OF LEDGER WITH MIN.(4) 10d X 112" NAILS AND TO TRUSS TOPCHORD WITH MIN. (4) 10d NAILSSEE DETAIL 1/S.6 FORFLOOR AND WALL FRAMINGINFORMATION NOT SHOWNFOR CLARITYSEE DETAIL "2/S.11" FOR APPLIEDEAVE FRAMING INFORMATIONNOT SHOWN FOR CLARITYSEE DETAIL 1/S.6 FORFLOOR AND WALL FRAMINGINFORMATION NOT SHOWNFOR CLARITYOVERBUILD ROOF TRUSSES AT 24" O.C.BEVEL CUT BOTTOM CHORD TO MATCHROOF SLOPE2X6 LADDER FRAMINGROOF DETAIL AT BUILDING 40 CORRIDOR WALLS.11 Scale: 3/4" = 1'7CONTINUOUS "ZIGZAG" DIAGONAL 2X4BRACING AT TRUSS BEARING. FASTEN 2X4TO EACH TRUSS HEEL WITH (1) 16d NAIL- SEE DETAIL "2/S.10" (TYPICAL EACH SIDE)2X4 WALKWAY JOISTS AT 24" O.C.LAP AND FASTEN TO TRUSSWITH (4) 10d NAILS4' WIDE, 3/4" APA RATED OSBSHEATHING2X6 CORRIDOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)CONTINUOUS (3) 2X6 TOP PLATESIMPSON H2.5A HURRICANE TIEAT EACH END OF TRUSSWOOD ROOF TRUSS(SEE PLAN)TYPICAL ROOF SHEATHING(SEE PLAN)2X6 CORRIDOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)CONTINUOUS (3) 2X6 TOP PLATESIMPSON H2.5A HURRICANE TIEAT EACH END OF TRUSSCONTINUOUS "ZIGZAG" DIAGONAL 2X4BRACING AT TRUSS BEARING. FASTEN 2X4TO EACH TRUSS HEEL WITH (1) 16d NAIL- SEE DETAIL "2/S.10" (TYPICAL EACH SIDE)NOTE: DETAIL SHOWS SCHEMATIC ROOF TRUSSPROFILES FOR HIGH TO LOW ROOF TRANSITION.TRUSS MANUFACTURER SHALL USE SHAPED ORPIGGYBACK TRUSSES TO ACHIEVE THE DESIREDROOF SHAPE. G.C. AND TRUSS MANUFACTURERCOORDINATE WITH ARCHITECTURAL DRAWINGS2X6 JOISTSIMPSON LU26 FACEMOUNT HANGER2X6 LEDGER. FASTEN TO EACHTRUSS WITH (3) 16d NAILSSEE DETAIL 5/S.6 FOR FLOOR AND WALLFRAMING INFORMATION NOT SHOWN FORCLARITY. DETAIL SHOWS TWO OPTIONS FORFRAMING, FRAMING OPTION 2 IS SHOWN BUT ISNOT NECESSARILY REQUIRED AT THIS LOCATION2X10 RAFTERS AT 24" O.C.ALIGNED WITH ROOF TRUSSES2X6 ELEVATOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)CONTINUOUS (3) 2X6 TOP PLATESIMPSON H2.5A HURRICANE TIEAT EACH END OF TRUSSCONTINUOUS "ZIGZAG" DIAGONAL 2X4BRACING AT TRUSS BEARING. FASTEN 2X4TO EACH TRUSS HEEL WITH (1) 16d NAIL- SEE DETAIL "2/S.10" (TYPICAL EACH SIDE)TYPICAL ROOF SHEATHING(SEE PLAN)LAP AND FASTEN 2X10 RAFTER TOROOF TRUSS WITH (6) 10d NAILSWOOD ROOF TRUSS(SEE PLAN)2X6 LADDER FRAMINGCONTINUOUS (3) 2X6 TOP PLATESIMPSON H2.5A HURRICANE TIEAT EACH END OF TRUSSHEADER (SEE PLAN)WOOD ROOF TRUSS(SEE PLAN)WOOD ROOF TRUSS(SEE PLAN)2X10 RIM BOARDCONTINUOUS (2) 2X6 TOP PLATESIMPSON H2.5A HURRICANE TIEAT EACH END OF TRUSS2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)CONTINUOUS (2) 2X6 PLATETYPICAL ROOF SHEATHING(SEE PLAN)ROOF DETAIL AT ELEVATOR WALLSS.11 Scale: 3/4" = 1'5(2) 2X6 NAILERS WITH (2) 10d NAILSTHROUGH FLOOR SHEATHING6" WIDE DEFLECTION TRACK (600T250-54).FASTEN TO NAILERS ABOVE WITH (2) #10METAL-TO-WOOD SCREWS AT 12" O.C.INITIAL 112" GAPISOLATED DEMISING WALL ATFIRST FLOOR WITH NO WALLSSTACKED ABOVEPROVIDE 1/2" THICK X 12" WIDE WOODSHEATHING STRIP AS SHIM FASTENEDTO STUDS AND EACH TOP PLATE WITH10d NAILS AT 6" O.C.DETAIL AT FIRST FLOOR ISOLATED WALLS.11 Scale: 3/4" = 1'4FIRE BLOCKING NOTCHED AROUNDSTUDS (SEE ARCH. DWGS)NOTE: PROVIDE THIS DETAIL WHERE NOTED ON FIRSTFLOOR FRAMING PLAN, BUILDINGS 10, 20, 60, AND 701. INSTALL NAILER PLATES2. INSTALL LIGHT GAGE DEFLECTION TRACK3. INSTALL WALL FRAMING WITH 1" GAP BELOWDEFLECTION TRACK4. CONSTRUCT ALL FLOORS AND ROOF ABOVE5. INSTALL GYPSUM SUBFLOOR AT ALL FLOORSABOVE6. INSTALL GYPSUM WALLBOARD AT ALL FLOORSABOVE7. FASTEN DEFLECTION TRACK TO TOP PLATESWITH METAL-TO-WOOD SCREWS AT 6" O.C. EACHSIDE, STAGGER AS PRACTICALWOOD FLOOR TRUSS(SEE PLAN)REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCS.11ROOF FRAMING DETAILS