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PROPOSED HOUSE PLANS, B-19-86 r William Frangos q Architect 100 Cummings Center,Suite 426-G Beverly MA 01915-6111 PROPOSED HOUSE 978927941 978 927 9417 fax 3 WOODLANDS ROAD, SALEM MA 01970 ' CONSULTANTS McBrie, LLC STRUCTURAL DESIGN&SALES 160 SYLVAN ST,DANVERS MA 01923 978 646 0097 978 646 0087 fax DRAWING LIST JSR ADAPTIVE ENERGY SOLUTIONS,LLC Sheet Page I Sheet 6 PILGRIM RD,S.HAMILTON MA 01982 Number Number Sheet Name 978 468 0297 1 G-001 Drawing List L , 2 G-002 Abbreviations, Annotations & Components W.OM 3 G-003 Specifications B°�'' E 4 A-101 Basement/ Foundation Plan 5 A-102 First Floor Plan PROJECT — 6 A-103 Second Floor Planri PROPOSED 7 A-104 Roof&Area Plans HOUSE - 3 cli 8 A-201 Building Elevations WOODLANDS 4 9 A-202 Building Elevations ROAD SALEM 10 A-301 Building Sections MASSACHUSETTS 11 A-302 Wall Sections & Details 3 12 A-601 I Schedules OWNER rn WOODLANDS REALTY TRUST 0 rn 76 OAKVILLE ST,LYNN MA 01908 of o REVISION SCHEDULE No. Date Description co NOTE: SEE OTHERS FOR CIVIL AND BLDG STRUCTURAL DWGS; ENERGY ANALYSIS o � I -Proc•;1 h� ar}y o�hex - fir T10��' = i c r��dy Project Phase CD Proj Issue Date 111 412019 Project No. 2018.19 COPYRIGHT !,_, - -�,� i. `�"r J_v� • William Frangos Architect 2018 SHEET TITLE 12 Drawing List od SHEET ISSUE DATE: 1/14/2019 rn o N a G-001 SHEET 1 OF 12 William Frangos Architect 100 Cummings Center,Suite 426-G Beverly MA 01915-6111 rL CENTERLINE 978 927 9419 978 927 9417 fax 0 CONCRETE WALL TRUE NORTH CONSULTANTS CMU WALL PROJECT NORTH MCBrie, LLC EXTERIOR BRICK VENEER STRUCTURAL DESIGN&SALES 160 SYLVAN ST,DANVERS MA 01923 W/2X6 STUD WALL REVISION TAG 978 645 0097 Room name AB Anchor Bait FE Fire Extingisher OA Overall 97e 646 aos7 fax 0 EXTERIOR 2X6 STUD WALL ABV Above FEC Fire Extingisher Cabinet OC On Center 101 ROOM TAG ACT Acoustic Ceiling Tile FD Floor Drain O-C SFI Open-cell Spray Foam Insul. AFF Above Finish Floor FDN Foundation O/C-C SFI Combo.Open and Closed- S IZ o INTERIOR 2X4 STUD WALL Room name ALT Alternate FFL Finish Floor Line Cell SFI ALTRN Alteration FGL Fiberglass OD Outside Diameter ADAPTIVE ENERGY SOLUTIONS,LLC 101 ROOM TAG FL Flashing OPG Opening 6 PILGRIM RD,S.HAMILTON MA 01982 150 SF W/AREA BB Baseboard FOC Face of Concrete OPT Optional INTERIOR 2X6 STUD WALL BEL Below FOF Face of Finish Os Offset 978 468 0297 BFE Base Flood Elevation FOM Face of Masonry k alM BLDG Building FOS Face of Stud PE Polyethylene L' -; ' SECTION MARKER BLK Block FR Framing PL Plate BLANKET OR SPRAY A2!!, BLKG Blocking FRTW Fire-retertant Treated Wood PNT Paint FOAM INSULATION AS BOF Bottom of Footing FTG Footing PT Pressure Treated BRD Board PTO Painted NOTED SIM BSMT Basement GAR Garage PTN Partition DETAIL MARKER BTW Between GL Glass PWD Plywood STRUCTURAL A°i OR Grout C-C SFI Closed-cell Spray Foam Insul. GWB Gypsum Wall Board QUAL Quality FRAMING CHDPE Conagated High Density PE CITY Quanity SECTION- 0 KEYNOTE TAG cJ ContructlonJoint H High OT Quarry Tile CLJ Control Joint HB Hose Bibb CONTINUOUS CL Center Line HC Handicap R Stair Riser + SPOT ELEVATION CLL Column Line HC Hollow Core RCP Reflected Ceiling Plan CLO Closet HCP Handicapped REFR Refrigerator PROJECT WOOD CLR Clear HDR Header RET Retaining View Name CMU Concrete Masonry Unit HGR Hanger RM Room BLOCKING 1/g =1_p VIEW TITLE/SCALE CNTR Counter HM Hollow Metal RO Rough Opening PROPOSED CRN Comer HORIZ Horizontal RV Ridge Vent HOUSE - 3 V CO Concrete Opening 1 Coda Official HRDW Hardwood 'r WINDOW TAG COL Column HT Height SCRN Screen WOODLANDS ® FLOOR DRAIN CONC Concrete SDL Saddle c CONN Connection IBC International Building Code SHTH Sheathing ROAD +o+ DOOR TAG CONT Continuous INSLU Insulation Sim Similar a CSG Casing INTR Interior SLR Sealer F- SALEM r CT Ceramic Tile/Countertop IRC International Residential Code SILT Sealant COMBINATION MASSACHUSETTS SM Sheet Metal DEC Decorative SM Smooth y SMOKE/CO GRAPHIC SCALE DIA Diameter JST Joist SPEC Specification DETECTOR I DIF Determine in field JT Joint SPKLR Sprinkler m DM Dimension SR Single Rabbet OWNER 3 0' 2' 4' B' 16' DJ Double Joist KIDKiln Dried SS Stainless Steel DL Dead Load KIT Kitchen STL Steel WOODLANDS REALTY TRUST m O r) SMOKE SIM DIN Dawn STRUCT Structural 76 OAKVILLE ST,LYNN MA 01905 DETECTOR A10 DO Di L Line DP Dampproofing LIN Linen Closet T Stair Tread REVISION SCHEDULE _—_ DR Dining Roam LL Live Load TBD To Be Determined ' No. Date I Description co ® DETAIL VIEW DR Door LL Lease Line T&G Tongue&Groove p O CO DETECTOR DR Double Rabbet LR Living Room THK Thick m _ MARKER DS Downspout LTG Lighting TMX To Match Existing DW Dishwasher DWG Drawing LVR Lever TOF Top of Footing O - g TOS Top of Slab HEAT DETECTOR MAX Maximum TOC Top of Concrete i � EA Each MBR Master Bedroom TYP Typical 3 -—-—-— STRUCTURAL GRID EL Elevation MC Medicine Cabinet MARKER ELEC Electrical MET Metal LION Unless Otherwise Noted ro ELEV Elevator MIN Minimum UNEX Unexcavated 0 CEILING BATH ENG Engineer/Engineering ML Metal Lath EPS Expanded Polystyrene MLDG Molding VB Vapor Barrier,Vapor Base _ Name LEVEL MARKER EQ Equal MO Mason Opening VCT Vinyl Composition Tile EXHAUST Elevation Masonry p g y P Project Phase CD EXG Existing MR Moisture Resistant VERT Vertical EXG GR Existing Grade MWO Microwave Oven VIF Verify In Field Proj Issue Oat. 1/14/2019 s EXT Exterior VL Verify Location Project No. 2018.19 EXP BT Expansion Bolt NAT Natural VR Vapor Retarder COPYRIGHT O NEW PARTITIONS EXP JT Expansion Joint NIC Not In Contract VWA Verify With Architect William Frangos Architect 2018 c NO,# Number VWE Verity With Engineer 9 NTS Not To Scale VWO Verify With Owner SHEETTITLE REVISION W/ With Abbreviations DEMOLITION CLOUD WD Width r PARTITION J—� WP Water Proofing Annotations & WWF Welded Wire Fabric Components XPS Extruded Polystyrene EXISTING 1/A101 VIEW PARTITION REFERENCE io Com::onents .... .___..... - Annotations •Abbreviations.._______�__ __ SHEET ISSUE DATE: 1/1 412 0 1 9 dd 1/4"=V-0" - 1/4"_1�-0.1 1/4"-V-0" _.............__..-----.........._ a G-002 ........_....... ...—...— SHEET 2 OF 12 DIVISION I-GENERAL REQUIREMENTS DIVISION 6-WOOD AND PLASTIC SECTION 07901-JOINT SEALANTS SECTION 09900-PAINTING William Frangos SUMMARY: SUMMARY: Architect I I,yOCF SECTION 01000-PROJECT REQUIREMENTS(CONTRACTOR IMPLIED LION) SECTION 06401-EXTERIOR ARCHITECTURAL WOODWORK: 1. PROVIDE JOINT SEALERS AT INTERIOR AND EXTERIOR VERTICAL AND HORIZONTAL JOINTS. 1. PROVIDE PAINTING AND SURFACES PREPARATION FOR INTERIOR AND EXTERIOR 1, UNFINISHED SURFACES. PROJECT REQUIREMENTS: SUMMARY: SUBMITTALS: 2. PROVIDE REPAINTING AND SURFACE PREPARATION AT AREAS OF REMODELING AS 1. SITE CONDITIONS AND RESTRICTIONS:SEE OWNER. 1, PROVIDE EXTERIOR ARCHITECTURAL WOODWORK: 1. SUBMITPRODUCT DATA AND MOCKUP OF EACH JOINT TYPE. APPLICABLE. 100 Cummings Center,Suite 426-G 2. USE OF PREMISES AND ADJACENT FACILITIES:SEE OWNER. A. STANDING AND RUNNING TRIM AND RAILS. PRODUCTS: 3. PROVIDE PAINTING OF ENTIRE SURFACE WHERE PATCH PAINTING IS REQUIRED AS Beverly MA 01915-6111 B. ORNAMENTAL ITEMS. 1. ACRYLIC URETHANE JOINT SEALANT: APPLICABLE. INSURANCE: A. ONE PART,ASTM C 920,EXTERIOR AND INTERIOR USE. 978 9279419 1. CONTRACTOR SHALL CARRY INSURANCE COVERAGE NECESSARY FOR THE COMPLETION PRODUCTS: B. PRODUCT:BENJAMIN MOORE.MOORLASTIC LIFETIME,WHITE 465-01, SUBMITTALS: 978 927 9427 fox OF PROJECT,PROVIDE WORKMEN'S COMPENSATION,LIABILITY INSURANCE,PROPERTY 1. AWI STANDARDS:ARCHITECTURAL WOODWORK INSTITUTE(AWI"ARCHTECTURAL ANDIOR COLOR AS APPLICABLE;OR APPROVED EQUAL. 1. SUBMIT PRODUCT DATA,SAMPLES,4 FOOT BY 4 FOOT MOCKUP OF EACH COLOR, DAMAGE,AND OTHER INSURANCE REQUIRED BY LAW. WOODWORK QUALITY STANDARDS". 2. OTHER AS REQUIRED EXTRA STOCK CONSISTING OF ONE UNOPENED GALLON OF EACH TYPE OF PAINT USED. 2. OWNER SHALL CARRY FIRE AND VANDALISM INSURANCE. 2. WIC STANDARDS:WOODWORK INSTITUTE OF CALIFORNIA(WIC)"MANUEL OF MILLWORK' 3. PLASTIC TRIM:STANDARD PER A=OR VERSATIX TRIMBOARD INSTALLATION: PRODUCTS: TAXES: 4. PRESERVATIVE TREATMENT:COMPLY WITH CODES AND REGULATIONS. 1 COMPLY WITH REQUIREMENTS OF SECTION 01000-PROJECT REQUIREMENTS. 1. AS SELECTED BY OWNER. 1. COST FOR TAXES,SALES TAX,AND OTHER CHARGES RELATIVE TO CONSTRUCTION 5. (((EXTERIOR STANDING AND RUNNING TRIM AND RAILS:))) 2, TEST SEALANT ADHESION FOR EACH SUBSTRATE REQUIRED. OF THE PROJECT SHALL BE INCLUDED IN THE CONTRACT SUM. A. AS SELECTED BY OWNER 3. INSTALLINPROPER RELATION WITH ADJACENT WORK. INSTALLATION: CONSULTANTS S. TEXTURE:SMOOTH. 4. CLEAN ADJACENT SURFACES SOILED WITH SEALANT IMMEDIATELY. 1. COMPLY WITH REQUIREMENTS OF SECTION OIDOD-PROJECT REQUIREMENTS. PERMITS: C. FINISH:UNPAINTED(WHITE)STAINIPAINT TRIM WHITE-VWO. 2. PROVIDE FIELD-APPLIED MOCK-UPS OF EACH COLOR AND FINISH SELECTED ON 1. APPLY FOR,OBTAIN,AND PAY FOR BUILDING PERMITS,OTHER PERMITS,AND 6. AUXILIARY MATERIALS: ACTUAL SURFACES TO BE PAINTED. UTILITY COMPANY BACK CHARGES REQUIRED TO PERFORM THE WORK. A. NABS:STAINLESS STEEL THIN SHANK BLUNT POINT,FULL ROUND HEAD. 3. TEST SAMPLE FOR ADHESION FOR EACH TYPE OF PAINT. M CB rI LLC e. SCREWS AND ANCHORS!NONCORROSIVE,TYPE REQUIRED FOR SECURE 4. REMOVE COVER PLATES AND PROTECT HARDWARE AND ADJACENT SURFACES INTENT: 5. SAND BEFORE PAINTING UNTIL SMOOTH AND FLAT AND SAND BETWEEN COATS. STRUCTURAL DESIGN&SALES 1. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO PROVIDE THE BASIS FOR INSTALLATION: DIVISION 8-DOORS AND WINDOWS 6. APPLY PAINT TO ACHIEVE MANUFACTURER'S RECOMMENDED DRY FILM THE PROPER COMPLETION OF THE PROJECT SUITABLE FOR THE INTENDED USE OF 1. COMPLY WITH REQUIREMENTS OF SECTION 01000-PROJECT REQUIREMENTS THICKNESSES. 160 SYLVAN ST,DANVERS MA 01923 THE OWNER. 2. COMPLY WITH STANDARDS REFERENCED AS APPLICABLE. 7. PAINT ENTIRE SURFACE WHERE PATCH PAINTING IS REQUIRED. 2.ITEMS NOT EXPRESSLY SET FORTH BUT WHICH ARE REASONABLY IMPLIED OR 3. AS APPLICABLE BACKPRIME WORK BEFORE INSTALLATION. SECTION 08212-STILE AND RAIL WOOD DOORS 8. RECOAT AREAS WHICH SHOW BLEED-THROUGH OR DEFECTS. NECESSARY FOR THE PROPER PERFORMANCE OF THIS WORK SHALL BE INCLUDED 4. PROVIDE TRIM FOR SCRIBING AND SITE CUTTING. 9. CLEAN PAINT SPATTER FROM ADJACENT SURFACES AND GLASS. 9756460097 S. INSTALL WORK PLUMB,LEVEL AND IN PROPER ALIGNMENT. SUMMARY 10. TOUCH-UP DAMAGES SURFACES AT COMPLETION OF CONSTRUCTION. 9786460DS7 fax COORDINATION: 6. PROVIDE WORK FREE FROM TOOL MARKS AND BLEMISHES. 1. PROVIDE STILE AND WOOD RAIL DOORS: 1. COORDINATE THE WORK OF ALL TRADES. 7. SECURELY FASTEN TO SUBSTRATES. A. EXTERIOR STILE AND RAIL DOORS. 2. PREPARE COORDINATION DRAWINGS FOR AREAS ABOVE CEILINGS WHERE 8. INSTALL IN LENGTHS TO MINIMIZE JOINTS AND SEAMS. B. INTERIOR STILE AND RAIL DOORS. DIVISION 16 HVAC C T] CLOSE TOLERANCES ARE REQUIRED BETWEEN BUILDING ELEMENTS AND 9. COLOR MATCH WOOD I PLASTIC AT JOINTS FOR UNIFORM APPEARANCE JR MECHANICAL,PLUMBING,AND ELECTRICAL WORK. 10. TOUCH-UP DAMAGED OR ABRADED FINISHES. SUBMITTALS: SECTION 15500-HEATING,VENTILATING,AND AIR CONDITIONING. 3. VERIFY LOCATION OF UTILITIES AND EXISTING CONDITIONS.NOTIFY ARCHITECT OF I. SUBMIT PRODUCT DATA,SAMPLES,SHOP DRAWINGS,WARRANTY. ADAPTIVE ENERGY SOLUTIONS,LLC CONDITIONS DIFFERING FROM THOSE INDICATED ON THE DRAWINGS. DIVISION 7-THERMAL AND MOISTURE PROTECTION SUMMARY: 4. VERIFY DIMENSIONS ON DRAWINGS WITH DIMENSIONS AT THE PROJECT.DO NOT PRODUCTS: 1. PROVIDE EQUIPMENT,SYSTEMS,AND CONTROLS FOR HEATING IN CONTRACT 6 PILGRIM RD,S.HAMILTON MA 01982 SCALE DRAWINGS. 1. PRODUCTS: AREA AS INDICATED OR REQUIRED PER HERS CONSULTANT. SECTION 07210-BUILDING INSULATION THERMA-TRU.EXTERIOR ENTRANCE&GARAGE OVERHEAD DOORS. 2. COORDINATE WITH OWNER'S ROOM USES TO PROVIDE ADEQUATE SYSTEM 978 468 0297 CUTTING AND PATCHING: JELD-WEN MORGAN SERIES.INTERIOR,SEE DOOR SCHEDULE/STYLE PER OWNER FOR ALL CONTRACT AREAS, 1. PROVIDE CUTTING AND PATCHING WORK TO PROPERLY COMPLETE THE PROJECT. SUMMARY: 2. NWWOA QUALITY STANDARDS FOR STILE AND RAIL DOORS:NWWOA I.S.6. 3. COORDINATE LOCATION OF THERMOSTATS AND CONTROLS WITH OWNERS 2. DO NOT REMOVE OR ALTER STRUCTURAL COMPONENTS WITHOUT WRITTEN APPROVAL. 1. PROVIDE BUILDING INSULATION AND VAPOR RETARDERS. 3. EXTERIOR STOCK STILE AN RAIL DOORS: REQUIREMENTS. 3. CUT WITH TOOLS APPROPRIATE FOR MATERIALS TO BE CUT. A. UNDER SLAB-CN-GRADE,BOARD TYPE, A. QUALITY STANDARD:NWWDA I.S.S. 4. COORDINATE LOCATION OF DUCTWORK TO AVOID INTERFERENCE WITH 4, PATCH WITH MATERIALS AND METHODS TO PRODUCE PATCH WHICH IS NOT VISIBLE S. THERMAL INSULATION IN EXTERIOR WALLS,BOARD TYPE AT WINDOW AND B. PANEL CONFIGURATION:SEE ELEVATIONS. LOCATION OF DESIGNATED LIGHTING FIXTURE LOCATIONS(SEE LIGHTING FROM A DISTANCE OF FIVE FEET, DOOR HEADERS,WALLS IN BFE,AS APPLICABLE. C. GLAZING:INSULATING GLASS.NIA. CONSULTANTS PLANS). 5. 00 NOT CUTAND PATCH IN A MANNER THAT WOULD RESULT IN A FAILURE OF THE C. 1.THERMAL INSULATION IN STUD FRAMED EXTERIOR WALLS,CC SPRAY FOAM D. GLAZING COLOR.CLEAR GLASS.NIA. 5. DO NOT CUT STRUCTURAL ELEMENTS WITHOUT PRIOR WRITTEN APPROVAL. WORK TO PERFORM AS INTENDED,DECREASE FIRE PERFORMANCE,DECREASE 2.THERMAL INBUL.BASEMENT CONIC.WALLS(INT.FACE)DOW THERMAX WHITE E. CLAD:COLOR.SEE DOOR SCHEDULE OR OWNER. ACOUSTICAL PERFORMANCE,DECREASE ENERGY PERFORMANCE,DECREASE OPERATIONAL 4, INTERIOR STOCK STILE AND RAIL DOORS: DESIGN CONDITIONS LIFE,OR DECREASE SAFETY FACTORS. O. THERMAL INSULATION AT FLOORI UNDERSIDE OF ROOFS,OVER HEATED SPACES, A. QUALITY STANDARD:NWWDA I.S.6. 1. PROVIDE HEATING SYSTEMS FOR USE WITH EXISTING UTILITY SERVICE.AS d� CC,CC,HYBRID SPRAY FOAM OR BLANKET TYPE PER DRAWINGS. e. DESIGN GROUP:INTERIOR PANEL TYPE,IJIB INCH THICK. APPLICABLE. FIELD ENGINEERING: E. NIA C. PANEL CONFIGURATION:PER OWNER 2. PROVIDE SYSTEMS DESIGNED TO ASHRAE WEATHER DATA USING 97.5 140.Y248 L" 1. VERIFY AND LOCATE UTILITIES,EXISTING FACILITIES,AND EQUIPMENT. E. ACOUSTIC INSULATION AT INTERIOR PARTITIONS,BLANKET TYPE. D. FINISH:PER OWNER PERCENT WINTER DRY BULB AND THE 25 PERCENT SUMMER DRY-BULB AND MEAN may, 2. SURVEY AND LAYOUT IMPROVEMENTS,UTILITIES,STRUCTURES,AND COMPONENTS. F. AIR SEALING LOW EXPANSION FOAM. E. GLAZING COLOR:CLEAR,TRANSOM WI MUNPNS,SEE OWNER AS APPLICABLE COINCIDENT WET-BULB CLIMATIC CONDITIONS. O. AIR SEALING HIGH EXPANSION FRAM. 3. HEATING LOADS CALCULATED ON ROOM-BY-ROOM BASIS USING ACCA MANUEL PROJECT MEETINGS: H. SHEET VAPOR BARRIER AS SPECIFIED PER HERS CONSULTANT. INSTALLATION: J OR OTHER APPROVED METHOD. 0'` 1. ARRANGE FOR A PRECONSTRUCTX)N CONFERENCE PRIOR TO START OF CONSTRUCTION. 1. COMPLY WTH REQUIREMENTS OF SECTION 01000-PROJECT REQUIREMENTS. 4 MAINTAIN RELATIVE HUMIDITY ACCORDING TO ASHRAE RECOMMENDATIONS. MEETING SHALL BE ATTENDED BY OWNER,ARCHITECT,CONTRACTOR,AND PRODUCTS: 2. COMPLY WITH NWMA IS-1 QUALITY STANDARDS. 5. PROVIDE MECHANICAL VENTILATION DESIGNED TO ASHRAE STANDARD 62.2; MAJOR SUBCONTRACTORS. 1. BOARD INSULATION: 3. COMPLY WITH NFPA 80 FOR RATED ASSEMBLIES AND BALANCED ERV(AS APPLICABLE)VENTILATION SYSTEM. 2. ARRANGE FOR PROGRESS MEETINGS ONCE A MONTH DURING CONSTRUCTION.RECORD A. EXTRUDED POLYSTYRENE(XPS),RIGID,ASTM C 578. MINUTES AND DISTRIBUTE PROMPTLY. B, VAPOR RETARDER:INTEGRAL VAPOR RETARDER AS REQUIRED FOR APPLICATION. PRODUCTS: - - C. PRODUCT:GREENGUARD COMMERCIAL PRODUCTS,CM INSULATION BOARD. SECTION 0832DO-VINYL SLIDING PATIO DOORS 1. PROVIDE NEW MATERIALS SUITABLE FOR SERVICE INTENDED COMPLYING WITH PROJECT QUALITY ASSURANCE: 2. BLANKET/BATT INSULATION: APPROVED SHOP DRAWINGS.PROVIDE ACCESSORY ITEMS SUCH AS CONTROLS, 1. COMPLY WITH APPLICABLE CODES,REGULATIONS,ORDINANCES AND REQUIREMENTS OF A. GLASS FIBER,ASTM C 565.TYPE II,CLASS C,CATEGORY 1(UNFACED),WATER SUMMARY ANCHORS AND INSULATION. PROPOSED AUTHORITY HAVING JURISDICTION,INCLUDING ACCESSIBILITY GUIDELINES WHERE APPLICABLE SUBMIT VAPOR PERMEANCE,ASTM E 9B,GREATER THAN 1.0 PERMS,ODOR EMISSIONS 1. PROVIDE 2. PRODUCT:ERV VENTILATOR AS APPROVED BY OWNER AND HERS RATER: COPIES PROVIDE PRION REPORTS,ODUCTS OF ACCEPTCES AND SIMILAR DOCUMENTS TO ARCHITECT.ABLE MANUFACTURERS WHICH HAVE BEEN N ASTM C 1304.B. PRODUCT:JO.NNS MANVILLE FORMALDEHYDE-FREE FIBER GLASS INSULATION,UN- A. VINYL SLIDING PATIO DOORS F ECHO APPROVED EQUAL. TYS 3. PRODUCT:PANASONIC WHISPER QUIET FANS OR FANTEC�{VENTILATION FANS. HOUSE 1 C�C U SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS, FACED BA SUBMITTALS: RATED FOR CONTINUOUS OPERATION.SEE HERS CONSULTANTS SPECIFICATIONS, H U S C 3. USE EXPERIENCED INSTALLERS.FURNISH EVIDENCE OF EXPERIENCE IF REQUESTED. 3. VAPOR RETARDER(NOT INTEGRAL WITH INSULATION): 1. SUBMIT PRODUCT DATA,SAMPLES,SHOP DRAWINGS,WARRANTY p 4. DELIVER,HANDLE,AND STORE MATERIALS IN STRICT ACCORDANCE WITH A, POLYETHYLENE,ASTM D 4397,10 MIL MIN.OR WHITE CROSS-LAMINATED VIRGIN INSTALLATION: WOODLANDS MANUFACTURER'S INSTRUCTIONS. POLY SHEETING,ABOVE RIGID INSULATION UNDER SLAB.VR OPTIONAL IF INSTALLING XPS PRODUCTS: 1. COMPLY WITH REQUIREMENTS OF SECTION 01000-PROJECT REQUIREMENTS. CO 5. USE OF ANY SUPPLER ORSUBCONTRACTORIS SUBJECT TO OWNERS APPROVAL. BOARD INSULATION. 1. PRODUCTS:)ARI[gy.SEE DOOR SCHEDULE/SALES REP 2. COMPLY WITH APPLICABLE CODES,REGULATIONS,ORDINANCES AND ROAD a. ENGAGE AND PAY FOR TESTING AGENCIES AS REQUIRED.REFER TO INDIVIDUAL SECTIONS B. PRODUCT:PER HERS CONSULTANT 2. NWWDA QUALITY STANDARDS FOR STILE AND RAIL DOORS:NWWDA I.S.6. REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION,AND WITH SMACNA AND EEBA FOR ADDITIONAL REQUIREMENTS. 4. ACCESSORIES: 3. EXTERIOR STOCK STILE AN RAIL DOORS: RECOMMENDATIONS. 4 A. CRACK SEALERS AND TAPES. A. QUALITY STANDARD:NWWOA I.S.B. 3. CONCEAL PIPING AND DUCTWORK TO THE GREATEST EXTENT PRACTICAL. TEMPORARY FACILITIES: B. LOW AND HIGH EXPANSION JOINT FILLERS. B. PANEL CONFIGURATION:SEE ELEVATIONS. SALEM 4- NA Q 1. PROVIDE TEMPORARY FACILITIES AND CONNECTIONS AS REQUIRED FOR THE PROPER C. GLAZING:LONE INSULATING GLASS-ARGON FILLED 5. IF APPLICABLE,AVOID HEATING DUCTS IN OUTSIDE WALLS.IF NECESSARY MAS5ACHUSETTS COMPLETION OF THE PROJECT. INSTALLATION: D. GLAZING COLOR:CLEAR GLASS.VWO INSTALL MINIMUM R-14 RIGID INSULATION BETWEEN. 2. PROVIDE AND MAINTAIN TEMPORARY UTILITY SERVICES. 1. COMPLY WITH REQUIREMENTS OF SECTION 01000-PROJECT REQUIREMENTS. E. CLAD:COLOR.SEE DOOR SCHEDULE OR OWNER. 6. AS APPLICABLE,CENTER CEILING MOUNTED ELEMENTS IN CENTER OF CEILING 3. [METER AND PAY FOR UTILITY SERVICE.)(OWNER WILL PAY FOR UTILITY SERVICE CONSUMED.) 2. INSTALL INSULATION AND VAPOR RETARDERS WITH CONTINUOUS COVERAGE TO F. SCREENS,DOOR HARDWARE PER MANUFJ OWNER TILES. D DO NOT WASTE.DETERMINE OPTION WITH OWNER. PROVIDE OPTIMUM PERFORMANCE IN ACCORDANCE WITH E(4FUL ND ENVIRONMENTAL G. FLASHING PER MANUR/PER MANUR RECOMMENDATIONS. 7. MAINTAIN INDICATED FIRE RATINGS OF WALLS,PARTITIONS,CEILINGS,AND 4. PROVIDE TEMPORARY PROTECTION FOR ADJACENT AREAS TO PREVENT CONTAMINATION SUILOIN �55�,('��ST.1WS E(EBA)'BUILDING GUIDE TO COLS t.'LIMA(E". FLOORS AT PENETRATIONS.SEAL WITH FIRESTOPPING TO MAINTAIN FIRE RATING. OWNER BY CONSTRUCTION OUSTAND DEBRIS. 3. LOW I WD-YNLH AIR SPACE MIN.BETWEEN ROOF SHEATHING AND INSULATION. INSTALLATION: 8. INSULATE PIPING AND DUCTWORK.PROVIDE VAPOR BARRIER 5. PROVIDE TEMPORARY BARRICADES AS NECESSARY TO ENSURE PROTECTION OF THE PUBLIC. 1. COMPLY WITH REQUIREMENTS OF SECTION 01000-PROJECT REQUIREMENTS. ON INSULATED PIPING OPERATING BELOW 50 DEGREES F. 6, MAINTAIN EGRESS WITHIN AND AROUND CONSTRUCT ION AREAS. 2. COMPLY WITH NWMA IS-1 QUALITY STANDARDS. 9. TEST ALL SYSTEMS FOR PROPER OPERATION. WOODLANDS REALTY TRUST 7. MAINTAIN FIRE ALARM SYSTEMS IN OPERATION DURING CONSTRUCTION SECTION 07310 ROOF SHINGLES AND WALL SIDING 3. COMPLY WITH NFPA SO FOR RATED ASSEMBLIES 10. COMMISSION AND BALANCE SYSTEMS. o B. PROVIDE FIRE EXTINGUISHERS IN WORK AREAS DURING CONSTRUCTION. SUMMARY: 76 OAKVILLE ST,LYNN MA 01905 9. PROVIDE TEMPORARY PROTECTION FOR ADJACENT CONSTRUCTION.PROMPTLY 1 PROVIDE ASPALT SHINGLES FOR ROOFING APPLICATIONS. 11. INSTRUCT OWNERS PERSONNEL IN PROPER OPERATION OF SYSTEMS. REPAIR ANY DAMAGE AT NO ADDITIONAL COST TO OWNER. 2. PROVIDE VINYL CLAPBOARDS FOR SIDING APPLICATIONS. SECTION 06610-VIh1YL WINDOWS ad SUMMARY: DIVISION 16 ELECTRICAL REVISION SCHEDULE C PRODUCTS AND SUBSTITUTIONS: 1. PROVIDE VINYL WINDOWS NO.I Date j Description 1. PROVIDE PRODUCTS AND MATERIALS SPECIFIED.REQUEST OWNER'S AND ARCHITECT'S SUBMITTALS: N WORKION OF COLORS AND ACCESSORIES IN SUFFICIENT TIME TO AVOID DELAYING PROGRESS OF THE 1. SUBMIT PRODUCT DATA,SAMPLES,40 YEAR WARRANTY. PRODUCTS: SECTION 16000 ELECTRICAL 2 SUBMIT REQUESTS FOR SUBSTITUTIONS SHALL BE IN WRITING,INCLUDING REASONS.SUBMIT PRODUCTS: 1. PRODUCTS:HARVEY WINDOWS(CLASSIC OR SLIMUNE(TBD)) SUFFICIENT INFORMATION FOR ARCHITECT TO EVALUATE PROPOSED SUBSTITUTION. 1. PRODUCTS:CERTAINTEED SHINGLES,WINTERGUARD,ROOFERS SELECT VWO. 2• VINYL WINDOWS: SUMMARY: 3. REMOVE AND REPLACE WORK WHICH DOES NOT CONFORM TO THE CONTRACT DOCUMENTS 2. SHINGLES: A. WINDOW TYPE:VINYL DOUBLEXTRUE HUNG. IN 1. PROVIDE ELECTRICAL SYSTEMSFOR THE FOLLOWING: W AT NO ADDITIONAL EXPENSE TO THE OWNER. A. SQUARE TAB,FIBERGLASS BASED ASPHALT SHINGLES.STYLE,WEIGHT AND B WINDOW OPERATION:DOUBLE HUNG.WINDOW OPENING LIMITING DEVICE A. LIGHTING;INTERIOR&EXTERIOR . COLOR PER OWNER,VERIFY W/ARCHITECT AS REQ.PER IRC 1780 CMR STANDARD. S. POWER INSTALLATIONS: B. ACCESSORIES:HIP AND RIDGE SHINGLES AS APPLICABLE;FELT,ASTM D 226; C. WINDOW GRADE:DP RATING AS REQUIRED C. AUXILIARY SYSTEMS PER LOCAL&STATE CODE.OPTIONAL D. GLAZING:LOW-E,ARGON-FILLED INSULATION GLASS. SYSTEMS PER OWNER. 1. INSPECT SUBSTRATES AND REPORT UNSATISFACTORY CONDITIONS IN WRITING. RUBBERIZED ASPHALT PERIMETER UNDERLAYMENT;METAL FLASHING AND DRIP EDGE. E. GLAZING PATTERN.SINGLE PANE PER SASH WITH APPLIED GRILLES 2, MODIFY,RELOCATE AND EXTEND EXISTING SERVICE TO ACCOMMODATE NEW O^1 2. 00 NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3. VINYL SHINGLES:WA PER BLDG,ELEVATION PATTERN(TSD).VERIFY WITH OWNER. WORK AS APPLICABLE. m 3. TAKE FIELD MEASUREMENTS PRIOR TO FABRICATION WHERE PRACTICAL.FORM F INTERIOR WOOD FINISH:WA 3. MAINTAIN FIRE ALARM SYSTEM IN OPERATION DURING CONSTRUCTION, TO REQUIRED SHAPES AND SIZES WITH TRUE EDGES,LINES AND ANGLES.PROVIDE 4. VINYL CLAPBOARDS: 3. AUXILIARY MATERIALS:HURRICANE ANCHORS AS REQUIRED,OPERATING HARDWARE, 4. COORDINATE WITH OWNERS ROOM USES TO PROVIDE ADEQUATE SYSTEM FOR INSERTS AND TEMPLATES AS NEEDED FOR WORK OF OTHER TRADES. A. HARVEY OR EQUAL PER OWNER INSECT SCREENING,FLASHING PER MANUFJ MANUF.RECOMMENDATIONS. ALL CONTRACTAREAS. 4. INSTALL MATERIALS IN EXACT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS B. COLOR:TBD AND APPROVED SUBMITTALS, S. FASTENERS AND ACCESSORIES:AS REQUIRED BY MANUF. INSTALLATION: NEW SERVICE: S. INSTALL MATERIALS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND 1. COMPLY WITH REQUIREMENTS OF SECTION 01000-PROJECT REQUIREMENTS. 1. UPGRADE EXISTING AMP ELECTRIC SERVICE.VOLTAGE AND PHASE AS WITH PROPER APPEARANCE. INSTALLATION: APPLICABLE, Project Phase CD 6. RESTORE UNITS DAMAGED DURING CONSTRUCTION INSTALLATION.REPLACE UNITS WHICH I. COMPLY WITH REQUIREMENTS OF SECTION D1000-PROJECT REQUIREMENTS, 18SU0 Dete 1l1412019 g CANNOT BE RESTORED AT NO ADDITIONAL EXPENSE TO OWNER. 2. COMPLY WITH NRCA STEEP ROOFING MANUAL. PRODUCTS; PIo1 3. COORDINATE SHINGLE INSTALLATION WITH FLASHING AND METAL ACCESSORIES TO 1. PROVIDE NEW MATERIALS SUITABLE FOR SERVICE INTENDED COMPLYING WITH Project No. 2018.19 SECTION 09255•GYPSUM BOARD ASSEMBLIES CLOSEOUT: SHED WATER PROPERLY. APPROVED SUBMIRALS.PROVIDE ACCESSORIES SUCH AS CONTROLS,COVER PLATES, 41 1. PREPARE PUNCH LIST FOR REMAINING WORK FOR REVIEW BY ARCHITECT. AND CONNECTIONS TO EQUIPMENT.FINISH AS SELECTED BY OWNER. COPYRIGHT E 2. COMPLETE PUNCH LIST ITEMS PROMPTLY AT NO ADDITIONAL EXPENSE TO THE OWNER, SUMMARY: 0 3. SUBMIT ACCURATE RECORD DOCUMENTS OF CONSTRUCTION. 1. PROVIDE GYPSUM BOARD ASSEMBLIES William Frangos Architect 2018 4. SUBMIT OPERATING MANUALS,MAINTENANCE MANUALS,AND WARRANTY INFORMATION. A. HOUSE INSTALLATION: - 5. OBTAIN ANDSUBMT COPY OF OCCUPANCY PERMITS. B. GARAGE 1. COMPLY WITH REQUIREMENTS OF SECTION 01000-PROJECT REQUIREMENTS. SHEET TITLE fi TRAIN OWNER OF IN USE OF BUILDING SYSTEMS. 2. COMPLY WITH APPLICABLE CODES,REGULATIONS,ORDNANCES AND 3 7. REMOVE TEMPORARY FACILITIES AND PROVIDE FINAL CLEANINGAND TOUCH-UP. PRODUCTS: REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND NATIONAL ELECTRICAL @ 8. RESTORE PORTIONS OF BUILDING,SITE IMPROVEMENTS,LANDSCAPING AND OTHER ITEMS 1. GEORGIA-PACIFIC OR APPROVED EQUAL AS APPLICABLE CODE. Specifications DAMAGED BY CONSTRUCTION OPERATIONS TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL 2. SIZE:IIY 3 PROVIDE CORE DRILLING AS REQUIRED FOR NEW WORK. x 3. SIZE:518'TYPE%, 5. NSTALLLCONCEALIGHT SWIT TO THE TCHES ATGUNFORM HEITEST GHT ABOVE FINISHED FLOOR.LOCATE > EXPENSE TO OWNER. SW ITCHES WITHIN ROOMS AT STRIKE SIDE OF DOOR UNLESS NOTED OTHERWISE. U INSTALLATION: 6. GANG MOUNT MULTIPLE SWITCHING LOCATIONS.MOUNT MULTIPLE TYPES OF 1. COMPLY WITH REQUIREMENTS OF SECTION 01000-PROJECT REQUIREMENTS. CONTROLS AS CLOSE TOGETHER AS POSSIBLE AND IN LINE WITH EACH OTHER AT 2. INSTALL JOINTS ONLY OVER FRAMING MEMBERS DO NOT ALLOW BUTT-TO-BUTT JOINTS UNIFORM HEIGHT EFINISHED FLOOR UNLESS NOTED OTHERWISE. ALLOWANCES: 3. PROVIDE ACOUSTICAL SEALANT AT RUNNERTRACKS,WALL PERIMETERS,OPENINGS, 7, GROUP MULTIPLE JUNCTION BOXES,TELEPHONE AND ELECTRICAL OUTLETS IXPANSION,AND CONTROL JOINTS. 1, SEE OWNER FOR FOLLOWING. 4. INSTALL GYPSUM BOARD ASSEMBLIES TRUE,PLUMB,LEVEL AND IN PROPER RELATION TO TOGETHER ON WALLS.AVOID BACK TO SACK BOX LOCATIONS. ADJACENT SURFACES. 8, MOUNT ELECTRICAL,DATA,AND TELEPHONE OUTLETS VERTICALLY,AT UNIFORM A. LIGHTING FIXTURE ALLOWANCE S. WHERE NEW PARTITIONS MEET EXISTING CONSTRUCTION,REMOVE EXISTING HEIGHT ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. Q B. DOOR HARDWARE ALLOWANCE CORNERS TO PROVIDE SMOOTH TRANSITION B. MAINTAIN INDICATED FIRE RATINGS OF WALLS,PARTITIONS,CEILINGS,AND a C. CERAMIC TILE ALLOWANCE 6. PROVIDE 3COAT JOINT TREATMENT SUCH THAT,AFTER FINISHING,JOINTS ARE NOT VISIBLE. FLOORS AT PENETRATIONS.SEAL WITH FIRESTOPPING TO MAINTAIN FIRE RATING. m D. FLOORINGALLOWANCE 7. SAND AND LEAVE READY FOR FINISH PAINTING AND WALL TREATMENT AS APPLICABLE. 10. TEST ALL SYSTEMS FOR PROPER OPERATION. 11. LABEL CIRCUITS IN FOR PANELS. SHEET ISSUE DATE: 1/14/2019 12. INSTRUCT OWNER'S PERSONNEL IN PROPER OPERATION OF SYSTEMS. od rn FIXTURE SCHEDULE: 1. AS SELECTED BY OWNER AND LIGHTING CONSULTANT. G o o SHEET 3 OF 12 William Frangos A 2p2 Architect 100 Cummings Center,Suite 426-G 2 Beverly MA 01915-6111 A-30, 978 927 9419 978 927 9417 fax 3'CC INSUL. - 2X8 STUD WALL @15'OC TVP 50'-D' PER IRC TYP. r IQ-THK.14N.GWB M PT SILL 27.-Z. DECK UNE ABOVE TVP. CONSULTANTS CONSTEM' _ i'RIGID INSUL 104AIL WALL TYP McBrie, LLC I,: � VBTVP. _ 10'-0" ,2-p• STRUCTURAL DESIGN&SALES �0p17FDN FDN.DRAINAGE SYSTEM AS/IF REQUIRED f 13T-2"2" V PER IRC/7&0 CMR TYP. FACE OF ,n f -"- FACCOFPT POST -� PT POST 160 SYLVAN ST,DANVERS MA 01923 •� NOTE:%PS A-101 NOTE:STAIR OUR SPAN r i,�� fir-• 9786460097 CARRIAGE TYP.: I`.. l y -! 978 646 0087 fax CONTOJUDUS PROVIDE MID-SPAN -J -'J IN UL G ANULARSLAB P. SUPPORTAS REO.(TBDj f GRANULAR CAPILLARY J S n • _ BREAK(NO FINES)TYP � B'-0" 4'-2" � DIF :IOC 4)NSTALL .7IS STEP FT(3FROST/ _ ADAPTIVE ENERGY SOLUTIONS,LLC GONG.FDN.PER ENGINEER'S STAIR �, WEE ANUIP) OWGB TYPICAL 8'THK. ..f b. - 0.1 T0� • 133'-2"`JJ � 6 PILGRIM S.HAMILTON MA 01982 I r 3 a, RD 5 132'-4" V o III,.___-...._ tee_ 9784680297 t 'I --- i �•� - - _ ..-__ _, i .. _ - __Li.�-.LET; � 01 7-_ STONE _ _...arh�`F � r --� A 2 BSMT STEM FDN(STUD WALL a rl,. roc,3T n ( .•• �,1/2'=V-0" NI WAL _ _ \ t I� .-. RET. ' _ • ! 14-0 '.•al 14' 0 I R. TBDL LIEVEItl.Y,r- — — BASEMENT o ---- 001 I •'I N _ - INSTALL PASSIVE OR - - '+ .I BTTGG. c 1 SLKIER DR. 2"XPS ti -ACTIVE RADON REDUCTION'. 'L j '� (FLASH PER / _ SYSTq"q PER IRC/780 CMR AS RED. I MANUF.) / /¢•REIN.CONIC. A-201 2 . '.I I I -I - b -'2 THERIu1 -f 7BD PROJECT p ! 10 MIL.TYP fI BLAB TYP. R I DROPPED - Z' \UNEXCAVATED I BEAM ABV II .'WHITE TVP. y- i 2 A-202 AUN S REG. SILL I b PROPOSED _.065MT HOUSE -3 f 137-2" l A.302 b i W c.a roc 1az e3' f J w I � BASEMENT WOODLANDS N J 1 ! `~�~CONTINDDDS I v ��, LgN01NG t -001 11 _ ROAD GRANULAR 'S UNDER ` 1 '9TAIR ABOVE' L - �' - ILA `j 4 �\FILL(NO FINES) YBLAeTMPWi fAOLMIL. I ®.HEAT-OPENING •�.� J - SALEM MASSACHUSETr5 a CONC•- FDNPER� YXPB,EXTEND ( °1 '- _ 'PUMP ENG. DOWN 2-FEET _ 0.1 TO�F � �-. O.O:TOC•141.67 F�� I,' HVAC EHASE —� 133'-2" V 7-- I•. ABovE OWNER �• 0.1 B�OF - - -- ..-__- ( BLOCK _ - - - -'-'- -� 132'-4" �1 j Y--- -- - EaiRc reo cMRI WOODLANDS REALTY TRUST ti .... q.p1 ►-SEE OPTIONAL DETAIL PENDING FIELD CONDITION 7 i 1 4'THK REIN 76 OAKVILLE ST,LYNN MA 01905 UP .CONCSLAB - 14R�0 77f32' _ TYPICAL REVISION SCHEDULE _ BSM _ No. Date DescrlptlOn y T FDN/SLIDER SILL DTL j PER ENO c y N w ---_ w--.--- ------- _ \- FF l; SLIDER DR. LL- T L (FLASH PER o - G j MANUFJ �! 2"XPS LL p'-3, ALIGN FACE LLl /f 1{. '} OF FINISH COLUMNS 0'•B" of f f / 4•REIN.CONIC. -e' - - of 10 MIL. SLAB TYP. NOTE:TOP OF SHEA t •-- TYP,OF 3 -f g w VB TYP. PRECAST 8"S0.AND `�,.� ° "- FIN OF 3COL.8'SO.TVP. A- NOTE:SEE ENGINEER'S DRAWINGS proj Issue Des 1/1Project Phase D4/2019 FOR STRUCTURAL INFO TYPICAL it Y-S 18'- - — o.D BSMT B 2 a / r ,�-ea/e• Project No. 2018.19 13T-2" CONIC.OPG. COPYRIGHT - LCy311 5'-5314" g•-q 1/2• 1'-03/4' 10, B" V-a. + Nam; William Frangos Architect 2018 K22'-0' - -}� 1 INSTALL NFPA I3D SYSTEM TYP FIRE SUPPRESSION SHEET TITLE + -.._� ........ _... Irl q iv f 28'-0' GRANULAR U aK - 4 a FILL(NO FINES) 71L — ... - 50'-0• Basement/ ENG. DOWN EXTET f Foundation Plan ENO. -~ DOWN 2-FEET - - - 0.11TO�F -` 133'-2" V J 132'-4" '•7 m �- 4 OPTION-BSMT STEM/SLIDER DR DTL 0.0 BSMT SHEET ISSUE DATE: 111411019 A-101 -- ___ - SHEET 4 OF 12 I - _ I 2 A-=oz William Frangos A-301 1 Ap1 Architect 100 Cummings Center,Suite 426-G Beverly MA 01915-6111 978 9279419 978 927 9417 fax 22'-0" ., S 2^ ! 13-10- ,,I 5'-10" 15'-2" T-0^ / -- --- CONSULTANTS i I I• cBrie DESIGNLLl.5ALE5 14'-0• STRUCTURAL DECK 160 SYLVAN ST,DANVERS MA 01923 1 978 6450097 - 978 646 0087 fax o j y JSR ADAPTIVE ENERGY SOLUTIONS,LLC c% 6 PILGRIM RD,S.HAMILTON MA 01982 • � I � - -- _� 978 468 0297 ` � --- r DROP. ncow 4 THK.RRIN J PENDING b CONC,stag -. _ - KITCHEN FIELD TYPICAL '1 i REVIEW 7e •9248 � ISLAND BEVERLY, ' O n 0 - DINING w '- 1 00 I 104 C I A-i01 z 2-CAR GARAGE' - - - 1 - PROJECT tl e" s D PROPOSED 1 DROPPE09M ASV + 1 � HOUSE - 3 -- CLEAR �_ WOODLANDS ROAD o *- 77 _ ^ C.L.OF2x8PTN SALEM a ° MASSACHUSETTS VIF FBiESLOCK _ - STAIR/HANDRAILS I N HVACCHASE pWD�.- j GUARD PER IRCI ' I v PER"I•- j' (102- 4L 780 CMR TYP. _ w 'IRC/780 CMR 102 FAMILY ILY OWNER ' lk {Tvplc.. -� 1037 WOODLANDS REALTY TRUST A r � HALL ^ --------- 76 OAKVILLE ST,LYNN MA 01905 -11 ____________ 1 fI� UP 151R'@0'-75/32" mI - --- - -I___-- ---N -___--- f�2x6DROP0" �` s/c REVISION SCHEDULE 1 B' g _- - - I e — No Date Description ------_ w FIN. T I II o _` 9- i _ _ L-----------� - - --- -- - I --- -- r_ f INSTALL- -- I ar BLOCKING of FOR g GUARD m ( RAIL TYP. Project Phase CO E AIR Proj Issue Date 1/14/2019 c IfI (( •� Project No. 2018.19 1 I PIGHT \A�Oz/ I W�I am Fr ngos Architect 2018 3 r•0 r II 2'.10• r2'-7 3/4 4'-2114 4'-21/4" / t SHEETTITLE 5'•63/4• 8'-412' 93m! 1p-g• First Floor Plan L, i'' B 2Y-U f -26'-0' -_ -- I a .m-• � A-201 m 1.0 FLR 1 1/4"=V-0" - - - I SHEET ISSUE DATE: 11,4/2019 _ 0' 2' 4' 8' 16' A-102 -- SHEET 5 OF 12 I William Frangos A.2D2 Architect I 1DO Cummings Center,Suite 426.G Beverly MA 01915-6111 978 9279419 978 927 9417 fax � r A501' I•A�Dt CONSULTANTS McBrie, LLC STRUCTURAL DESIGN&SALES 160 SYLVAN ST,DANVERS MA 01923 7'-3" 2' 3' 14'-W 978 646 D087 fax 4'-2" f V-11" 4'..10' 2'.5. 1. 1 T-p• 7'_0' JSR I I I I i j ADAPTIVE ENERGY SOLUTIONS,LLC I I ! 1 I 6 PILGRIM RD,S.HAMILTON MA 01982 SUPER INSULATE 1 1 PLSG(GAR.BELOW) I I I I I I 978 466 0297 It I jU U �J 72•W. EV L VANITY f BERIY, M 20e M I O M.BATH / BATH BRM 2 - 205 \ / 30xsD 214 �� 203 N I .•-_-__-----__`-CATHEDRAL I_____ 38Ksa t /\ 4SR .. �. VANITY' PROJECT CLG ABV. \ .-_. SHWR — \ Its ,f1WAL -- c 2 A.2D2 PROPOSED o _ lARD PER "JRUCl780CNRF 4--—- HOUSE -3 I --i- -' - ( WOODLANDS l A-302 �---, -�i - --- -- -------- ROAD I IM.WIC2 I KWIC 1 7 - D� ------ SALEM I+ J� y Dws N MASSACHUSETTS j- � 207 ----_-_ 41 - m _ c ! 1 5!C] OWNER WOODLANDS REALTY TRUST (S[�E NOTE ! LLDWN. BRM 3 61 76 OAKVILLE ST,LYNN MA 01905 f r _____ --____I_____ _ ___ ___ _: �N) I srA1R __ _ 202 REVISION SCHEDULE-- S I ] 3 e• 3 4 3 s^ 3 s'„ I No.j Date DescNpfiOn I I I � COMMON `1 A 201 Qo%A1 eF- 3 . I I Project Phase CD � Pmj Issue Date 1/1 412 0 1 9 3 Aacz I I Project NO. 201B.19 COPYRIGHT 3'-e' :. 3'-s^ 3'•3^ 3'-3' 3•-9' 3'-9• William Frangos Architect 2018 SHEETTITLE �y I. 7-6' Second Floor Plan 22',0' l 28'.0" 1 I � A-201 v I SHEET ISSUE DATE: 1/14/2019 `1 FLR 1/ N I- — - 0' 2' 4' B' 16' A-103SHEET 6 •OF 12 Area Schedule(Gross Building-Living Area) William FrangosArchitect Name Level Area Perimeter Comments Area 1.0 FLR 839 SF 130'-2" 100 Cummings Center,Suite 426-G Area 2.0FLR 13275E 161'-21/2" Beverly MA D1915-6111 Grand total:2 2166 SF 978 927 9419 978 927 9417 fax Building Area Legend 2 A-301, A-301 / Gross Building Area CONSULTANTS McBrie, LLC STRUCTURAL DESIGN&SALES 16D SYLVAN ST,DANVERS MA 01923 978 646 0097 978 646 0087 fax JSR ADAPTIVE ENERGY SOLUTIONS,LLC 6 PILGRIM RD,S.HAMILTON MA 01982 I • - 978 468 0297 DECORATIVE 9:12•RAKE BELOW METAL GUTTER TYP. BLDG LINE TYP. - Li r ——————————————— I MIN.RAKE f F DORM !4a Area — ER Np•p'NB 1327 SF 6EVlRI Y• m 9:12 a II I I SHED DORMER ROOF \ PROJECT Ci DECORATIVE — PROPOSED p RAKE INSTALL ICE 8 WATER HOUSE -3 SHIELD ENTIRE RODE WOODLANDS W/CDX PW D SHTH.TYP. OP LASH VALLEYS, BHTH,TAPE SEAMS, ON RASH VALLEYS, MEND8RIDGES ROAD PER MANUF.RECOMMENDATIONS TYP. J 2.0 FLR 1/8"=1'-0" 7 an2 SALEM ASPHALT MASSACHUSETTS ' SHINGLE —� a1 ROOF,INSTALL - PER 8 MANUF.RECOMMENDATIONS TYPICAL OWNER m m WOODLANDS REALTY TRUST m : 1 0:12 76 OAKVILLE ST,LYNN MA 01905 �.. _ .. ————————————————————— - ` I REVISION SCHEbULE o ro LL NOTE:— No. Date Description 5; SECTION LINE SHIFT o b4 — (ANNOTATION) — I I m PORCHROOF 1'-0" 41 RAKE OVERHANG r-------------- _ � � Area �� 1'-f MIN.OF FIN.COL. Project Phase CD SIDE OF ROOF-INCH RAVE OVERHANG EA. PfOJ Issue Date 1/1412019 4 E I 839 SF 4-INCH RAKE OVERHANG OF BAY SHED RODE Project No. 2018.19 p° COPYRIGHT WIIIiam Frengos Architect 2018 SHEET TITLE e Lt Roof&Area Plans E Q I— m v 1.0 FLR4.1/ = /h SHEET ISSUE DATE: 1/14/2019 -- 2' 4' 8. 1 61 A-104 SHEET 7 OF 12 I . William Frangos Architect 100 Cummings Center,Suite 426-G Beverly MA 01915-6111 978 927 9419 978 927 9417 fax CONSULTANTS McBrie, LLC STRUCTURAL DESIGN&SALES 160 SYLVAN ST,DANVERS MA 01923 2� A-3a1 978 6460097 ' I 1 978 646 0087 fax A-301 111 _3.OR�F ISR 12 12 173'-7 V ADAPTIVE ENERGY SOLUTIONS,LLC 6 PILGRIM RD,S.HAMILTON MA 01982 978 468 0297 12 925✓ .. 12 2 • ... a 9 N-02 t - 3.0 � Mo.0243 NOTE: 971718^V. y - � m FJCTEND i - - ... -- —- .. 2.0 PLT AU THESE RAKE a � __ RETURNS -.-- I' '- _ 1$2'-25/$" - a 12-INCHES ' f'� --- --` -- _ �1_5 PLT I 1x$Pvc TYP. •-'—'.."• ------_.`---- ---`-- _ --- 12 157'--61/88" I ?: I. _ I.. WOODLANDS 1O PROJECT SEE 1 WO 5 RD. 0 _ __ _..- ... i. .... ____ ._ OR FIN.SAY DETAILS r. F C? �..�• $ �-� �� - — - — ' PENDING RESULT ' - - �154E 6 118" .'�'�— -. _.�..,.. �t�..�,,..,•,�,.._ �I ____ 'I (MATCH T'P.) PROPOSED 54'-61 HOUSE -3 R 15 1.O PLT .� WOODLANDS O T - 3 81/8 ROAD - ( - SEE 1 WOODLAND RD. � SALEM FOR FIN.COL.le-SQ.) MASSACHUSETTS PENDING(MATCH TYP) to If 1.0 FLR OWNER rn 145-7" 16 `--'i 1.0 GAR ] —�`1 WOODLANDS REALTY TRUST IJ 0.0 FDN OAKVILLE ST,LYNN MA 01905 1�2'_ — _- - — 144'-6" �+ REVISION SCHEDULE No.. Date Descriptlan __ I I I � I I -- --- -- --- -- I _ I _0_OBSM�T �� - - 137-2 V FDN$ STEP FM �D.0 TOF > y BEYOND W Of 1'L 0.0 BOF WEST , 135'-10"V Project Phase CO m .z Prof Issue Date 1/14l2019 E — — --- - 1 SOUTH-FACADE a° — Project No. 2018.19 COPYRIGHT 3 0' 2' 4' $' 16, Wllliarn Frangos Architect 2018 m SHEET TITLE N Building Elevations a N SHEET ISSUE DATE: 1/14/2019 a A-201 _ ... SHEET 8 OF 12 William Frangos Architect 100 Cummings Center,Suite 426-G Beverly MA 01915-6111 978 927 9419 978 927 9417 Fax I CONSULTANTS McBrie, LLC A-302 STRUCTURAL DESIGN&SALES 1 - 160 SYLVAN ST,DANVERS MA 01923 A.p 2 A-807 978 6460097 3�0 RF�� 978 646 0087 Fax " 173'-7" V _ z 12 173'R7" V I S R ADAPTIVE ENERGY SOLUTIONS,LLC 6 PILGRIM RD,S.HAMILTON MA 01982 M 978 468 0297 3.0 ATTIC + — -- 162'-9(its" 1 -:-T-- 2.0 PLT a � -� - - _ .. ._,.;.,�,CDY 62a 9l7(6CT "LV_ 16Z-2 5/;� .-- -- -— ., -\ 11222 5 8 R d fir, G ----- - ... _ _.. h.__..J; - _� it �;� I L� ,� �_ -,•� + � _ __ - _ VINYL slOiNC Tr �'� 2.0 FLR - _ - - -- PROJECT u 6-1 1.0PLT -\�2.0FLR PROPOSED o _ o -- 153'-81/8" 7 __.. -, ------ ` — - _. 154g" V HOUSE -3 N I 1 WOODLANDS I Jam. - ......� D SALEM - _ — - — -- f ---- m MASSACHUSETTS 1M ' _. T -- a— -.. — — -\ FLR y' 1.0 145'-7" �l OWNER 014 .0 FI DN WOODLANDS REALTY TRUST A'1Ui 76 OAKVILLE ST,LYNN MA 01905 o — I� --_ --•-=.� — - 1.0 GAR — r+ REVI^�'OtJ-SACg E9�;� sTEPF1¢ASpEty .— �- ; _ -.--_-�, No. Data I escrlplion m 1 FDN 0.0 BSMT ---- 131,-2- V cc - - -- ---... - 1I � I � I L-- --�- STEP FTG 132'-4" '• I�III 5 2 EAST 0.1 BOF� 1/4" :,�1 NORT� � Project Phase CD 1I4" -0" _ __ L r Ject No Date 1/14/2019 Pro LJ 2018.19 0' 2' 4' 8' 116, COPYRIGHT William Frangos Archilsct 2018 mSHEET TITLE Building Elevations 0 N rG i6 aSHEET ISSUE DATE: 1/14/2019 ---------- A-202 SHEET 9 OF 12 CC/OGIN6UL. William Frangos HYBRID PER IRC/ , HERB RATER , Architect BLKG(DAMN_- 100 Cummin FOR IN8UL) -.t` Beverly 0191enter,Suite 426-G RAFTERS PER ENO. `_ 978 927 9419 1.5 P�LT 978 927 9417 fax — - - - _ � � ZIP SHEATHING �' r _3"CC INSUL. 157-61/8° V _ PER IRC CLG.J.PER 3/4"78G ENO. _ 1/2— AOVANTECN M.WIC2 FLR.1111 TYP. CONSULTANTS BEAM PER S"CC INSUI. ENG.DWGS. — — 20 ,��f /pERIRC McBrie LLC 7— 2.0 FLR STRUCTURAL DESIGN&SALES - 1 154'-6 1/8- V 8 — INYL V -� 1.0 P�LT— � 160 SYLVAN ST,DANVERS MA 01923 SOFFIT -�_ I - - ~; 153'- 118' V 1XE—�1'-D" VINYL •-6/e'T'PEX 978 646 0097 1 PvG I SOFFIT 2CAR 978 646 0087 fax COMPOSITE SO GARAGE — F 106 JSR COL, BLKG.BEYOND AS REO, ADAPTIVE ENERGY SOLUTIONS,LLC FIN. I 6 PILGRIM RD,S.HAMILTON MA 01982 978 468 0297 3 OARAGE SOFFIT OTL U 1/2 -1 0" � f 0" 4� 12^ 24 32" NOTE:SECTION LINE SPLIT IN PLANS — —1 3.0 R�F d A - - 773'-7" V t I y nI 1r R ■ I 1' ■ pp BEEV CATHEDRAL VERLY.�-- 1 0 ✓! 8 if• l tl ■ .I..II �. �.. P ■ 0 j CLG JOIST LVL RIDGE CONFIO.AT SM.PER ENG. RIDGE 1FAM '•4 I� or PENDING FIELD REVIEW 12J ±1 W/ARCHITECT .� LVL HDR PER ENG. A11 I la _ 4.25 (RAFTERS BEARING ON SINGLE {, PROJECT 12 2X6 PLATE @WINDOW HEADER Il I� WITH HURRICANE CLIPS) f ` PROPOSED o s 1 :1 A•301 `I _ 162'--251g" V -. R a• 6 a v r. .- II Ii _ u A - - 3.OAT_TI�C HOUSE -3 4 M. - - -4 162'-97J8" 1 WOODLANDS F �D a 7 1` --I- - — - 208 ' z ` B e 4H r' COMMON to WALL R 162?2 5 8" �1 1.5 PLT + GUARD PER s 157'-61/8" i �+e; D3- SALEM 201 IRWINCMR yy � ROAD ®r STAIR/HANDRAIL I M cneD cMR m ASSACHUSETTS GUARD PER IR 2.OFLR _ k TYPICAL 154-611 - _p 2.0_.FFLLR 31 f f �31 1.0PLT - 4 _ 4 154'-61/8- V 1L�-�53'-81/8^ I F LVL BM. _ Q 9 1 1 1 II f - 2_ OWNER -. .. ��I PER ENO. j - \w 1.0 PLT I 7"- - - — - 154'-61Ig" V - -- y WOODLANDS REALTY TRUST O 618'TYPEXOWB 153'-81/8" F �� TYPICAL O O r 1531.08 118�7 x nn KITCHEN LL 76 OgKVILLE ST,LYNN MA 01906 r'q BEYOND 2CAR GARAGE\ A `J. 105 L 1 f A oI J ❑ i T m REVISION SCHEDULE 106 ❑ S g 1 - r - COLUMN J 1 No. Date Description FIRESLO 3 ll \ STAIR PER IRC/7S0 CMR 144.50 _ -.TYPICAL 0.0 FD _ a2 ■ ''o�R � - - fir �44,-s�r� ` � I I I I 1 1 GI} _mot, fi! 1 ! 1 - k \-1.0FLR 142';4 `. _ - - - - - � - _ 145'-7" $ 41.e7 DROPPED BASEMEN - �44F-6" `, -I'I—/ LVL CARRYING BEAM PER ENG,TYP. I �I OD1 Project Phase CD — I� Is qq,9 0.1 F10 C`_- Prat lasue Date 1/14/2019 187,--2; - — .--- _ r -- - - - <� - - 0.013S MT��, Project No. 2018.19 I S -; Li - -- t 137'-2" V COPYRIGHT J - O.O TOF Williem Frengos Architect 2018 I I 0.1 TOF 8 136'136'-8" SHEET TITLE 133'-2" 135'B10" V 0 1 BOF /— Building Sections 132'-4" nmi, Section 2 Section 1 a 1/4°=V-01, - — - - 0' 2' 4' 8' SHEET ISSUE DATE: 1/14/2019 16' SHEET 10 OF — 12 .. .................. William Frangos Architect 100 Cummings Center,Suite 426-G Beverly MA 01915-6111 9789279419 r 978 927 9417 fax SPRAY FOAM PER IF (HYBRID PENDING) 3"CC W1 ATTIC THERMAL CONSULTANTS BARR IER 301 PaRIRC McBrie, LLC CC INSUL. STRUCTURAL DESIGN&SALES PER IRC I HER.RATER FLUSH FR. 160 SYLVAN ST,DANVEI-1 MA 011321 BEAM PER ENO 978 6460097 INSUL.DAM 978 646 0087 fax 4 AS ISO, 3.0 ATTIC 162'-9 7/8-1 ISR 2.0 PLT ADAPTIVE ENERGY SOLUTIONS,LLC 162'-2 5/8'-ff,,170 6 PILGRIM RD,S.HAMILTON MA 01982 2 11Z RIGID HDR.PER ENG. 978 468 0297 INSUL @ HOR TYP. COMM614 F201 'RIN M.WIC I PER CSUL. CC BEVERLY. F2067 LVL BEAM 1"rC INSUL 8 P R PER ENG. PER IRC ENGINEER BLKO.: INSUL.DAM .7 154 2.0 F'. 154'-C L 1 IP-& PROJECT 1.0 PL —V 1.OPLT ING- PROPOSED VINYL BLOCK INSUL.DAM VINY, HOUSE - 3 SOFFIT SOFFIT ci ci Ste.TYPE x OW13 PER IRC TYPICAL CC WILL DOOR HDR.— VINYL, 1X8 PVC I COMPOSITE WOODLANDS 9 PER ENG. SOFFT TRIM(BU(G.AS REQ) �H�HING. ROAD 8 HALL TYPI 2-CAR GARAGE -- I -moo l-1. SALEM NOTE:STAIR PER F 1017 FKALL 111.COL.BEYOND MASSACHUSETTS F-10- M67 IRC,780 C 101 A HANDRAIL PER IRWOU CMR OWNER F01 WOODLANDS REALTY TRUST — 10 76 OAKVILLE ST,LYNN MA C1905 PER ENG, 2-2XI0PT ti BAND JOIST I 1W TYPE X G DECK TYP. REVISION SCHEDULE GW LIND R L 1b: -- N�._L Date ....Description ING, I 2-2.X6 ............. 7 — — TZrT LAND i TR RIBERS"& TYPICAL PT PT 2.x 04�D 0 0.0 FDN AiiI, INCLUDE TOP FLUSH 144--6- 1-1.75 X 14 LVL "ID S OF LAND EXPOSED 1: R.07 ING'S .2X,OFFSET CC INSUL. PER ITC ft FOR LvL. 2XII RAILER W/J HGRS. (WELD TO • FUR W/112" THERMAX iT GWI3 I FWI3 TYP. (ATTACH PER IRC I ENG) .M'BER-- INSULATION I 2X6 PT BASEMENT !I� Project Phase CD SILL BASEMENT Pr0j Issue Data 111412019 r E F ool Project No 2018.19 2"THERMAX COPYRIGHT WHITE 2'THER WL7 Frangos Aro",Architect 2018 WHITE(MCONC.WALLSHEET TITLE TYR IBI 21 — — — — — — 0.0 BSMT Wall Sections & 13f-2--�Zy C3 Details 1�—Ov?; ---1 m 0.135'0 lu M ' SEC R STAIR I HOUSE ENTRY C PORCH 1 111412019 BAY SHEET ISSUE DATE:2' 1/2 ....... ........ A-302 SHEET 11 OF 12 William Frangos UNIT DIMENSIONS Architect ONLY:NO R.O.DIMS PENDINGOUOTE 100 Cummings Center,Suite 426-G i Beverly 9 01915-6111 476 927 9419 _ Window Schedule 978 927 9417 fax i UNIT 1 ••• � �- De1ai1 Glazing I Head WINDOW SCHEDULE NOTES: ..TypeMark Count Width Height _ Type Manufacturer Model Material Finish Head Jamb Sill Thickness Type�Height f Comments 1.PROVIDE TEMPERED GLAZING AS REQUIRED PIER APPLICABLE CODES. _ — 2.PROVIDE EGRESS WINDOWS AS REQUIRED PER APPLICABLE CODES. A 7 2'-11" '4'-9" `Double Nun With Trim HARVEY :2946 - 6'_1O' 3.PROVIDE APPROVED EMERGENCY RELEASE OPENING LIMITING DEVICEPER APPLICABLE CODES. _ g ... �^ I 4.STRUCTURAL MULLED WINDOWS AS REQUIRED BY MANUFACTURER FOR DESIGN PRESSURE CONSULTANTS B 1 18'-61f2' .4'-9' DDuhle Hung-Triple w Trim HARVEY '2946-3 fi'-10" REQUIRED PER IRC 1780 CMR. ---- - 5.SEE MANUFACTURER FOR ROUGH OPENING DIMENSIONS. 7p C 1 4-0" 13'-0" Awnng With Trim HARVEY AWN fi'-10" Custom Awning Size 6.SEE ExTER00R BUILDING ELEVATIONS FOR GRILLE PATTERNS. M c B ri e LLC T 1 7-$" i1'-7" Basement-Awning HARVEYBW 2817 0'-O" 7.VERIFY BULDING SITE NOT IN WIND-BORNE DEPRIS REGION:IF SO,PROVIDE IMPACT GLAZING OR 7 U 3 2'-11" 4'-5" Double Hung With Trim HARVEY 2942 6,-$„ OTHER ALLOWED METHOD PER IRC1780 CMR AS SELECTED BY OWNER. STRUCTURAL DESIGN&SALES S.PROVIDE HURRICANE ANCHORS PER MAHUF.AS REQUIRED TO SECURE WINDOW ASSEMBLEY. X 3 5'-8 314" 4'-5" Double Hung-Double w Trim HARVEY 2942-2 ` $'-$" 160 SYLVAN ST,DANVERS MA 01923 Y 2 2'-11' 3'-5- Double Hung with Trim_ HARVEY 2932 I iTEMPERED .6'-8" 978 646 0097 Z 1 8'-2" 4'-5" Double Hung-Triple w Trim HARVEY 2942-3 6'-8" 978 646 0067 fax Grand total 19 - — )SR DOOR PANEL CONFIG. ADAPTIVE ENERGY SOLUTIONS,LLC PER OWNER(TBO PER DR.MODEL) 6 PILGRIM RD,S.HAMILTON MA 01982 I � 976 466 0297 Door Schedule Door Details I Fj�� ODOR SCHEDULE NOTES: Number I To Room:Name Width I Height Family Manufacturer Model Frame Type Fira Rating Head 1 Jamb 5il Description Door Frame Comments 1.DOOR MODEL 1 MANUFACTURER AS SELECTED BY OWNER.INTERIOR DOOR PANELS -- Sdmt4lNPLLN DO NOT ICKCURREI4TDRM0 LSS ❑ SEE MANUFACTURER. 2.MIN.DOORSIZE AND FIRE-RATING PER 7110 CMR I IRC AND APPLICABLE CODES. o� 001-A IBASEMENT .8'-0" 6'-10" Sliding-2 panel —' 3.DOOR AND TEMPERED GLAZING PER 780 CMR 1IRC AND APPLICABLE CODES.. --- 4 DOORION AND OPERATION PER 7 MR IRC AND APPLICABLE DE 101-A HALL 3'-0" 6'-10" .Single-Raised Panel with Sidelights - . - i 1 S.VERIFY LOCATION SITE NOT INN WIND-BORR E OEPRISCREGION:IF SD,PROVIDE IMPACT 101-B HALL 4'-0" 6'-$" Doubt.Flu T�^`— GLAZING OR ER ALLOWED METHOD PER IRC1780 MRA3 SELECTED ByOWNER. NosatB t01 C HALL 2'-8" 6'-8" Single-Flush '�— 113 HR ��Y 102-A PWD RM 2'•4" "6' Single-Flush-8" �`�". ... .._ ... .104-A DINING 8'-0" 6'-1D" ';Sliding-2panel 105-A KITCHEN 2'-13 6'-8" Single-Flush - 1 106-A 2-CAR GARAGE 16'-0" 8'-0" DverheadSectional•Fluah - J— -- -- 201-A COMMON 5'-0' 6'-8" .Double-Flush - "^ PROJECT 202-A COMMON 2'-6" 6'-8. Single-Flush 202-B BRM3 4'-0" 6'-8" Double-Flush " ----- _ "• - , PROPOSED U 203-A BRM 2 2'-6" 6'-8" ;Single-Flush ! —� HOUSE -3 0 203-B BRM 2 4'-0' 6'-$" Double-Flush - f 204-A BATH 2'-4' 6'-8" Single-Flush ANDS 1 - I ROADDL 204-B BATH 2'-8" 6'-8" Double-Flush `T — , a 205-A M.BATH 2'-6" 6'-8" Single Bam-Flush_ - 4 205-8 M.BATH 2'-B" 6'-8" Double-Flush SALEM 89 206-A iM.WIC1 2'-fi' V-$' 'Single Barn-Flush T i .. MASSACHUSETTS � 20�7-A M.WIC 2 2'-4" 6'-8- Single-Flush _ I 208-A M.BRM 2-6" 6'-8" I Single-Flush — a 208-B M.BRM - 2'-8" 1 6'-8' J Double-Flush — - OWNER Grand total:21 WOODLANDS REALTY TRUST m 76 OAKVILLE ST,LYNN MA 01905 0 1 _ ..._... No. Date REVISION�Descdptian Room Finish Schedule _ —.—.. Finish FINISH SCHEDULE NOTES: Room (,e(Ij 1.FINISHPERSELECTION80CMR BY OWNER RAND CONTRACTOR PER 780 CMR!IRC AND APPLICABLE CODES Number I Room Name Floor I Base Well Caning Height Area Perimeter Comments � I 001 ;BASEMENT 7385F 114'-10" - :2101 HALL — .132 SF '76'-10 9/32" 102 'PWDRM :. 265F--T24'-01/2" 103 FAMILY 232 SF w ~104 DINING 161 SF 150'-10 17132" protect Phase CD 105 KITCHEN 166 SF 52'-1 23/32" - pro)Issue Date 1/14l2019 g .. 106 2-CAR GARAGE ) 508 SF 9T-9112" Project No. 2018.19 r •° 20'1 COMMON _ 193 SF 95'-0 27132" __ I 3 '202 _BRM 3 184 SF :56-3" COPYRIGHT WIIIII Fran as Architect 2018 c r206 BRM 2 173 SF 52'-7" L 9 BATH _ 71 SF 40'-101W SHEET TITLE M.BATH 1 82SF 44'-0112"� M.WIC1 ! � 102SF 42'-7" Schedules M.WIC 2 :75 SF ':34'.11 1f2"M.BRM ... 2745F I85'-9° 301 ATTIC - 348i82'-0" I th rD SHEET ISSUE DATE'. 1 f 14f2099 rn A-601 SHEET 12 OF 12 NO. DATE REVISIONS 3-1Y4"x9Y"LVLs SEE ARCH DWGS FLUSH FRAMED FOR UPPER RADE M (APPROX.14'-2") — S3 2-2x6 DETAIL W/2x8 S3 M -SEE ATTIC FRAMING PLAN BUILD OUT RAKE T_ — F/ OR BEAM BELOW PER ARCH DWGS 2-13i x9Y" LVLs HDR� 2-2x6 HDR 2-2x6 HDR____ ;� --- - r — — — — —— rI T 1 S3 r FULL GHT STUDS Fl cn < 5J3 =II I " -1ST FL TO RAFTERS TYP. 9 CATHEDRAL GABLE ENDS IQ QLof�4 Of LO OH \ �] J Oq I r2x1?RIDGE 90A�0 3-1318 V_RIDI,r <__- ___—__— LL � � 1K1 Y < O O nom J DOUBLE M S3 0 NAIL C.J. TO RAFTER W/6-16d NAILS MIN. N= h I M� S`3 ` S3 f S3 11 ---i---------- D?E — -- - - -- ;i --- - (� DOUBLE IL' O— �_ z Z < 0 I . -- --- 3-2x8 HDR _ 3-2x8 HDR — - - I � 0) m Ll 41SN FR1,IAF a•f Ilve,rxu�ea+f — -- I4` O y-7 -_Hw I S SEE SECOND FLOOR FRAMING (/) V) O ATTIC JOISTS SHALL BE 2x8®16"O/C U.N.O. ON FRAMING PLANS ^ ^} PLAN FOR BEAM BELOW ! �! II II i I T i i i E Z Q LOW ROOF RAFTERS SHALL BE 2x8 o 16" O/C U.N.O. ON PLANS L � E M SE� -t -t t t -�-� - - — O O Q 2x10 LEDGER BOLTED WITH LOW ROOF RAFTER TYP. ROOF RAFTERS SHALL BE 2x10®16"O/C U.N.O. ON FRAMING PLANS m L PROVIDE JOIST HANGERS AT ALL FLUSH FRAMED LOCATIONS. 2-LEDGERLOKS PER STUD LADDER RAKE O PER ARCH DWGS O.J W DO QUIRED B SIWIAP80N STRONG NAILS�T1E SUNLESS SPECIFICALLY PROANDWHIP CODE NST NECTIONS).S)S App ALL WpT USE AM�ED�LOCATIONS CLUDING RAFTERS TO IN HANGERS UNLESS SPECIFICALLY w � < SEE HANGER SCHEDULE ON S1 FOR HANGER DESIGNATIONS NOT SHOWN IN PLAN. REQUIRED BY SIMPSON STRONG TIE SEE HANGER SCHEDULE ON S1 FOR HANGER = 1�) ■ = 3-2x6 MINIMUM BEAM SUPPORT HEADER POSTS PER S1 OR 3-2x4 U POSTS UP&DOWN UNLESS DESIGNATIONS NOT SHOWN IN PLAN. / SUB-FLOOR OTHERWISE NOTED(ALL POSTS SHALL BE EQUAL TO OR WIDER THAN BEAM WIDTH). ALL POSTS SHALL REFER TO ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF SKYLIGHTS. (IF APPLICABLE) BE CONTINUOUS(BLOCKED SOLID)BETWEEN WALL PLATES AT FLOOR FRAMING/SUPPORTING BEAM. -BLOCKING AT ALL POST WALL SUB-FLOOR PER DETAIL-2/S4 ■ =HEADER POSTS PER S1 OR 3-2x4/3-2x6 MINIMUM BEAM SUPPORT POSTS UNLESS INTERIOR LOAD BEARING WALL ABOVE GLUED AND ABOVE -SUB-FLOOR GLUED OTHERWISE NOTED(ALL POSTS SHALL BE EQUAL TO OR WIDER THAN BEAM WIDTH). ALL DRAWN BY: WH NAILED TO JOISTS I AND NAILED TO JOISTS POSTS SHALL BE CONTINUOUS(BLOCKED SOLID)BETWEEN WALL PLATES AT FLOOR CH D BY: MLP = FULL HEIGHT STUD WALL 2x RIM FRAMING SUPPORTING BEAM. JOIST JOISTS-SEE f 2x RIM `' / LVL-SEE PLAN�I J FLOOR JOIST DATE: 01/09/19 DETAIL NUMBERS AT POSTS UP OR DOWN INDICATE DETAILS ON S4 FRAMING PLAN JOIST I JOISTS-SEE SEE PLAN FRAMING PLAN INTERIOR LOAD BEARING WALLS OPTIONAL PLYWOOD F-1 rnmo GUSSET O EACH BRIDGING OR SOLID �SECTION AT DROP LVL BEAM g g ATTIC FRAMING PLAN PROVIDE NOTCH RAFTER PAIR PROVIDE 2x6 COLLAR TIES — — — ®48" MAX. O/C(EVERY THIRD RAFTER)AT ALL 32 u\ y w IN RAFTERS AT BLOCKING 8'-0" �J SCALE: NONE / SCALE: Y'= 1'-0° SIMPSON H2.5A OPPOSING RAFTER PAIRS IN THE UPPER THIRD OF THE RAFTER SPAN. a RIDGE BEAM O/C MAX- TYP a0 EACH TO BEAM RAFTER �ZWALL DETAIL L WALL DETAIL PROVIDE SIMPSON H2.5A HURRICANE TIES AT ALL RAFTER TO TOP PLATE CONNECTIONS 2(2-1 12 LEDGER BOLTED WITH IN S2 SCALE: NONE SCALE: NONE LEDGERLOKS PER STUD C, 3 RR ROOF FRAMING PLAN ON LRU RAFTER HANGER ' �• RIDGE BOARD -SEE ' f ROOF RAFTERS-SEE _ \ SCALE Y - 1-0 <Q FRAMING PLAN FRAMING PLAN °° ` - 2x FLAT SIMPSON A35 AT EA. o l I R SEE ARCH DWGS ,_."I _ ....._- /qFOR RAFTER 2x4 FOR CEILING - CUT �RAFTER TO 2x FLAT Q PITCHES LVL RIDGE ' f RAFTERS A LOAD zSUPPORT(V.W.A.) BEAM-SEE PLAN�" / CONNECTION--- ` �``BEARING WALL BELOW WALL o Li � H TYP. RIDGE BEAM INSTALLATION SOLID BLOCKING BETWEEN PROVIDE 12" MIN. -SET RIDGE JUST BELOW BOTTOM �d OF RAFTER CUT-TYP. 53 SCALE: NONE H a Pq RAFTERS ALONG LENGTH OF LAP&8-16d NAILS AT PORCH ROOF �o cnp BEARING WALL. ATTACH TO TOP HURRICANE 71E5 AT ROOF FRAMING DETAIL S3 SCALE: "=1'-0" TYP. RIDGE BOARD SECTION 6-16d PLATE W/8d®6"0/C EACH RAFTER TO Pq ' .. SIMPSON H2.5A S3 SCALE: NONE S3 SCALE: NONE NAILS MIN. WALL/BEAM CONN. INTO ®EACH RAFTER TO TOP PLATE �" AIR SPACE{EXCEPT WHEN + 1" MIN. TO 2'MAX. PLYWOOD SHEATHING LOADED FROM ABOVE-BLOCK SOLID 8"PER"H` CEILING JOIST AIR SPACE i PROVIDE ) STRUCTURAL LVL BEAM-SEE FRAMING A - SUB-FLOOR PLAN FOR SIZE FRAMING ABOVE NOT MOWN FOR CLARITY SIMPSON H2.5A - BIRDSMOUTH CU POST UPI j No.41143 ®EACH RAFTER IN RAFTER -TYP. TO RIDGE JOIST HANGER _ VLCEILINGJOIST 2-SIMPSON ST2215 STRAP TIES ROOF BEAM TO TOP PLATE - LVL-SEE PLAN LVL-SEE PLAN FLOOR JOIST fii!!ii FLOOR JOIST ®POST TO BEAM CONNECTION i PROVIDE PLYWOOD TO EXTEND T TO SEE PLAN ;,flf SEE PLAN �I {, TOP OF TOP PLATE-TYP I: CEILING �. 01.09.19 TRIM/NOTCH SIDES OF POST(IF BIRDSMOUTH CUT l ijJOIST HANGERS REQUIRED)TO ALLOW FLAT 2-SIMPSON ST STRAP AT IN RAFTER-TYP. OVER HANG PER ATTIC & ROOF _ J SEE PLAN--- -LVL-SEE PLAN (STRAIGHT)INSTALLATION OF� ALL POST TO ROOF BEAM PROVIDE BIRDSMOUTH CUT IN RAFTER -TYP. - ARCH. DWGS FRAMING PLAN &STRAP ON EACH SIDE-- A CONNECTIONS — SIMPSON HANGER CH NOTES: DETAILS 2x8 LEDGER BOLTED - PROVIDE TWO INCH 1. STRAPPING FOR CEILING SHALL EXTEND 1/4"MIN. POST-SEE FRAMING POSTS-SEE PLAN FOR SIZES DETAIL PER IRC 2015 FIGURE R602.10.8.2(1) W/2-5"LEDGERLOKS FLAT CUT IN RAFTER TO BELOW BOTTOM OF LVLs. PLAN FOR SIZE � WALL BELOW— PER SCHEDULE 4/S1 SUPPORT HANGER 2. DO NOT ATTACH STRAPPING TO BOTTOM OF LVLs DETAIL A-A BLOCKING IS NOT REQUIRED OVER DOOR AND WINDOW OPENING L- LVL HEADER SECTION AT FLUSH FRAMED LVL W/ WOOD JOISTS TYPICAL RIDGE/ROOF BEAM TO POST CONNECTION Fm—)TYPICAL RAFTER TO TOP PLATE DETAIL �IRAFTER DETAIL AT BEARING WALL TO ROOF ROOF FRAMING DETAIL S2 SCALE: NONE S5 53 SCALE: NONE S3 SCALE: NONE SCALE: NONE S3 SCALE: NONE CONTRACTOR TO CONTACT McBRIE, LLC AT 978-646-0097 FOR A 1NAL xRA111NG INSPECTION PRjCR TO INSJLATH]N BEING INSTAI.1_FID B NO. DATE REVISIONS SIMPSON Z-MAX Q° �Sz Q f COLUMN SCHEDULE HANGERS 3- x2 10 P.T. __�_ I C2 4 O.D.ALLY 5x5 LALLY CAP SPRINGFIELD PL SIMPSON LCC -� 1- f - c I MARK N�"O.D. LALLY 5 5AALLYA AP 5x.5 ALLY AP SIMPSON MCC CAP a a O O II 1 7 - 2x10 P.T. LEDGER L M)SCII O'T1Z N BOLTED WITH LLL D'CK TEII W n iI S2 ' I DETAIL 4 KS PER 53' I I i 2-:x10 FLL SH FRA ED III, DETAIL 4/St , I -- �I v_�' I W 2-2x6 NO# -+ * 3-2x6 HDR _2-2xT0 _ JPSL POST SCHEDULE - i Of o MARK SIZE _ f.� / ,g ~ N K O W rn P1 Xx3Kt"PSLo S3 O C, =. �y� xa t� l�i J I P2 37�"%5/4"PSL N' L,�Q \ N dR u LLB (� Q 31 _ IY 0 P3 Wrx7" PSL J J 1T�o ��J_ Q Y -Y � q I■ P4 5Yi x5Y"PSL L S I r a DOUBLE 0FR I -�-�"�' W Z O Z !0 P5 5Y"x7" PSL S3 m m o ■ W Z 3-1 16"LV1 0 J IN P6 7"x7" PSL j ; _r _1 �I x9�LV�s -- i -� ---4---------- LL �- F2 DO I �0pF7t i - WALL OVE DOUBLE UNDER JIL w I a - r Go f W LL ABOVE N m o IL x6 JA�SC S OJD i AL D �+ F2 � - r6 FUtL H•]GH1 � f�. I r D A E�:H GAI1>tiGE j L'I l E R ;UPL'OR - TYP Q O a 2-1 x LVLs JI �, J__ } Li FLL H ANLD .... 1 2-I 6..�i..- z Z O bt Ga T 2x10 P.T. LEDGER y VLs " 1 y3{ry B It 4% Q //1 p 0 BOLTED WTH C A I Q U W LEDGERLOKS PER l Q 2e L ��FOOTING&CONC. PIER DETAIL 4/S1 -�r - - 5-1 'xT1Y�°LVLs-FLHIMii-FRAMED----------- --- 1 Q BY OTHER TYP, a } J Gp+A ! �,�L I _ - - - - - _2r10 H 17 ` u-� - L- 1f�ur!�-Y N m O � - C T -, - e S3 ELPC�SN SIMPSON CAPS AT _h. __ �_.:... � O J rc l �+�05 s T CONNECTION TYP. 4t _ �n L A L J �- 2211=�.r4HTl9oLs` - r- —_�', ��p� PROVIDE SOLID BLOCKING - - y SECOND FLOOR JOISTS SHALL BE 2x10 0 16"O/C BETWEEN JOISTS AT BUTT SPLICE BEAM FIRST FLOOR JOISTS SHALL BE 2x10®16"O/C U.N.O. ON FRAMING PLANS x J U.N.O. ON FRAMING PLANS CANTILEVERED ENDS AT q OF POST 4 ' EXTENTS OF CONCRETE DECK JOISTS SHALL BE 2x10 P.T. 0 16'O/C S2, rFOUNDATION WALL BEYOND PROVIDE JOIST HANGERS AT ALL FLUSH FRAMED LOCATIONS. DO NOT USE 1W LONG NAILS IN HANGERS STAIR 1S`AIRSPACE UNLESS SPECIFICALLY REQUIRED BY SIMPSON STRONG TIE. SEE HANGER SCHEDULE ON S1 FOR HANGER STRINGER-SEE ARCH DWGS DRAWN BY: WH PROVIDE JOIST HANGERS AT ALL FLUSH FRAMED LOCATIONS. DO NOT USE IV LONG NAILS IN HANGERS UNLESS SPECIFICALLY REQUIRED DESIGNATIONS NOT SHOWN IN PLAN. 2x6 P.T. KICKER W/4-VO 12" CHICO BY: MLP BY SIMPSON STRONG TIE. SEE HANGER SCHEDULE ON S1 FOR HANGER DESIGNATIONS NOT SHOWN IN PAN. r LONG GALV.ANCHOR BOLTS® DATE: 01/D9119 ■ = HEADER POSTS PER S1 OR 3-2x4/3-2x6 MINIMUM BEAM SUPPORT POSTS UP &DOWN UNLESS 12"0/C(3 ANCHORS MIN.) BEAM POCKETS SHALL PROVIDE FOR 4" MIN. BEARING LENGTH AND SHALL BE SIZED FOR THE WIDTH AND HEIGHT OF THE PROPOSED BEAM. 1 OTHERWISE NOTED(ALL POSTS SHALL BE EQUAL TO OR WIDER THAN BEAM r WIDTH). ALL POSTS SHALL FINISH GRADE- PROVIDE PRESSURE TREATED TIMBER OR STEEL PLATES BETWEEN MAIN SUPPORT BEAM AND CONCRETE FOUNDATION(BEAM POCKETS). gEpM BE CONTINUOUS(BLOCKED SOLID)BETWEEN WALL PATES AT FLOOR FRAMING/SUPPORTING BEAM. ` 5�" 4 SEE PAN t :-.� .\.. �� o0 w ■= HEADER POSTS PER St OR 3-2x4/3-24 MINIMUM BEAM SUPPORT POSTS UP&DOWN UNLESS OTHERWISE NOTED(ALL POSTS SHALL INTERIOR LOAD BEARING WALL F BE EQUAL TO OR WIDER THAN BEAM WIDTH). ALL POSTS SHALL BE CONTINUOUS(BLOCKED SOLID)BETWEEN WALL PATES AT FLOOR I4< i FRAMING/SUPPORTING BEAM. P.T. SHIM DETAIL NUMBERS AT POSTS UP OR DOWN INDICATE DETAILS ON S4 a h� 3 NON-SHRINK GROUT .pETAIL AT EXT. STAR cT = INTERIOR LOAD BEARING WALL NOTE BEAM SUPPORT/INFILL OF BEAM POCKET SECOND FLOOR FRAMING PLAN S2 SCALE: "=1'-0" DETAIL NUMBERS AT POSTS UP OR DOWN INDICATE DETAILS ON S4 SHOULD NOT BE MULTIPLE 2x PT SHIMS SCALE: Y"= 1'-0" /►S�"��< v TYPICAL BEAM POCKET DETAIL FIRST W oFOP OR JO CLARITY STS T I�'� A w FIRST FLOOR FRAMING PLAN s2 SCALE: NONE U SCALE: Y" = 1'-O" BUILT-UPI BEAM 2x P.T. LEDGER BOARD BOLTED T.O.S. � +y 3 0 TOP PATE- SEE V.I.F. v} w WITH 2-ROWS OF 5"LEDGER LOKS BLOCKING AT ALL POST SCHEDULE FOR SIZE AT 16'O/C MAX(SEE DETAIL Sl —STUD WALL ABOVE 2x P.T.LEDGER BOARD BOLTED -[ STUD WALL ABOVE WALL PER DETAIL-2/S4 ��COLUMN-SEE PAN & H N o FOR LAYOUT) WITH 2-ROWS OF 5" LEDGER ABOVE 4AND SUB-FLOOR GLUED PAINT COLUMN BASE BELOW FLOOR SCHEDULE FOR FOR SIZE - MIN. -DOUBLE RIM JOIST DOUBLE RIM JOIST NAILED TO JOISTS2-6" LONG, "0 LOKS(WEDGE ANCHORS AS = LEVEL NTH 2 COATS OF ASPHALTIC DECKING 1 c 1ST FL SUB-FL. REQUIRED AT 16" O C RIM LALLY BASE PLATE OR STEEL BASE THRU-BOL': ) / \ MASTIC&WRAP COLUMN WITH Ys" nor -;rY �L-SEE ^^ PLATE PER SCHEDULE ON SKIM COAT c>* PROVIDE SIMPSON FLOOR JOIST ARCH. DINGS. rr,xud FLOOR JOIST JOIST w - ICI--JOISTS-SEE EXP. JOINT MATERIAL WHERE IT + 2-1PC6-S S.POST 2x PORCH JOIST SEE PLAN SEE PLAN FRAMING PAN ABUTS THE CONCRETE SLAB OF NON-SHRINK GROUT W/4- "0 NicNaeL L V PERHAM CAPS AT BEAM 2x DECK JOIST ANCHOR BOLTS 12"LONG&3"BEND, STRUCTURAL w CONNECTION TYP. = 2-2x6 PRESSURE TREATED a BRIDGING OR SOLID FLOOR FLOOR 3" THREADED PROJECTION NO.QTUR AT DECK BEAMS Z-MAX COATED JOIST WINDOW HEADER FLASH PER DIRECTION '' SILL ON SILL SEAL BOLT TO 1 -- BLOCKING B'-0" I HANGER SEE SCHED. SEE St OF ARCHITECT a ^� CONIC. WNO HOT DIPPED O/C MAX- TYP. c l ` GALV. ANCHOR BOLTS, 12 I h PRESSURE TENSION TIES SEE PANS ,'' FINISH GRADE Z o " 01'09-19 Lc. ®s'—o" o/c �AT PARALLEL JOISTS TREATED POST SIMPSON ABA66 52 SCALE: NONE o _�. VAPOR BARRIER FIRST do SECOND SEE PLAN Z-MAX FINISHED FLOOR FRAMING POST BASE OR EQUAL �T�ICAL WOOD JOIST SECTION AT EXTERIOR PORCH SEE SCHEDULEFOOTINGPLAN & DETAILS CONIC. PIER- BY OTHERS FINISH GRADE �S22 SCALE: NONE f SEE COLUMN SCHEDULE FOR TOP PLATE&BASE PLATE SIZES ELEVATION — TYPICAL INTERIOR COLUMN rB TYPICAL WOOD JOIST SECTION AT EXTERIOR DECK s2 SCALE: NONE 52 SCALE: %" = 1'-D" CONTRACTOR TO CONTACT McBRIE, LLC AT 978-646-0097 FOR A S2 FINAL=RAMING INSPECTION PRIOR TO INSIiLATION,50MG INSFAI_r GT] PSL POST UP LVL BEAM TO BEAR NO. DATE REVISIONS DIRECTLY ON PSL POST-, -ONTINUOUS DOUBLE FULL LENGTH BLOCKING SEE PLANRIM OR BRAND JOIST CONTINUOUS ALONG LENGTH] PROVIDE CUT-OUT PROVIDE CUT-OUT MSTA28 SIMPSON i rr — OF BRACED WALL PANEL !!!!!! IN VALLEY RAFTER IN VALLEY RAFTER STRAP BETWEEN TO ALLOW THE TO THE VALLEY 12' LONG G LVL DIRECTLY 1POST 0 BEAR LVL-TYP 1 �F� FRAMING I SIT FLY &TIGHT TO RAFTER TO SIT ALLOW RAFTER& AND POST D PERPENDICULAR PLATE FOR _ 0" MIN•' - ON POST - TIGHT ON POST PSL BEARING- PSL POST UP r TOE NAIL RIM TO TOP PLATE WITH TOE NAIL RIM TO TOP Bd 0 16"O.0 ALONG SHEAR WALL PLATE WITH Od 0 16"O.0 BUILT-UP SEE PLAN jl' ALONG SHEAR WALL HIP/VALLEY/TRIMMER BEAM/HEADER 2X6 O16' 0/C WALL PANEL INTERIOR WALL HIP/VALLEY -HIP/VALLEY RAFTER ` /TRIMMER /TRIMMER t EXTEND VALLEY TO TYPICAL PSL POST UP AT BUILT-UP 2x BEAM TO BE USED WHERE SPECIFIED ON FRAMING PLANS -16d 04"O.0 ALONG 16d 04"O.0 ALONG RAFTER �• RAFTER EXTERIOR WALL AND THAT LVL BEAM TO BEAR DIRECTLY ON POST SHEAR WALL PANEL INTERIOR SHEAR WALL ADJUST TOP PLATE I j sa SCALE: NONE TYPICAL PSL POST UNDER LVL BEAM -- — y 2x/PSL POST "I -2x PDST 2x POST PSL POST UP sa SCALE: NONE .I I 11 TYPICAL HIP/VALLEY-/TRIMMER RAFTER TO POST CONNECTION DETAILS- o m SEE PLA 54 SCALE: NONE PSL POST UP IT PSL POST TO BEAR DOUBLE CONTINUOUS L- -I Lu 1 PSL POST 0 BEAR SEE PLAN DIRECTLY ON LVL-TYP. RIM OR BAND JOIST FULL HEIGHT BLOCKING— 0 IQ J 12" LONG LVL ' DIRECTLY LVL-TYP. CONTINUOUS ALONG LENGTH W of�Q PLATE FOR 10' FOUNDATION OF BRACED WALL PANEL PSL BEARING Ff'' 0' MIN. ADDITIONAL FRAMING ATTACH EACH SIDE OF BOTTOM BEAM AND POST WF BEAM -SEE FRAMING Q p CONTINUOUS DOUBLE RIM MEMBER DIRECTLY ABOVE FLANGE TO PSL POST WITH X-0, PLAN FOR SIZE LLd z Z RIM JOIST BETWEEN POSTS-----BLOCK SOLID LVL FLOOR OR BRAND JOIST - SHEAR WALL 6"LONG(MIN.), LAG SCREW (} 0 J BEAM-SEE PLAN WIF... I I BEAM SHALL BEAR 0 FULL DEPTH Of PSL POST Q PSL POST�T PROVIDE JDIST OR DOWN-SEE PLAN COLUMN &TOP TBLOCK EITHER SIDE TOE NAIL RIM TO TOP PLATE WI TOE NAIL RIM TO TOP PLATE WITH PLATE-SEE PLAN . OF PSL POST FOR J1, 8d 0 16" O.0 ALONG BRACED 8d 0 16'O.0 ALONG BRACED i, &SCHEDULE SHEATHING SUPPORT - WALL PANEL - WALL PANEL PSL POST-SEE J - __ INTERIOR PSL POSTS TO BEAR DIRECTLY ON LVL RACED WALL PANEL BRACED WALL PANEL FRAMING PLAN FOR SIZE 2 TYPICAL PSL POST UP &,. DOWN DETAIL SUPPORT BEAMS BELOW-NOT ON WALL PLATES OR ANY 3-16d 0 16"O.0 ALONG W d 0 4"O.0 ALONG SHEAR S4 SCALE: NONE 2x MATERIAL-PROVIDE LVL PLATE WHERE REQUIRED BRACED WALL PANEL WALL PANEL WF WEB BLOCKING&FLOOR FRAMING NOT SHOWN FOR CLARITY r6-ITYPICAL PSL POST UP AT LVL DETAIL o PSL POST UP sa SCALE: NONE I 14�WF REAM TO PSI POST BEARING DETAIL_ Z Z a T� SEE PLAN — q" D ",54:'SCALE: 3/4" = 1'-O" O 0SLPOST TO BEAR PSL POST UP 2x BLOCKING SET T1GHT - - CONTINUOUS DOUBLE RIM --ADDI110NAL FRAMING (nRECTLY ON LVL-TYP. SEE PLAN TO PSL ON ALL SIDES OR BAND JOIST MEMBER DIRECTLY BELOW WALL 0Q12' LONG LVL " FLOOR JOISTS LVL SPREADER PLATE SEE FRAMING PLANS FOR SIZE Q > Z PNAILER SL BEARING - -0" MIN. SEE PLAN---- . FOR PSL BEARING FULL LENGTH BLOCKING O Q a J111 0 16" O.0 ALONG SHEAR WALL m 0 IT m LLJ FOUNDATION WALL + WF BEAM C2x NAILER SEE PLAN 12" TOE NAIL 3-8d NAILS AT S43TYPICAL P$L POST UP AT FOUNDATIN WALL - EACH BLOCKING NUMBER . SCALE: NONE TYPICAL PSL POST UP AT WF BEAM I—SHEAR WALL S4 SCALE: NONE 3-16d AT EACH PSL POST UP BLOCKING MEMBER DRAWN BY. WH SEE PLAN I CHICO BY: MLP DATE: 01/09/19 PSL POST 0 BEAR .._.,._ DIRECTLY LVL-TYP. 2-16 NAILS EACH SIDE n n 12" LONG LVL �j� _0° MIN. -FULL HEIGHT BLOCKING 0 16'O.0 ALONG o o PLATE FOR SHEAR WALL �-' v U PSL BEARING—, _II— -1 -SHEAR WALL FRAMING DETAILS T RIM _BLOCK OLD Sa SCALE: NONE rn m 3 JOIST ff -SETWEE (POST / N 1 FOUNDATION WALL'° I �< e :. \ o a° u z�< TYPICAL PSL POST UP AT FOUNDATION �o S4 � SCALE: NONE 2x STUD > 5 o�z SUBFLOOR GLUED 2x FLOOR JOISTS —POST FROM ABOVE AND NAILED TO SEE FRAMING PLANS SEE FRAMING PLANS � OFMgq n FLOOR JOISTS FOR SPACING FOR SIZE-7 O MICH-L N REMOVE SUBFLOOR RU U �• &BOTTOM PLATE ST.'G41`FLIL w NAIL RIM BOARD TO 1 AT LALLY COLUMNS TOP&BOTTOM OF &PSL POSTS FLOOR JOIST 1 01-09-19 EQUAL OR GENERAL DETAILS f POST BELOW. GREATER THAN SEE FRAMING RIM JOIST- TYP. PLANS FOR SIZ POST ABOVE DEPTH SHALL MATCH TOP PLATE OF POST BELOW. FLOOR JOISTS. WALL BELOW SEE FRAMING PLANS FOR SIZE RIM JOIST INSTALLATION DETAIL 10 TYPICAL FRAMING DETAIL AT NON-PSL TIMBER POST S4 SCALE: NONE S4 SCALE: NONE CONTRACTOR TO CONTACT McBRIE, LLC AT 978-M-0097 FOR A S4 KINAI FRAMiNfi INSPPCTIDN PRIOR TO INSULATION BENG INSTALLED