PF_Salem,MA(Full set)_01.24.2020_Client and Permit55" LCD TV'SRE: A-300= no critics432EXIT+/-17'-7"
BOTTOM OF DECK (V.I.F.)
14'-3"TOP OF WALL COVERING
AND BOTTOM OF PAIN P-9
+/-15'-8"
BOTTOM OF JOISTS (V.I.F.)
9'-6"
B.O. TV TRUSES 55" LCD TV(CLUB COM)RE: A-30055" LCD TV(CLUB COM)RE: A-30055" LCD TV'SRE: A-30055" LCD TV'SRE: A-3009'-6"B.O. TV TRUSES
TV TRUSSELEVATIONA-703INTERIOR ELEVATION @ TV TRUSSES1/4" = 1' - 0"1DATE ISSUEDATEREVISIONPROJECT INFORMATION:DRAWING TITLE:DRAWING NUMBER:PROFESSIONAL SEAL:01/24/2020CLIENT / BLG DPTSUBMITTALPROJECT NUMBER: 4335-19DRAWN BY:BMREVIEWED BY:AG/MSTOTAL SQ. FT.: 20,358DATE:01/24/2020PLOT SCALE: 1:1 PROJECT: PLANET FITNESS LOCATION: SALEM, MA PROJECT NO.: 4335-19LOCATION:ARCHITECTURAL SEAL:THIS DOCUMENT IS THE PROPERTY OF THEOWNER AND IS NOT TO BE USED WITHOUT THEIRWRITTEN PERMISSION.ARCHITECT OF RECORDENGINEER OF RECORDHAWTHORNESQUARE29 TRADERS WAYSALEM, MA 01970
65.8PARKING LOTSIDEWALKGYMCORDINATE FINISH WITH ARCH. PLANS17' - 0"1' - 8"REMOVE EXIST. ROOF BALLASTSIMPSON STRONG TIE SSC2.25 OR APPROVED EQUAL (SEE NOTE)9' - 0"NOTE:SSC2.25 CLIPS TO BE 16 GAGE, SCREW PATTERN D, FASTEN TO STUDS WITH (4) #10 SCREWS, WELD TO ANGLE & W-BEAM WITH FILLET WELD ON 3 SIDES.EXIST. HSS. BEAMFOUR SCREWS ALL CONNECTIONS600T200-68 @ 16" O.C. TYPICAL ALL MEMBERS5/8" ROOF SHEATHING. ROOFING PER ARCH.S1ASimFASTEN TRACK WITH (4) #10 SCREWS @ 16" O.C. INTO DECK. INSTALL 16 GAGE PLATE ACROSS TWO DECK FLUTES TO ENSURE FULL CONTACT AT SCREWS WHERE REQUIRED. 56ABCXY5.81S127' - 0"27' - 6"22' - 0"22' - 6"2'-7" JOIST GIRDER (TYP.)EXIST. OPEN WEB ROOF JOISTS (TYP.)EXIST. 12" DIA. STEEL COL. (TYP.)EXIST. STEEL ROOF BEAM (TYP.)HSS6x6 COL. (TYP.)(SEE ARCH.)55' - 6 3/4" NEW PARAPET17' - 0"NEW ROOF INFILL FRAMING BEHIND NEW PARAPETEXIST. CMU WALL (TYP.)GENERAL STRUCTURAL NOTES:1. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER BEFORE PROCEEDING. 2. EXISTING CONDITIONS SHOWN HAVE BEEN BASED ON VISUAL OBSERVATIONS, AND IS NOT A RESULT OF AN IN-DEPTH INVESTIGATION INTO THE STRUCTURE ITSELF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING IN-DEPTH INVESTIGATIONS AND/OR TESTING WHEN UNKNOWN CONDITIONS ARISE. ALL DIMENSIONS RELATED TO THE EXISTING CONSTRUCTION ARE APPROXIMATE UNLESS OTHERWISE NOTED. BEFORE CONSTRUCTION, CONTRACTOR SHALL VERIFY THAT ALL PROPOSED DIMENSIONS AND DETAILS ARE COMPATIBLE WITH EXISTING CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITH, OR CONDITIONS THAT ARE NOT SHOWN ON THE DRAWINGS BEFORE PROCEEDING WITH ANY WORK.3. UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.4. IN THE EVENT OF A CONFLICT BETWEEN PLANS, SPECIFICATIONS, AND DETAILS, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY FOR CONSULTATION. IF CONDITIONS AT THE SITE ARE DIFFERENT THAN SHOWN, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED BEFORE ANY WORK IS PROCEEDED WITH.5. TEAM ENGINEERING ASSUMES NO LIABILITY AS A RESULT OF ANY CHANGES OR NON-CONFORMANCE WITH THESE PLANS EXCEPT UPON THE WRITTEN APPROVAL OF THE DESIGNER OR ENGINEER ON RECORD.6. TEAM ENGINEERING ASSUMES NO LIABILITY FOR WORK PERFORMED WITHOUT AN ACCEPTABLE PROGRAM OF TESTING AND INSPECTION AS APPROVED BY THE ENGINEER ON RECORD.7. SECTIONS, DETAILS, NOTES, METHODS, OR MATERIALS SHOWN AND/OR NOTED ON ANY PLAN, SECTION, OR ELEVATION SHALL APPLY TO ALL OTHER SIMILAR LOCATIONS UNLESS NOTED OTHERWISE.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING AND BRACING REQUIRED DURING CONSTRUCTION. TEMPORARY SUPPORTS REQUIRED FOR STABILITY DURING ALL INTERMEDIATE STAGES OF CONSTRUCTION SHALL BE REMOVED AFTER CONSTRUCTION AND ARE THE RESPONSIBILITY OF THE CONTRACTOR.CODE:1. ALL CONSTRUCTION SHALL FOLLOW LOCAL STATE BUILDING CODE, MANUFACTURER'S SPECIFICATIONS, AND WELL-KNOWN INDUSTRY STANDARDS. IF ANY QUESTIONS SHALL ARISE, THE DESIGNER OR ENGINEER ON RECORD SHALL BE CONTACTED.2. INTERNATIONAL BUILDING CODE 2015 (IBC 2015) AND THE REFERENCED STANDARDS INCLUDED THEREIN.DESIGN LOADS: 1. UNIFORM FLOOR LIVE LOADS: SEE FRAMING PLANS2. UNIFORM DEAD LOADS: SEE FRAMING PLANS3. SNOW DESIGN:A. GROUND SNOW LOAD, pg= 50 PSF B. FLAT ROOF SNOW LOAD, pf= 35 PSFC. ROOF SNOW DRIFT = SEE PLANSD. SNOW EXPOSURE FACTOR, Ce= 1.00E. SNOW LOAD IMPORTANCE FACTOR, I = 1.00F. SNOW THERMAL FACTOR, Ct= 1.004. WIND DESIGN:A. EXPOSURE CATEGORY = B B. BASIC WIND SPEED (3 SEC.), V = 130 MPHC. WIND IMPORTANCE FACTOR, I = 1.00D. OCCUPANCY CATEGORY = IIE. WIND PRESSURE, p = 30 PSF (ROOF PARAPET)STRUCTURAL TESTS AND INSPECTIONS:1. SPECIAL INSPECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH IBC CHAPTER 17.2. REMOVE AND REPLACE WORK WHERE TEST RESULTS INDICATE THAT IT DOES NOT COMPLY WITH SPECIFIED REQUIREMENTS. ADDITIONAL TESTING AND INSPECTING, AT CONTRACTOR'S EXPENSE, WILL BE PERFORMED TO DETERMINE COMPLIANCE OF REPLACED OR ADDITIONAL WORK WITH SPECIFIED REQUIREMENTS.SUBMITTALS:1. SUBMITTALS ARE SHOP DRAWINGS, DIAGRAMS, SCHEDULES, MATERIAL LISTS, AND OTHER DATA SPECIFICALLY PREPARED FOR THE WORK BY THE GENERAL CONTRACTOR OR ANY SUBCONTRACTOR, MANUFACTURER, SUPPLIER, OR DISTRIBUTOR TO ILLUSTRATE SOME PORTION OF THE WORK. 2. CONTRACT DRAWINGS ARE NOT TO BE REPRODUCED FOR USE AS SHOP DRAWINGS. 3. NO PORTION OF THE WORK REQUIRING A SUBMITTAL SHALL BE STARTED UNTIL THE SUBMITTAL HAS BEEN SATISFACTORILY REVIEWED BY TEAM ENGINEERING AND ALL OTHER PARTIES INVOLVED. 4. THE CONTRACTOR SHALL REVIEW, APPROVE, AND SUBMIT ALL SUBMITTALS REQUIRED BY THE CONTRACT DOCUMENTS. BY APPROVING AND SUBMITTING SUBMITTALS, THE CONTRACTOR REPRESENTS THAT HE HAS VERIFIED ALL MATERIALS, FIELD MEASUREMENTS, AND FIELD CONSTRUCTION CRITERIA RELATED THERETO.5. THE CONTRACTOR SHALL DRAW ATTENTION TO ALL DEVIATIONS FROM THE CONTRACT DRAWINGS AND INCLUDE REASONS FOR SUCH DEVIATIONS WITH THE SUBMITTALS. 6. PROVIDE SUBMITTALS FOR THE FOLLOWING ELEMENTS:COLD FORMED STEELCOLD-FORMED STEEL:1. FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE 2015 "NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL STRUCTURAL FRAMING" OF THE AMERICAN IRON AND STEEL INSTITUTE (AISI). 2. UNLESS OTHERWISE NOTED, ALL COLD-FORMED STEEL STUDS, JOISTS, TRACK, AND ACCESSORIES SHALL BE MANUFACTURED BY THE SAME MANUFACTURER AND MEET ASTM A1003 REQUIREMENTS FOR STRUCTURAL GRADE TYPE H MATERIAL WITH THE FOLLOWING PROPERTIES:16, 14, & 12 GA. Fy= 33KSI20 & 18 GA. Fy= 50KSI, CLASS I3. ALL COLD-FORMED STEEL SHALL BE HOT-DIPPED GALVANIZED TO A MINIMUM OF G-60 COATING THICKNESS.4. INDIVIDUAL STUDS AND TRACKS SHALL BE CLEARLY MARKED FOR DEPTH, FLANGE WIDTH, AND THICKNESS.5. REFER TO CLARK DIETRICH PUBLICATION "CURTAIN WALL/LIGHT GAUGE STRUCTURAL FRAMING PRODUCTS" FOR ADDITIONAL TECHNICAL INFORMATION AND ERECTION AND BRACING PROCEDURES.6. CARE SHOULD BE TAKEN TO AVOID WALL STUD KNOCKOUTS WITHIN 3" OF STUD ENDS AND/OR CONNECTIONS. USE MATERIAL FREE OF KNOCKOUTS WHERE NECESSARY.7. TORCH CUTTING OF MEMBERS OR HOLES IS NOT PERMITTED.8. UNLESS OTHERWISE NOTED, ALL TRACK AND STUDS THAT ARE DETAILED SHALL BE FABRICATED AS CONTINUOUS PIECES.9. ALL FASTENERS CONNECTING LIGHT GAUGE MEMBERS SHALL BE A MINIMUM OF NO. 10 SIZE WITH A MINIMUM OF (2) FASTENERS AT EACH LOCATION OR MORE WHERE SPECIFIED. SCREWS SHALL BE PLACED NOT LESS THAN 3/4" ON CENTER AND SHALL BE A MINIMUM OF 3/4" FROM THE EDGE OF LIGHT GAGE SURFACES. SECRUE STUDS TO TRACKS WITH (1) SCREW THROUGH EACH FLANGE.10. ALL TRACKS NOT CALLED FOR ON PLAN SHALL BE OF THE SAME GAGE 14 OR HEAVIER.ABBREVIATIONS:AHJ AUTHORITY HAVING JURISDICTIONAPPROX APPROXIMATECJ CONTROL JOINT OR CONSTRUCTION JOINT IN SLABCFS COLD FORMED STEELCMU CONCRETE MASONRY UNITCONT CONTINUOUSE/W EACH WAYE/F EACH FACEELEV ELEVATIONNTS NOT TO SCALEOC ON CENTERRTU ROOF TOP UNITUNO UNLESS NOTED OTHERWISEVIF VERIFY IN FIELDWWF WELDED WIRE FABRICSCALE: 1/4" = 1'-0"S11TYP. SECTIONN.T.S.S1ADETAIL ASCALE: 1/8" = 1'-0"ROOF FRAMING PLANHAWTHORNESQUARE29 TRADERS WAYSALEM, MA 0197001/24/2020CLIENT / BLG DPTSUBMITTALPLOT SCALE: 1:1PROJECT: PLANET FITNESSLOCATION: SALEM, MAPROJECT NO.: 4335-19-00/00/00(COMMENTS)DATEISSUEDATEREVISIONPROJECT INFORMATION:DRAWING TITLE:DRAWING NUMBER:PROFESSIONAL SEAL:PROJECT NUMBER:4335-19DRAWN BY:NRREVIEWED BY:DMTOTAL SQ. FT.:20,358DATE:01/24/2020LOCATION:ARCHITECTURAL SEAL:THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS NOT TO BE USED WITHOUT THEIR WRITTEN PERMISSION.ARCHITECT OF RECORDENGINEER OF RECORDROOF FRAMING PLAN & DETAILSS1