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Home My WebLink About361 Route 6A plans 381. REFER TO THE PROJECT SPECIFICATIONS AND THE STATE OF MASSACHUSETTS 1. ALL LUMBER 70 BE SURFACED DRY (S -DRY) AT A MAXIMUM MOISTURE CONTENT OF i i 19%, AND MARKED ACCORDINGLY. STATE BUILDING CODE FOR MATERIAL AND WORKMANSHIP NOT SPECIFIED HEREIN. 2. STRUCTURAL DRAWINGS SHALL BE USED IN,CONJUNCTION WITH ARCHITECTURAL, 2. ALL JOISTS., STUDS AND RAFTERS TO BEIHEM-FIR No. 2 OR SPRUCE/PINE/FIR, No. I MECHANICAL AND ELECTRICAL DRAWINGS AND SPECIFICATIONS. OR No.2 GRADE MARKED, WITH Fbm875 PSI AND E=1,400,000 PSI MINIMUM. 01 1p� AU1 I JIV 4111"k1twil j km;,l jill'k-10.1 6. THE GENERAL CONTRACTOR SHALL � FURN:SH AND PLACE ALL NECESSARY SUPPORTS8 REVISION DATES WETHER TEMPORARY OR PERMANENT, AS REQUIRED FOR THE SAFE COMMENCEMENT OF THE Rus ti" c E Ceg an c e CUSTOM DESIGNED AND HAND CRAFTED MILLWORK, CABINETRY & CONSTRUCTION g fu I- j-, rr - tUK I ML VAUU1 I T Ur I ML ZU0bVKrAL;L WNW 1 1URb A I I Mt bi I r- 1 rit AULWVPA;T Vr I ML EXISTING SOILS TO SUPPORT THE PROPOSED FOUNDATIONS SHALL BE VERIFIED. T ARE INSTALLED. 9. IF ROCK IS ENCOUNTERED. EXCAVATE V-0" BELOW BOTTOM OF FOOTING. PROVIDE GRAVEL FILL COMPACTED TO 95% DRY DENSITY AS DETERMINED 13Y THE MODIFIED PROCTORi IN THE FIELD, IN ADDITION TO AN APPROVED TESTING LABORATORY, SELECTED BY THE! S.E.R. AND PJMD FOR ITY THE OWNER. S. ALL EXTERIOR WAM SHEATHING TO BE 1/2" K C -D 244/0 APA INTERIOR WITH[ THIC METHOD. 2. IT IS 711E RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL TESTING NOTIFY THE AGENCY IN A REASONABLE TIME.1 EXTERIOR GLUE, GRADE MARKED. FASTEN TO STUDS WITH Od NAILS SPACED AT 6 O.C. 361 MAIN STREET YARMOUTH PORT, MA 02675 ALONG PANEL EDGES AND AT 12" ox. ELSEWHERE BFJNFO'Fn% M I' UNIFORMLY DISTRIBUTED FLOOR LIVE LOADS: 9. ALL FLOORS TO B ED WITH 3/40 THICK SUBFLOOR-UNDERLAYMENT. GROUP 11* SHEATH LIVING SPACES --------------- 40 PSF APA INTERIOR TONGUE ND GROOVE EDGES. � ALL UINDERLAYMENT TO BE GWED,WITH SLEEPING ROOMS -------------- 30 PSF CONSTRUCTION ADHESIVE, WHICH CONFORMS TO APA PERFORMANCE SPECIFICATION AFG-01. TITLE: Structural Notes 2. CONCRETE SHALL HAVE A MINI411AUM COMPRESSIVE STRENGTH AT 28 DAYS OF STAIRS 40 PSF 3000 PSI (irc). DECKS AND BALCONIES ------ 40 PSF 10. ROOF SHEATHING INSIALLATION NOTES: UNIHABITABLE ATTIC ------------ 10 PSF PANELS � TO BE LAD UP WITH LONG DIMENSION ACROSS RAFTM/TRUSSES WITH EACH COURSE LAPPED! WITH THE COURSE BELOW. 2. ROOF WE LOAD- ALLOW MINIMUM OF 1 / 16- SPACE AT END JOINTS, AND 1/8- SPACE AT INSPECTION OF AN APPROVED TESTING AGENCY. GROUND SNOW LOAD Pn 3D PSF, MINIMUM FLAT ROOF SNOW EDGE JOINTS. DOUBLE THESE SPACES IN HUMID CONDITIONS., PROVIDE PLY -CUPS BETWEEN RAFTERS AT ALL EDGE JOINTS. NAIL WITH SCALE: 5. GROUT UNDER COLUMN BASE PLATES AND UNDER OTHER SWING PLATES SHALL BE: NON -SHRINK, NON-MErALUC GROUT W17H A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI I= Pf :1�= 25 PSF AbBITIONAL LOADINGS DUE TO SNOW DRIFT DWO NO: S-107 APPUED IN ACCORDANCE WITH THE STATE BUILDING CODE OF SP`6RAL NAILS: NNLS SPACED 0 6* O/q AT END JOINTS. (f "c) AT 3 DAYS. THE COMMONWEALTH OF MASSACHUSETTS. NAILS SPACED 0 12* O/C AT INTERMEDIATE SUPPORTS. - r NLESS 6. ALL KEYS SHALL BE 2 x 4 OTHERWISE SHOWN 0 640MINAL H DRAWINGS- FIELD USE NOTE: THRINFO ITUION CONTAINED IN THESE D"RTA GS ARE FOR RE RENCE ONLY. ALL DIMELiSIONS pDONTAIN&D MUSt BE VERIBED IN THE FIELD. AN_Y DISCREPANCIES MUST BE RCLAYED TQ THE BUILDER1 3. WIND LOAD: 11. ALL JOISTS LOCATED UNDER PARTITIONSIO BE DOUBLED. ORIGINAL SIZE: SHEET NO: 40 OF 43 vult 1140 MPH 12. ALL STRUCTURAL LAMINATED OR PREFABRICATED MEMBERS (M.L. OR L.V.L) 'TO BE FABRICATED OF MATERIAL FOR Fb=2.600 PSI AND E=1,900.000 PSI OR GREATER � AS MANUFACTURED BY THE � TRUS-JOIST CORP. OR GEORGIA PACIFIC OR APPROVED EQUA. EULINDATIONS 13. BEAMS MADE UP OF MUL*nPLE MICRO -LAMS OR LWS TO BELFASIENED USING 2 1. FOUNDA71ONS SHALL BE CARRIED TO FIRM UNDISTURBED OR ENGINEERED MATERIALS ROWS OF FASTENMASTER TRUSSLOK FASTENERS AT 12'* O/C (STAGGERED). ALL NAILING TO BE IN OT CAPABLE OF SUSTAINING A BEARING PRESSURE OF 1.5 TONS PER SQUARE FO TO BE ACCORDANCE WITH THE AP PUCABLE BUILDING CODE NAILING SCHEDULE.1 VERISED ON THE JOB. i FILL MATERIALS ON SITE, WHEN REMOVED, SHAM � BE REPLACED WITH APPROVED ENGINEERE:D nu... PLACED IN 6" UFTS AND COMPACTED TO 95% 14. ALL CONNECTING RDWARE AND FASTENERS TO BE SIMPSON BRAND OR APPROVED MAX14NAUM DRY DENSITY AS DETERMINED BY ASTM D-1557. EQUAL, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. FOOTING EXCAVATIONS SHALL BE FINISHED 13Y HAND, PROOF ROLLED WERE REQUIRED AND SHALL BE APPROVED BY THE GEOTECHNICAL ENOINEER BEMRE THE PLACEMENT OF CONCRETE. 3. NO FOO-nNGS 10 Es PLACED IN WATER OR ON FROZEN GROUND. A. AM STRUCTURAL 11MBER TO CONFOR THE LATEST EDITION OF NFPA M To "NATIONAL 4. BOTTOM OF FOOTING ELLVATIONS SHOWN ON THE DRAVANGS ARE PROVISION& UNTIL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND ITS SUPPLEMENT "DESIGN VAWES FOR WOOD CONSTRL=ON'% CONDITION OF THE SOIL IS VERIFIED IN THE FIELD AT ALL LOCATIONS. 5. BACKFILL SHALL BE�, PLACED TO EQUAL ELWATIONS ON BOTH SIDES OF FOUNDAMbN B. PROVIDE DOUBLE STUDS (MINIMUM) UNDER ALL HEADERS OR BUILT UP BEAMS UNLESS WAULS. FOUNDATIONS WITH BACKFILL ON ONE SIDE ONLY SHALL DE SHORED OR HAVE OTHERWISE NOTED. SUCH STUDS SHALL BE M,ADE CONTINUOUS FROM THE POINT !,or PERMANENT ADJACENT CONSTRUCTION IN PLACE AND OF SUFFICIENT STRENGTH BEFORE LOAD TO THE FOUNDATION. BACKFILUNG. C. ALLTIMBER POSTS TO BE PROVIDED WITH PREFABRICATED METAL CAPS AND BASES S. IF WATER IS ENCOUNTERED, MACHINE EXCAVATE TO CORRECT LEVELS D INSTALL SEE DETAILS WHERE APPLICABLE. CRUSHED COMPACTED STONE OR LEAN CONCRETE;- TRENCH DRAIN AND PUMP WHERE REQUIRED. CONTRACTOR � SHALL PROVIDE CONTINUOUS DROMV.GE BY MECHANICAL METHODS; D. ALL LEDGERS TO BE, FASMED USING 2 FAsTENmAsTER LEDGERLOKS AT 16" O/C' TO CONTROL SURFACE AND UNDERGROUND WATER AS REQUIRED DURING CONSTRUCTION. OR 3/4- 0 EXPANSION BOLTS AT 16 O/C (INTO CONCREM. 7. CONTRACTOR SHALL� ENSURE THAT GROUND WATER L,6ELS UNDER ADJACENT STRUCTURES AND PROPERTIES ARE NOT LOWERED. S. THE OWNER, THE ARCHITECT AND THEIR CONSULTANTS ASSUME NO R PONSIBILITY COMM IfM ROAR f4i RAO Mf A001 11MANIJOr tUK I ML VAUU1 I T Ur I ML ZU0bVKrAL;L WNW 1 1URb A I I Mt bi I r- 1 rit AULWVPA;T Vr I ML EXISTING SOILS TO SUPPORT THE PROPOSED FOUNDATIONS SHALL BE VERIFIED. 9. IF ROCK IS ENCOUNTERED. EXCAVATE V-0" BELOW BOTTOM OF FOOTING. PROVIDE GRAVEL FILL COMPACTED TO 95% DRY DENSITY AS DETERMINED 13Y THE MODIFIED PROCTORi IN THE FIELD, IN ADDITION TO AN APPROVED TESTING LABORATORY, SELECTED BY THE! S.E.R. AND PJMD FOR ITY THE OWNER. PROJECT: BANKS RESIDENCE RENOVATION METHOD. 2. IT IS 711E RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL TESTING NOTIFY THE AGENCY IN A REASONABLE TIME.1 361 MAIN STREET YARMOUTH PORT, MA 02675 BFJNFO'Fn% M 1. ALL REINFORCED CONCRETE WORK SHALL CONFORM TO THE LATEST PROVISIONS OF THE AMERICAN CONCRETE INSTITUTE (ACI 318),AND TO THE MASSACHUSETTS STATE BUILDING CODE. IN CASE OF CONFLICT. THE STATE BUILDING CODE SHALL GOVERN. 1. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ESTABLISH AND MAINTAIN A PROGRAM OF STRUCTURAL QUALITY, CONTROL FOR THE PROJECT WITH REGARDSJO ALL STRUCTURAL SYSTEMS. THIS SHALL INCWDE TESTING AND INSPECTIONS WHERE NECESSARY. TITLE: Structural Notes 2. CONCRETE SHALL HAVE A MINI411AUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI (irc). 3- REINFORCEMENT SHALL BE NEW BILLET STEEL BARS AND SHALL CONFORM TO ASfM A-615 GRADE 60. DEFORMATIONS TO CONFaRM TO ASTM A305. WELDED WIRE FABRIC TO CONF7ORM TOIASTM A185. 1. REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INCLUDED IN THE STRUCTURAL DOCUMENTS. 4. CONCRETE SHALL, BE CONTROLLED CONCRETE, MIXED AND PLACED UNDER THE ISSUE DATE: 10.17.2022. INSPECTION OF AN APPROVED TESTING AGENCY. SCALE: 5. GROUT UNDER COLUMN BASE PLATES AND UNDER OTHER SWING PLATES SHALL BE: NON -SHRINK, NON-MErALUC GROUT W17H A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI DWO NO: S-107 (f "c) AT 3 DAYS. - r NLESS 6. ALL KEYS SHALL BE 2 x 4 OTHERWISE SHOWN 0 640MINAL H DRAWINGS- FIELD USE NOTE: THRINFO ITUION CONTAINED IN THESE D"RTA GS ARE FOR RE RENCE ONLY. ALL DIMELiSIONS pDONTAIN&D MUSt BE VERIBED IN THE FIELD. AN_Y DISCREPANCIES MUST BE RCLAYED TQ THE BUILDER1 PFtIOR TO TjjE INSTALLATION QF LIATERIALS ON SITE ORIGINAL SIZE: SHEET NO: 40 OF 43