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Home My WebLink About95 Wilfin Rd plan 31 of 7 2 SDI co SDI FTG- l I i I 81 FTG-1 ! 1 SDI d 1 %o FTG-1 ■e I a I FTG-1 I OI a d a 1: co a7 a FTG-1 SDI l SDl 2" DUST COVER SLAB OVER 6 MIL POLY VAPOR BARRIER. n 4" THICK CONCRETE SLAB WITH 6x6-W1.4xW1.4 W.W.F. OVER 6 MIL POLY VAPOR BARRIER. DOWEL NEW POURED CONCRETE FOUNDATION WALL REBAR INTO EXIST. CMU BLOCK WALL. CONNECT REBAR TO CMU WITH SIMPSON STRONG -TIE OPTI-MESH SCREEN TUBE WITH SIMPSON AT TYPE EPDXY. (TYP) "1_")I, PROPOSED FOUNDATION PLAN E00 ol /4„ _ 1_011 LEGEND: GRIDUNE NUMBER DETAIL D(101 TOPS=E 11 NUMBER BOTTOM F=ORRWINGSHEEfNUMBER / �� SI00 SECTION TOFF=6EOTION NUM05i OTTOMS=pRRWING SHEtT NUMBER DIAMETER A307 STEEL ANCHOR BOLTS Q WITH3'x3" X 174'PLATE WASHERS WITH T MINIMUM EMBEDMENT INTO CONCRETE QSHEARWALLTYPE OSHEARWALL HOLDDOWN TYPE SHEARWALL HOLDDOWN — — SHEARWALL PERFORATE SHEARWALL CONTINUE PLYWOOD ABOVE AND BELOW OPENING WITH NAILING ACCORDING TO SPECIFIED SHEARWALLTYPE. RODE —111 AME ® BEARING WALL Rl HEADER OR BEAM SIZE J JACKSTUD K KING STUD K B.F. KING STUD (BALLOON FRAMED) O2 WINDOWTYPE ® DOOR TYPE CONTRACTOR TO REFER TO THE LATEST APPROVED BUILDING PLANS PREPARED FOR "JOHN & MARY BARRY, 95 WILFIN ROAD, YARMOUTH, MA", PREPARED BY T.P. ST. PIERRE DESIGN, FOR ALL BUILDING DIMENSIONS, ELEVATIONS, WALL LOCATIONS, AND WINDOW AND DOOR LOCATIONS AND TYPES, AND ALL EXTERIOR AND INTERIOR FINISHES. GENERAL STRUCTURAL NOTES: 1. ALL NEW CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE FOR ONE- AND TWO- FAMILY DWELLINGS, 8TH EDITION (780 CMIRIA AND ALL AMENDMENTS, WHICH IS BASED ON THE 2009 INTERNATIONAL RESIDENTIAL CODE. 2. THE SCOPE OF THE DESIGN SHOWN ON THESE PLANS IS TO PROVIDE A NEW ADDITION TO THE EXISTING RESIDENCE THE DESIGN SHOWN HEREON, IS BASED ON THE PROJECT NOT BEING DEED A'SUBSTANTIAL IMPROVEMENT", UNDER YARMOUTH BUILDING OFFICIAL'S REVIEW OUTLINED IN 20091RC SECTION R105.3.1.1. BASED ON THE PROJECT NOT BE94G A-SUBSTANTUIL RGWOVE ENT' , THE REQUIREMENTS OF 2009 IRC SEC. R322'FLOOD RESISTANT CONSTRUCTION', ARE NOT APPLICABLE. 3. THE DESIGN DOES NOT INCLUDE PROVISIONS FOR RETROFITTING THE EXISTING BUILDING TO RESIST THE CODE PRESCRIBED WIND LOADS THAT ARE APPLICABLE BASED ON THE BUILDING CODE REQUIREMENTS REFERENCED IN ITEM Y' ABOVE. THE STRUCTURAL RETROFIT FRAMING IS DESIGNED TO SUPPORT THE APPLICABLE CODE PRESCRIBED GRAVITY LOADS., AND TS NOT PART CF THE LATERAL FORCE RESISTING SYSTEM. IF THE SCOPE OF THE PROJECT IS REVISED FOR ANY REASON FROM WHAT IS OUTLINED ON THIS PLAN, THE DESIGN AS SHOWN HEREON SHALL BE NULL AND VOID. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPROVALS AND PERMITS PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL BUILDING OFFICIAL FOR ALL REQUIRED STRUCTURAL INSPECTKWS). IF THE BUILDING OFFICIAL REQUI ES TFIAT THE INSPECTION(S) BE COMPLETED BY THE ENGINEER OF RECORD,. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN THE IINWTOMP IS TO BE PERFORMED. THE CONTRACTOR SHALL INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE VISIBLE FOR INSPECTION. IF DURING THE INSPECTION, ANY PORTIOM OF THE SYAiYCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR INSPECTION, FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE GIVEN UNTIL THIS CONDITION IS CORRECTED ATTHEI CQNARACTTJRS EXPENSE. I 1 I g' 1 LUS28 (TYP.) x 8 FLOOR JOISTS' T 16" O.C. I a I I I I � � o 1 OU 0O LL EN 0� I I ,.. ~ x NQ ao I I N � J I I I I I I I, l c � tr I - I Ll N d 2 S200 PROPOSED FIRST FLOOR FRAMING PLAN 4 II _ 1 1-011 CONSTRUCTION SET 09-16-2022 NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY CONSTRUCTION AND OR SHORING AS REQUIRED TO SUPPORT EXISTING STRUCTURE DURING INSTALLATION OF NEW CONSTRUCTION AS OUTLINED HEREIN.