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45.23.1 - Proposed Decks Framing Plan
STRUCTURAL NOTES: FIELD VERIFICATION OF ALL DIMENSIONS REQUIRED 1. DESIGN LOADS: 40 PSF DECK LL, 40 PSF GROUND SNOW LOAD (TABLE 1607.1 780 CMR, ITEM 6 OR IBC 2009, CH 16 REQURE DECK LL TO BE EQUAL "OCCUPANCY SERVE" LL) 2. ALL LUMBER SHOULD BE OF CONSTRUCTION GRADE OR BETTER 3. USE PRESSURE TREATED WOOD UNLESS NOTED OTHERWISE 4. USE SIMPSON GALVANIZED HANGERS 5. TO CONNECT 2X BOARDS USE GALVANIZED OR STAINLESS STEEL NAILS OR SDS BY SIMPSON I 0 �o 2"X 8" (d ©y S`A 116.5"=9'10.5" 80.. = 6.8.. //-- 1�(/ V 1l p } 0 WEST DECK D10" STRINGERS 2 X 2"X 6" 2X2"X 8" 2"X 6" fd 16" O.C. SECTION A - A n as buil D10" T® �°€� OF )"P Jf, nor to fo r any furlREVIEWED FOR BUILDING AND ZONING CODE COMPLI- rubmitted ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF'AS BUILT' COMPLIAN'F. DATE: EAST DECK 1 101" = 8'5" 101"=8'5" 340.5" = 28'4.5" 101" = 8'5" PROPOSED DECKS FRAMING PLAN 128" 10'8" 164.5" 13'8.5" DRAWING: 2 BERDI CONSULTING 25 WAYLAND HILLS RD, WAYLAND MA 01778 T: (508) 308-9012 0 EAST DECK 2 an must be this department ation inspection - construction. L U eY- r; / t�'M 1�1 RINGERS =PTIC 68 CAMP STREET, WEST YARMOUTH, MA 0' 2' 4' 6' 8 I I i I I I I I DATE: 07/30/2014 SCALE: 1/8" = 1' ,g SEP 12 2814` 3 PAf�,ihlr AiT 6f ,g