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2003-751 (2) WTOM VIEW ( STOMER -- ROBERT OTE_09/09/03 REF DeckO3252 JC. • rCCNp=y � f�"�� a•4J N CO.sz CnC p REG , IVED p o, m Tt�i�6l OF QUEE SBURY p� CLco wC ; U D CODE B � ., 4tpc c p cti��.ro go I I c�� f Lid { G 06 LL () Zo J W Lu WQ co � .o CURTIS LUMBER COMPANY 885 RT, 67 BALLSTON SPA/CM715 1618 1 885.5311 EXT. 426 OR 526 BEAM LAYOUT CURTIS LUMBER COMPANY CUSTOMER -- ROBER'T 885 RT. 67 DATE 09/09/03 REF Deck03252 BALLSTON SPA/CM715 1 518 } 885-5311 EXT. 426 OR 526 7' 3 3/4". 7' 3„ A 1' 6 1/4" ,BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 19' 9" 3 9' 83/4" B 19' 90 3 9' 8 3/4" Post spacing is measured center-to=center. Depth of concrete footers_ --- 48 inches. CUT LIST CURTIS LUMBER COMPANY CUSTOMER -- ROBERT 885' RT. 67 DATE 09/09/03 REF Deck03252 BALLSTON SPA/CM715 f 518 l 885-53I EXT. 426 OR 526 E E A A A A A A A A A A A A A A A A A A A B D I G G H LABEL LENGTH BEVELS LABEL LENGTH BEVELS A ,lout (19) 15' 7 112" F cap 5' 5 1/2" B fascia 16' FO S45 F section 5' B ledger 15' 7 1/2' G cap 6' l° FO S45 C fascia 20' F45 S45 G section 5' 3" C ledger 19' 9" H cap 20' 9" F45 S45 D fascia 16' F45 SO H section 6' 5 3/4" D ledger 15' 7 112" I cap 16' 4 1/2" F45 SO E ledger 19' 9" I section 7' 9 1/4" PLAN VIEW CURTIS LUMBER COMPANY CUSTOMER -- ROBERT 885 RT. 67 DATE 09/09/03 REF Deck03252 BALLSTON SPA/CM715 ( .518 ) 885-5311 EXT. 426 OR 526� 20' cD 5' ti LOAD AND SUPPORT: Your deck will support a 58 PSF live load. Posts have 48" below-ground post support. DECK AND POST HEIGHT: You selected a height of 39" from--the top of decking to level ground. The top of the deck support posts will therefore be 28.25" above ground level. Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams, 12" center to center. NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct, for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design, and any substitutions or-modifications, is consistent with conditions at the construction site, review the design with your architect. Also consult. your architect for proper construction and use of materials in the structure. Be sure to follow the deck construction detail available from your store salesperson. STRESS ANALYSIS CUSTOMER: ROBERT DATE: 09/09/03 DESIGN: DECK03252 REF: SALESMAN # --------------------------------- --------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD ------------------------------:------------------------- -JOISTS 2X10 DEFLECTION 762 PSF 121N BENDING 445 PSF SHEAR 310 PSF COMPRESSION 367 PSF 310 PSF BEAMS 2-2X12 DEFLECTION 169 PSF BENDING 82 PSF SHEAR 69 PSF COMPRESSION 354 PSF 69 PSF BOLTS 1/21N SHEAR 1723 PSF 1723 PSF POSTS 4X4 STABILITY 317 PSF 317 PSF ------------------------------7 TOTAL LOAD 69 PSF DEAD LOAD 10 PSF LIVE LOAD 59 PSF ------------------------------------------------------- STRINGER 2X12 DEFLECTION 270 PSF BENDING 241 PSF SHEAR 184 PSF COMPRESSION 725 PSF ----------------------------------- TOTAL LOAD 184 PSF DEAD LOAD 10 PSF , LIVE LOAD 174 PSF ------------------------------------------------------