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Plans (58) f , BIGz ;110 TM 11 13 do-it-yourself Designer Plan View Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci8n final del disero. EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacibn contenida en esta pagina esta conforme a los terminos en la negacion,situada en el extremo de este documento. Copyright©1989-2013 Edgenet,Inc. Page 4 of 24 Doc ID 2f6a81ff-c5ac-4a86-9542-1fc3213e7212 BILI il X do-it-yourself Deck DesignerTMoem PI Mil 1 Dimension View - Deck 1 _ ---27 ft III.—.11 — ►� _ _ t8 ft 2ft8in II ft4In —J ' I II 1 A 0 P 1 ii 1 II Deck I 27 ft Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimacit n final del diseno. EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaciOn contenida en esta pagina esti conforme a los tarminos en la negaciOn,situada en el extremo de este documento. Copyright©1989-2013 Edgenet,Inc. Page 5 of 24 Doc 10 2f6a81ff-c5ac-4a86-9542-1fc3213e7212 BIG do-it-yourself Deck DesignerTM Dimension View - Deck 2 13 ft A oo 00 -ti 1! 11111111.1111111111.11111111111.111111111.111111101111.111M11111111.11111.1111111111.11111111.11111111111 Deck 2 13 ft Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimacibn final del diseno. EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaciOn contenida en esta pagina esti conforme a los terminos en la negacibn,situada en el extremo de este documento. Copyright©1989-2013 Edgenet,Inc. Page 6 of 24 Doc ID 2f6a81ff-c5ac-4a86-9542-1fc3213e7212 al do-it-yourself Deck iil"'tr ., Post View - Deck 1 21i4 in 2f1Sinl 211,1 111 III I'"4' 1 1 I 7, I Warning and Important Instructions: This is not a final design plan or estimate.EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del disefo. EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta pegina este conforme a los terminos en la negacion,situada en el extrema de este documento. Copyright©1989-2013 Edgenet,Inc. Page 7 of 24 Doc ID 2f6a81ff-c5ac-4a86-9542-1fc3213e7212 BIGX do-it-yourself Deck Designer1M + Post View -Deck 2 IlN ■ Warning and Important Instructions: This is not a final design plan or estimate.EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC.no asurne ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaciOn contenida en esta pagina este conforme a los tarminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2013 Edgenet,Inc. Page 8 of 24 Doc ID 2f6a81ff-c5ac-4a86-9542-1fc3213e7212 BIGm do-it-yourself Deck DesignerTM X Joist Layout View I F ■ a ■ I 0 0 0 0 0 0 n n n n n n , 0550 - 5 - ^ _ n - ; - Note, A II JAI,and.cringer.pueing dimes,inn,arc men.ured In()('. Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. P P 9 P 9 1 Advertencia e instrcciones importantes: Esto no es un plan ni una estimacien final del disel o. EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacibn contenida en esta pagina este conforme a los terminos en la negacion,situada en el extremo de este documento. Copyright©1989-2013 Edgenet,Inc. Page 9 of 24 Doc ID 2f6a81ff-c5ac-4a86-9542-1fc3213e7212 EXTERIOR SHEATHNG CONT FLASHING WIDRIP EDGE BEHIND BUILDING EXISTING WALL PAPER OR WATERPROOF MEMBRANE EXISTING ZX DECKING OVER RIM(BAND) DECK JOIST 41111111.11,2X FLR JOIST 2X LEDGER EXISTING WALL (2)318"LAG SCREWS OR FRAMING OR (2)#14 WOOD SCREWS ORB�L CONCRETE WALL Wy"r'' (SHOWN DASHED) OR EQUAL SPACING"S" Figure 5—Attachment of Ledger Board to Band Board with Lag or Wood Screws (See Figure 11 for Spacing"S"). SPACING"S' JOIST SPAN (2)3!8"DIA LAG SCREWS (2)##14 WOOD SCREWS SIMPSON SDS 1/4 X 3 1/2" 0<SPAAN58` 7" 10' 16" 8'<SPANS t0" 5' 8" 16" 10`i SPAN,ac14' 4" 6' 12" 14"<SPAN 416% 3' 5" 9' Typical Deck Details revised 2/08 Page 12 of 27 (2}2X B 2 MIN. . $ , � 2.11?DIA.THRU �a 9 (2)2X BEAM ...,,- ' _ BOLTS AND POST TO BEAM ; ..... "*I' WASHERS CONNECTOR 4 X 4 MN 4X6 MIN. NOTCH POST TO ACCOMODATE BEAM Figure 20-Post-to-Beam Requirements Figure 21 -Post-to-Beam Requirements FOOTINGS See Table 2 or 3 for footing PRE-MANUFACTURED size and footing thickness and CAST-1N-PLACE Figure 22 for post attachment POST ANCHOR requirements. All footings 8"MIN1 shall bear on solid ground. Bearing conditions shall be r verified in the field by your local jurisdiction during the �►. 8„SQUARE ORfooting inspection, prior to placement of concrete. 18'" DIA. ROUND Footings closer than 3'-0" to the existing exterior house Figure 22-Typical Footing Detail wall must bear at the same elevation as the existing wall footing. Do not construct footings over utility lines or enclosed meters. Call 1-800-332-2344 before you dig. Premanufactured post anchors shall be galvanized with 1.85 oz/sf of zinc (G-185 coating) or shall be stainless steel. Post anchors shall be capable of supporting a minimum of 3,000 pounds. Where bracing is required by figure 14, the post anchors must be rated for horizontal (seismic) forces. Footings must extend below the frost depth for your area. See Table 4 for the frost depths in your county. Footings for freestanding decks (those not attached to the house) are not required to be placed below the frost line. Footings for freestanding decks may reduce the footing thickness to a minimum of eight inches. Note: Footings for decks constructed according to this handout shall not be placed on ground with a slope greater than 2 horizontal for every 1 vertical. Footings adjacent to the top of a retaining wall must be set-back from the top of the wall a distance equal to the height of the wall, or be placed below grade an amount equal to the height of the retaining wall. Typical Deck Details revised 2/08 Page 20 of 27 4X4 POSTS(PICKETS - SIMPSON HD2A HOLDOWN &RAILS NOT SHOWN W/(2)5/8"DIA GALV. FOR CLARITY) -- THROUGH BOLTS WI Wt,NASI-4BRS AT FAR SIDE I DECKING 1 t�1!f1 was►�+i (2)518'DIA GALV THROUGH 1 112"MIN. -FTInifir,r.j- ., BOLTS Wo WASHERS 1111.111 1 1t2"MIN. .; N.L., (3) lfxl NAILS AT EACH JOIST 2 X 8 MIN. DECK JOISTS \---- 2 X 8 RIM JOIST POST ON OUTSIDE Figure 24-Guardrail Attachment Option 1 ~~- 4X4 POSTS(PI SIMPSON HD2A HOLDOWN &RAILS NOT SHOWW/(2)518'DIA.GALV. FOR CLARITY} THROUGH BOLTS VW DECKING r WASHERS AT TAS.S' p ._ :+s 2)5/8711 41 1r-,.1 THROUGH 1 1f2" AIN. "' cTERS i 11/2"MIN. l' 166'.' INLESS STEEL '1 WS EACH JOIST 2X8MIN. 2XSRIM JOI DECK JOISTS RI ', . • IST ON OUTSIDE Figure 25-Guardrail Attachment Option 2 Typical Deck Details revised 2/08 Page 22 of 27