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I i I I i . i : i i I 1 ; I- — ., • I- .-: I ; 1 i i •iti I I i ; I I ; z i ; I ; . ! : , , I '! 1. • I . i , , . - . .... ; ! .,. , ! , ! ! • ... ., . , [ 1 , i- , , :. , i : , i ........,... - i I ..........„„..,... ... ..., ; ; 1 1 . ; 7 ! ! 1 ; i 7 i 7 • i i .; . ; 7 CORROSION-RESISTANT -s" SO'' 'e"err FLASHING INSTALLED IN v� a.* -0 DECK JOIST PER o "= °� wy , �B' °• SHINGLE-FASHION FOR 7. DETAIL 1/S07,TYP E 0 II WATER TIGHTNESS _42, ('.3 a m E ^+� `°` WHERE DECK MEETS „ APPROVED JOIST TO s �'p EXTERIOR WALL n s BEAM CONNECTOR �� (R703.4] [R507.7) °° • My CEI HOLD-DOWN DEVICE s n WITH MIN 750 LB. 'w BEAM PLIES SHALL BE / �� CAPACITY AT 4 Wr FASTENED WITH(2) LOCATIONS,EVENLY ROWS OF 10D NAILS F DISTRIBUTED ALONG MIN AT 16"O.C.ALONG °:, DECK AND ONE WITHIN 24" EACH EDGE[R507.6] OF EACH END OF THE " DECK BEAM PER ® LEDGER. DEVICE SHALL ❑ �' a. BE INSTALLED IN DETAIL 1/S09 y - 4 ® - ACCORDANCE WITH 1<< a,_ �� _-- MANUFACTURER'S APPROVED BEAM TO IL� r• 1 — =` . RECOMMENDATIONS POST CONNECTOR W };yam (R507.2.4].SEE DETAIL [R507.7.1].SEE DETAIL 2/S06 FOR ALTERNATE — —--•— 3/506 FOR ALTERNATE c� ' a ,, CONNECTION �� CONNECTION W ©DECK JOIST PER �` ❑D�— DECK POST PER it r7' 0 z =`�` , DETAIL 21S07 DETAIL 2/S09 g 1 Lateral load connection 2 Joist to beam and beam to post connection o C. Tti SO4 NTS SO4 NTS m i N , -1i, - ❑D DECK POST PER r0 >, ©LATERAL LOAD DETAIL 2/S09 s," 1CONNECTION OR 2/S06 PER DETAIL APPROVED POST TO �/ FOOTING CONNECTOR Ve 8/11 2 ai FLASHING BETWEEN DECK INSTALLED IN a" AND EXTERIOR WALL PER ACCORDANCE WITH �� Mir p DETAIL 11SO4 MFR'S INSTRUCTIONS [R507.8.1] �� ©DECK LEDGER FINISH ® G FASTENING PER DETAILS GRADE 1/S08 AND 2/S08, ® fe/ STAGGERED AS SHOWN111 EFFECTIVE ., : -,y.- MARCH,2818 m a APPROVED JOIST HANGER T REVISIONS ,Z.. Ti N WITH DEPTH NOT LESS t-- NO. DATE f t "� tY THAN 60%OF JOIST DEPTH 0`W P-0 0 [R507.7 AND R507.5.1] Z O F❑LEDGER FASTENER g Z z Q DECK LEDGER(2x8 OO• Y SPACING PER v Nr MINIMUM)PER DETAIL �_m NOTE:SEE DETAIL DETAILI/808 ,— 1/S12 EQUAL TO OR F O 41S06 FOR to co I,- GREATER THAN THE DECK ALTERNATE POST Details JOIST DEPTH TO FOOTING E❑FOOTING SIZE CONNECTIONS PER 1/S10 3 ` Ledger connection 4 Post to footing connection SO4 NTS SO4 NTS sa4 1/2" (3) I/4"SCREWS EACH END MIN 6x BLKG IN/A35 CLIP EACH END "6851111111=111MiiiiiiMil RAIL POST CONNECTION: P = 2001bs,M = 200'(36') = 7,200h-Ib5 PLAN Ft = 7,200/3.75" = i,g20 1b5 V,3/6" = 243 Ibs/In(2) = 486 Ib5 EMBED, D = 1;420/456 = 3.95° BASE PL,Fla= 7,200/.111 In"3 = 6122 kst PRE-FAB ALUMINIUM POST® 6'-0" MAX " _`y LUS26 HNGR EA JOIST ADJACENT TO RAIL POST I 2x DECK'6 • BASE PL 3/8"x5"x5" YV/ (4)3/8"xb-1/2" LAG BOLTS AS SHOWN ► ►�1�atilR' dE 1 3 3/4 2X FLR JSTS PER PLAN . in MIN bx BLKG W/A35 +� o 0 CLIP EACH END P.T. BEAM PER PLAN P.T. POST PER PLAN D2 I`AIL COST/=LOOR GON\I FLRST6UARDRAILI SCALE: I" = I'-0" • E c AQ DECKING ER507.41: -(;whe, Tta, Tcri> r. Co((ec.<i,,.� 50vcr s,ete a e t g ..o size: 02x �t5tive-quarter 6 o M a, material: ❑preservative-treated $plastic composite ❑naturally durable (e.g. cedar) 'c 16 4 y i ti O orientation: perpendicular to joists ❑diagonal to joists , s M l' oS ©JOISTS ER507.51: size: 02x6 02x8 1K2x10 D2x12 spacing: ❑12 in. I '16 in. 024 in. span, Lj: 9 ft. - 10 in. cantilever: 2. ft. - 3 in. (Lj/4 MAX) rim joist: 02x6 02x8 ftx10 ❑2x12 ❑not applicable n BEAMS [R507.61: plies:120 02 03 2 V size: 02x6 02x8 02x10 02x12 04x6 04x8 04x10 ❑4x12 0 C x /0 4-S xz k��("t,..taa. g121 span, Le: it ft.- 3 in. o LJJ cantilever: t ft. - S in. (Le/4 MAX) a .> a cd ©POSTS ER507.81: c. H size: 04x4 04x6 , 6x6 ❑_x ° �" height: C ft. - in. m Ce N i (,) 0 FOOTINGS [R507.8.11: W t/f size: 25- in. Ctsquare mound m W thickness: 18 in. Le 0 EDLEDGER ER507.21: size: ❑2x8 11 2x10 02x12 5" Lta5e4.04._ fastener: 01/2"through-bolt 01/2"lag screw , code-compliant alternate (attach report) fastener spacing: in. on-center © LATERAL LOAD CONNECTION [R507.2.41: �' WIT 1' EFFECTIVE 4(4)750 pound hold-down tension devices(detail 1/SO4) MARCH,2018 0(2) 1,500 pound hold-down tension devices (detail 2/S06) REVISIONS Ocode-compliant alternate(attach report) NO. DATE 0 GUARDRAIL POST ATTACHMENT ER301.51: Odetails 1-3/S05& 1/S06 ode-compliant alternate(attach detail). , Project Specific NOTE:THE PERMIT APPLICANT SHALL PROVIDE THE PROJECT SPECIFIC DESIGN BY CHECKING THE APPLICABLE Information BOXES AND ENTERING THE APPROPRIATE INFORMATION ABOVE PRIOR TO PERMIT APPLICATION. Project Specific Information NTS S12 DICK'S EVERGREEN FENCE & DECK INC. CCB#108350 ... 124-(1-1._ SiJ itio44.-,i, Vigo Si- 4815 S.E.T.V. 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