2001 ROCKEFELLER AVE 2023 Plans 2025-09-30

Description of Build %`1! Total Square footage of Deck Build,313.24 square feet. A.1 The choice of material for this project will be Pressure-Treated Lumber. The Decking material N%ill be composite. g p (mil l ttl i The follotting references have been annotated,thru out the design plans. Existing building 1 R507.3.1 Preservative-treated lumber.All lumber for decks shall be either naturally Flashing p durable,minimum No.2 grade dimension lumber and identified in accordance isith See detail*page F, 0-mt` C � EN �r T Section R5o2.1 or,preservative-treated in accordance with Section R317. for ledger O YA1 IONS All lumber in contact with the ground shall be identified as suitable for ground contact. attachment options (`P � 1J Decking ��(�I'�c./rfjok TABLE R507.5 MAXIMUM BEAM SPAN LENGTHS' IN J011 VAN ff t� CI .6 THAN 000 ox 2.24 -1 8.2 5r4 5,0 4.8 4-4 4.1 O 0 `- The Flashing required for both Ledgers connecting to the existing build will follow the exact sample of the illustration above. 2•2xI0 11-18 1" 0.2 N 7-9 7-3 8-10 R507.5 Flashing.Flashing shall be corrosion-resistant metal c, of minimum nominal o.oi inch(o.5 min)thickness or approved non-metallic material. 0 a 0 1-4 swftm pine 2.2x12___ 1 •11 i2• i 9.1b 9.1 841_ f! 9 pp 0 3 "° 3.218 8.1 741 6•11 W �5•D 1 5.5 _ 6.2 The placement of the lag screws will be identical as the C M illustration below. °o C Z O 00 2 N '' ) `0 1 /n 15-1 1 i � � r�a WI&S lit-Iirch , 4- •1 •1 TABLE R5079,1111 l~ r 81s8 f3 2.2x6 0 5.0 5.4 4.10 4,6 -1 1 M FASTENER SPACING ElBY>rNEB MST BPµ The Max Beam span for this project will be approximately 14 ft or 4.67 M, IL Lia L >117.1r ir 14' r 14-16' :1p1 4-. With The Beam Size consisting of a 4 in x 6 in. '. , 1'min. , , , woodplAd ' 2lf ItNTIW V EY. 211. 15' 1'.. '� C4 t �a a] 00 O TABLE R607.4 t+ 1'Mw.ewnee(ed 24' 18' 14' 17, 10' l)• 8' a MAXIMUM DECK JOIST SPANS FOR COMMON LUMBER SPECIES(ft.-In.)_ 3 MAXIMUM SPACING OF hAXIMUM SPACING OF + / U SPECIES• � DECK JOISTS NfITH NO D[?CK J TH • + W O .CAN In.1 +' 7-1 4 t • 1'tmwaod aroa 1� 24' 18' 14' 12, Q 9' 8' U H c0v W 04 W 71 2 x 0 13• 12 1 13-2 10 9 164 10.2 t �v � + h„ tA, $QuQlgr(tyJn@ 2 1 tf- f i 1 15.8 J34 - t�oarwOp, YK. 1p6 iR. iE. r�1. dY. 2k12 1d0 1 1 s 1 in.o 1 2 x ee s s 4.e r�z ea 3 13 son enthas 3B' 3�' 34' DoMlas h.larehl hem-rub -1 �' . 1 _ sprwo-dno - x 1 T 13- ' 11.1 S 1 �13 11.1 14 Epo1v authors 32' 326 1 ReAwood. Fa S1:1 imb-75A ffm 1 foci:304.5 mm westem ca"f e a IN Ib c!71e Im xaew shall folk AN%M UAW l k�aido fsoeM he 0.nd Goard ry 1 b,The marlmun as Eahwan tM Iota of the lalltn board an4 W of ha wwll shasthlnN shsl be%,i whu I131rm) U For 81:1 hdl=244 4 mm.1 l001=30I.8 mm a a tJo.2 aada wMr war sutilca(atxx. a b Hack Idsts Maq be!tang 7 In uvry IM detk INS 10M In I"R301 a the yard rmw Imd VAWh dror la � Uj (y �ailsr Ths table If hosed m 9Mnd snow bad of Iva bad 40 ed dead load 10 W VA W p. �e lyc jd�Is kheil bo detlmep to cyrn th4 dads IA p IaoJ In Tahle R301.5 a rho a wrd snow Wad.wAM erer i1 •2 0 -t4 �O treater iHa Labia le Eased m oro� uaw o11 load 40 DO dead toad t0 pat iA MO at man 51k,4ER FASTMFIS span,lJA•180 at cant.lsvrs wkh a MPo d pcinl triad w0ed W and IN t WOS 0 41. .I Ld eoedh�wRn i»IndwA WIN Q 3 � /V IA94 I Ok J X W 'MTAWA 911p118f PERMIiT(D Y0 V O � 3 yµ Q 9VIM FOR 2XIQ BEREMEDTO4i'IFI/ASCREN1 �i•+ Z-+ The Deck Joists still consist of 2 in x 8 in.with a spacing of 16 in on center. 0 0 r.YMM FORM tt ARE USED OR BOLT SPACIN315 W � � o PECKED TO FIAT OF 1A4 SCREW 0 TORT KII2X/LIMIRS101x1 3 ?MIN 9/NlfdgsT9. �/ LEDGER 11 KIIEWORGULt )14'011 F GLIRE RSOi.S.il11 PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS Ao.8