2001 ROCKEFELLER AVE 2023 Plans 2025-09-30

B.3 Ba FASTE— PEA NIXDP7AY �— I P.YDRAL AS PtOaRED MNCIFACTLAFR ENDJUST AN HOLD 00 5 MAX POST DtPM POST AYCNORS 714tGU An no . - ENOVATIONS lRow tit/LIfDENB OOLTSIVfIII Df BLCCKNO IETMEEN WANER3 J"3-TDE"Nt*MI at,><sTY: Plfca fwr>;►Avr� Ero:OST ECTPILM FIGURE R507.12.112t GUARD POST TO END-l4181 tUlltlfPlNl•7(tnOl}fEK• U N ME EN Stglltpfg3:At 1AL11 LNTH(3)10a NAts EACH SIDE x G 0 GUARD POST The illustration above demonstrates the connection between the Guard post to the end joist, p , which Mll be the same method used to secure all Guard posts to the deck. v P3 p 00 i3rfaNttN @�F a Qa I'ar Nl•1 Font=Lii11 nrn B'4 O i--1 O FIGURE R607.13.4 BEAM LO .n STAIR GUARD CONNECTION 71`1 _ A� e R; ,� o o BE$uEo rOR ME � p Z BEAUANOBEA►SLM 17 �0 ~� TA The illustration above demonstrates the spacing and connection required for the Posts that 91 c a a connect the stair guard.The Conenction will consist of 1/2 in lag bolts,that follow thr•u the post ;11 Ho°..tiara a and pass the band joist,or stringer to be connected with a washer,and nut on the opposing side. tvinl wAaNERa Materials will be galvanized metal. POU]kNwl ppgr R507.6 Deck posts.For typical single level wood decks,posts shall be measured from the top of the footing TCH POWto the underside of the beam.The maximum height of the post shall be in accordance with the folloi%ring: ROTtatEn Po.T [Q4L4LP r.Posts comprised of a minimum nominal 4x4 shall be permitted to a maximum height of 8 feet(2438 mm), 2.Posts comprised of a minimum nominal 6x6 shall be permitted to a maximum height of 24 feet(5486 mm) IsDrSI:I inch-2SAMM ,.., FIGURE R607.6.1 y C TYPICAL BEAM BEARING W a 0 The method to secure Beam A%ill consist of,4,4 in x 4 in posts,connected by a Post Cap, B.2 `U"` DoirnFioaTs NAr.ovtAccD,w The Post cap%%rill also consist of using 1 1/2 in galvanized nails. a�i o a Ln aU 4U rocr. aororratal ixt,vacAs• untus¢traunn (, F N W '�t',r1- f AurO+fAID.,Irralf:wr C.1 &C.2 ftP(A(*U ti`9*RAC&ft ,�,1^yf OR,q i. 1r N 4 "WFACTURED POST CON4ECTOR r 14ALLONASLESOgS TYPGLPTF'OST The illustration to the left demonstrates,the connection of the footings.The footings will be setup by sonotubes, filled N%rith Concrete that resists 5000 PSI. GRADE ` !i•---- -- U With a i6 in x r6 in x i6 in square supporting the footing pier. a ,ny nAt4 nf, i'VW ra AIrACH P.CKF1S A/I�R J _- J � --- � -�"' / I-� t H'DOlfaoL10A11 .DOM" 1!@DOr1OLrr1f1HP1., _; _ i Inside the footing,will be,4,1/2 in Grade A rebar,in connected CV nA`.1C115 atNiMo MIOSI M;rrtil{rt,Y,N ..3, _ ( l together,in a the shape of an L,3 in.above the ground point of Z y kw M I iwh=23.4 mn1.I foot=hm S awn I __I I I I _ g II � �7 f the footing square. FIGURER507.12.111) f °0.`ETER 3 0 DECK GUARD PEREPTH TASLE PERTAtKE N iarTHRTrss "Muir 0 (n Cd NOTE:NOT SCREWS OF EMMOVENT ,•DRAVEI rT, � � � The spacing for the balusters will consist of 4 in.apart,and each Deck guard section NOTE: I+n .45 o will not surpass the length of 6 ft.Mth a minimum height of 36 in. orPOSTS IJUST n CENTERED6.4 ni R Ni00TH6 For SI:1 Inch.26.a mm. IZ5o7.7.T Footing depth.The minimum depth of footings � � The material that will connect the balusters individually to the deck guard will be 2 in galvanized nails. shall be in accordance with Section It4o3.r.4 or as approved v b FIGURE R607.3 DECK POSTS TO DECK FOOTING CONNECTION by the building official.A deck footing Mthirr 4 feet of the �+ a F, Post to beam connections shall be constructed to resist lateral displacement. house shall sit at least to the depth of the house footing. a A Manufactured post-to-beam connectors shall be sized for the post and beam sizes. Post to beam connections shall be constructed to resist lateral displacement.Manufactured post-to-beam connectors shall be sized for the post and beam sizes.. A69