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541 BEACH AVE RES22-0134 REVISION 11-9-22 Revision Request/Correction to Comments **ALL INFORMATION rf"-Lir, HIGHLIGHTED IN i'o City of Atlantic Beach Building Department GRAY IS REQUIRED. gl 800 Seminole Rd, Atlantic Beach, FL 32233 �7 1 v;3 w''' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RSZZ- oL 4 14 Revision to Issued Permit OR ❑ Corrections to Comments Date: ///9p04- - Project Address: 5 if-1 8P - illi . Contractor/Contact Name: S r,git,fl✓ �o�es v1/4,..j li I VC.kb A�,n� Rex INI ( ettiv.f 3 f Contact Phone: 904-J7E 67 9- y 8Email: rex ® S i • L11oYheS"c(. c D JI Description of Proposed Revision/Corrections: Ca-St l'A p(ice. oet,An 1 Zes I Nek (),)i' Ui ca%vS affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • W. I proposed revision/corrections add additional square footage to original submittal?rLI No ❑ Yes (additional s.f.to be added: ) • W. I proposed revision/corrections add additional increase in buil' g value to original submittal? ❑ No *Yes (additional increase in building valu • $ // ) (Contractor must sign if increase in valuation) ii *Signature of Contractor/Agent: gi / f (Office Use Only) ❑ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: Building Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Updated 10/17/18 M I v IXN 1 co 8" 1 ,1` 6" 1 18" CB-1 C. -11-2. CB-3 (2)#6 TOP & BOT (2)#5 TOP, MID & (4)#6 BOT Sc (2)#6 N/#3 TIES AT 8" O.C. BOT w/#3 TIES TOP & MID w/#3 TIES AT 8" O.C. AT 8" O.C. '''t D .T ri 18" 1 ( C I6" I \ fie" I CB-4 ( CB-5 CB-6 (2)#6 TOP & (4)#6 / (2)#6 TOP & BOT (2)#6 TOP & BOT DOT w/#3 TIES AT l w/#3 TIES AT 8" w/#3 TIES AT 8" 8" O.C. �,t0.C. O.C. r�/V"r',/'�r',r� 12 CONCRE 1 C tStX b T` iL WOOD I–JOIST ) S2.1 SCALE: 3'4" = 1'- �� 3'4" PLYWOOD •i. WATERPROOFING 14‘11;,I FLOOR SHEATHING BY BUILDER lia PER SPECS HANDRAIL BY BUILDER PER CODE 2x8 DECK ) SECTION JOIST SISTER 2x8 TO I-JOIST WEBCMU WALL 1 (( AND WOOD BACKER w/ BEYOND AA=A `JJ (2)ROWS .131"x3" NAILS 0 6" SEE 3/S2.0 FOR SOLE ON CENTER FROM PLATE ANCHORING TO Luis A.Pontigo PE ( ALTERNATING SIDES, SEE CONCRETE BEAM DECKING ` SECTION A-A PER ARCH `J 2x C• TILEVER : CANTILEVER IIIIIIIIIIIIIIIINOV 0 9202'1 ��� SLOPE PER ARCH 1 PL PE NO 53311 ( SII 11111111E-- 1„ 'sS A p ONr .11111111111=111141 ;'`v.•'oCENS�.. —".; PLAN BEAM PER J ° H3 ® EA JOIST j j N•. '" .� A 2x8 SYP#2 CANTILEVERS '* f • = ii DECK JOIST. FASTEN TO a i. *_ H2.T 0EA JOIST ii...----z.-. OUTRIGGER BEAM w/ A =-0 S' EOF BEAM PER ANGLE EA SIDE. '. Q c (2)2x12 LEDGER,"=,4F '•e.ORIOP'-' �,- SEE 4/52.0 PLAN %,SS 6 FULL DEPTH BLOCKING, /ONAL EN", 10 CANTILEVERED DECK SEE 11/S2.1 S2.1 SCALE: %'' = 1'-0" -•— ,......"—/........." �—..,,,J�/`/._./ PROTECT 541 BEACH AVENUE Lou Pontigo and Associates, Inc , CLIENT SIGNATURE HOMES 4745 Sutton Park Ct..Suite 204 • Jacksonville.Florida 32224 jOe NOSIGN-21-00617 SHT.NO. Ph.(904)242-0908 K-2-2 FL:CA#8344 SC:CA#3579 DATE 11.0$.22 J CONTRACTOR MAY INSTALL I CB-3 IN LIEU OF 8F16 r—. LINTEL IN THIS LOCATION. .: rt V--1 I8F161 ®t L■L 18F161 18F161 16 i _._ ------ '-- IL"-- itimigRausumniumi E=Nomm ..=,'"--------7'.--• CM 12.--1--LP AE:l 1 _ :LI 'IIIIIIIIIIIIIIIu1111P' I U I aun -- ` IIII11111I1111u1111111reg.}ilgm s1Ar -1, 1... t, t, 11�L.�mmnli = nunnmminimmnunnlllWIHIIHIIIIU rnnlr--- lnrs" "� I+� N .1—frig=. = ==j4.11r- 1,41 ' 'Eikki, r J I:111111 pry 1I11111I11�1111111111H01■ IH111I1111111m111kFj� ',,STEN STEEL BEAM -1 \ I� II CO CONCRETE Q 0O m l CMU WALL STARTS 1j COLUMN PER 7/52.3 _ O BELOW STEEL BEAM_- $I o V - CruLIE It m N Q F- N N LL1' ` I - m NI c� Z Z oo m li ts .-- Lot_ 1 3 2x6 w CaW oWPROVIDE 3N�"x7" PARALLAM------- N w z _ II'I_t�I' PSL POST. DIRECTLY BELOW 1 9 - p < N I POS? A:0km / , LIE v o OL• i1ZTY ��I I A ; BEAM ABS a ,,' r)2x10-2/ 11f I• STEEL BEAM ABOVE _90111101 I- 1Ib7 ..�r....o.�.�... 5 ��'' - - d = .e..� a Inxa�_<Y wo►iiwnerrrsiaii�ievii�vsiiwwew'i��a ii. _.N �� FASTEN STEEL BEAM U m c'2 \ HSSS"x5"x 6• COLUMN. FASTEN / a1 1 ��\DIY TOP OF COLUMN PER 28/52.3 & TO CONCRETE BEAM J `_imie�v \,,,,,,,�,r� PER 7 S2.3 SIM I_i.l- 11. ..� „ _ BASE PER 8/52.3. (OMIT SOLE / (SIM) "w • I PLATE AT STEEL BASE PLANE & C C/ f_I`w � i ,. N FASTEN DIRECTLY TO SLAB) L. M o a IwIP 7e 'l ' ,PROVIDE (2)2x6 POST O N 'w 1 1 r% �,DDIRECTLY BELOW POST NDO cri N m cip _/_ -I I _ _BEAM ABOVE `;a■�.vwM:. m d 17 •� •�, -p Cr BEAM ABS E1— 2 2x6 SEE 13/S2.1 FOR U C c=ox - 7-- 1 I CONCRETE BEAM TO O "C/ ° t a a �. ,_ . a• Ory=a nin it — o N �uum� lmnim ;-nunlnniti®' ' !nlimm�m�c = ,_„1 Q _ E - i Tf ,,, , IIIIII11111111111111111, =111URUI!II mei- Ilnlnumnillnr =Ami _-:._ iai It I /i inI.'.■ 1 8F16118F161 , et; CCB-51 it. 18F161 uwu.np. 10 ;•P��,pONT/G ', 52,1 CONTRACTOR TO RAISE CONTRACTOR TO RAISE (X,-.,.••••,, 0,'',,, HEADER TO BOND HEADER TO BOND `\)..- ENSE y BEAM AT FLOOR BEAM AT FLOOR Luis A.Pontigo PE ; of = PARTIAL 1ST LEVEL FRAMING FRAMING PLAN NOV 0 9 2022 ic- e../c..._= •„f,$)•."••F ..R. „.9 FL PE NO 53311 LI'`FgSIONPm'