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Ocean Grove Drive 1760 47*.Dwaita 7ow 6IRam 7RUSS."ANtHOR,, 1?FF 'AT D 7"POSSE-S 7sp 24" -A .D F AeRlc IF 4404zr7 act./o/z, jMAP!; ,pilon Features. Accommodatea gn requirements for concre(4,to wood 2? Aj$ �*,46,Me7AZS TAPEO installation,allo�i`a,4�'emb'Odm6rlt In concrOte. -S'MA /,C-7 Concr6te _�won itiren 09 X0A1 4 comprc gth�Is 26QO P81 Materials: 14 gauge galvithized steel' T1ZW5Ao`l14'N0A 47 e,4i:�VaWO OA' 77Q&!;3' 114f45leA9191rD 111V C41"CRe7e 7Z6 eEA,M, Loads:. 210-1.736 lbs. F, OVERALL LEN TH AL �d' 01 M ENSIQNq NAIL 160 IN jLq UT4RA1Q1'4­:,�j ;Z; X 4 1 17 1 R PER FA57zF-Y ' je R14x?,E �FASTEN ac > ,77 LATERAL. "D To 00004,r P WIND CTN K OVT OF OVORA4 TAP NAI(4,� jL UPLIFT A2 rIQNCRM 11�9NQT 12 TAPQ: 14 4161, "595 1"210 gio too 111" A IVD S.PCS A2 1W 1092 100 Al 16 TA. P12 14- 12 1,53/4 1W.4 i0ld, 505.". 210' 051 1456 100 594" .,210 1* to 18' Oi4' 14;4' 471(4 7 Od *IN 5W 2101 17.36 595 210 1736 20 TAP16 14 16 19.314 11.1 3.16d W: 2to-1 546 210 639' TP.ik q [I'l T 50s,,J -,T� �,i� �i ­�,", % 7 00 24 TAP20 14 20 2.3,W4 16�10d —1736 1 50 1516d 595 21Q 173 jj� vo 2 qr INSTALLAIriON: Tj Use.all spemWied fasteners I s�heduI4 alues 16*416d. Minimum ed§e distance Is 21 Reference(be alternate,fastener schedule. s a bent ovir tru5s of joist. x7-4mwolz tr p Trap strap sho-�in,also available In flat.. SEE GENERAL NOTES: 1,2,3.6 COMOLANCO. TAP aO OR /10 Ole I CODE "ll 66. #9320,METFIO DADE COLINtY FIEPdRT lllat�08�0�8 1.4 )CA5rG'Al 7-0 V6111 AID*r UNIVERSAL FOAMIN­d'ANQHOA I I , . i - I . WWCS 4t4(:,q0R A r LACoV,940 9,ff,-A M A U,9 Ac-y IS 7-//VC7 esigri Features: I Multi-owpose easy to,use iq'i' hor for almost an qc� y wood connectiorw task. rRars /Xo 46 19,0"-0 IN V�///PC 3- /ZOO. Anchors rafters and wood"ro"Of trusi�'0`6io`p'' &wcR Anchors flooi 0 to plates. -2 and ceiling J6istti to'h�Adqi%dild' s6licl blockin' CH FApj3S 4518 CA Use as 900 framing angles to join Oamis and mand other right- posts' 'to' b angle connections, f Anchors are readily bent on'the 194 for any of six right-hand of.left-hand '4�_8 L FAP18 configurations. 41 Material: 18 gauge galvanized steel Loads: 274-743 lbs. L SIZE PROPUPT FA§TENER ALL LE' "p� pE" GAUGE 13 CODE $CHEOULE W-1- Nvl Rooc- AAAMI,06i PZo,4AJ A 4N FA?16 18 6-8d 620' 274 [44-1 400 3 .0d �a all socifieq Is to a c live values in, FOOTNOTE:' lFiecornmended nails,8d INSTALLATION;. steners insched dicathd. SEE'GENERAL NOTES: 1 243 4,6.6 L2 -XIX7'11.14 ROOF- -P CODE COMPLIANCE: $.a. 0. #91,66 -3'( C. 1'. RE�IWOV6' A 1W1 4RD 1"SrAll &e-W //)1"&4,6 31/2' FE-Z-7- 4",0 A/FW ADJUSTABLE HEAVY DUTY POST ANCHOR Design Features: * Post Base Is to eleVate post abov4c. 6hcrOto tq Allow.,for'vbrifllatl6n, 9 Heavy,duty desIgn permit's hl 9'her,luplift loads'664' 'slimpliffe'O'.In itallation 3,V4* with 1/2 anchor 6ofts'that fit through'pie,pu� h' a che,d 616.$ii Materials: 14.gauge galvanized steel Loads: 2,100-2160 l6s. 0 EkN'S;11 03N'S" E A a �-�ALLOWAEILO��,T`,�, W2 PRODUCt LI CODE NAILS _P LT4 4X4 ABP44 14,. 39116. 3.112 R160` :_2'166 W ABP -3 pe,S '60 N PCIVI SERIES N; A Use all specified fitsteners lris��hedulotOachleviivilluesindlcated. 4(, INST 5 G=O RE Al.NOTES. III�j 3,6 ;.),5C_09A7'1V,60 WRO00 CODE COMPI IANCE-_ -Engineers.seated apprIival avallable,u.pQn request;.- L /,Qp" Coj�IM ov$ Akio IA4577A Z I NFW 3 EA141 L�L i _11COO/l/I . ICAS,74�_,V oq4-,4,0,E-A 8,S-AA,,1 7Z) 4')'c4!' FILL IAI 'yx 4t/'C040i,1,4 1 rZ) ,6 A 5 7-1,4167 S2 A 8 3%1� A14D -:3 L--- APpROVED 3065 F, CITY OF ATLANHC BEAC11 //,A4, 3 0�0 E_,L,0VA7_10" BUILDING 0jrFrICE 7"/ lc"q 0 fp/,.R 2 9 F71 I tj 4JEVI Ch P 0/j 1/4 (5 B 2 (.0 oke,Tl V //(-<w e!069 A 3 A V I i�.q_00A! AiVO 1AISrA.44 .1V,67tx1 /5 'A�rt -A- 77 2 3 1994 vr�T­- \9 ayr Ll BUilding and Zoning WALK-& 0. L_jL 5x K67-1 ", A160W JtIV *A572!�-R A0,A7W \9 VA va&e, -7- 0 -A 3"A41,q- 71 7T(7'� 7 5 IX IM5 7,44 4 A-c,," 01 F POqCq S�4A a Ole,4 7 4.X- . SXIS 7XI V C? IAI A 7- 04Av 7-,9/Z-5 1000P. L0R&-711N*S -7'0 6A50 W/4 I�e,'I lollo w, w.A4, MEw ADDirioAj ExlsrlAj* HoijsH '5011TH 1__ LE11A_r1G>1V ACKERMAN RFESIDENCE I E vj . . . PROJECT ATLANTIC BEACH , FLORIDA -0 �) � 11411 1? ,1��, t TITLE DDITION 14'-8"' X 39'-0"' ROOM A DRAWN 4,_I� DOLE J . KELLEY , Jr. -r�jjs ongineer certifiP-S I have reviewed the -at0chbd CONSULTING ENGINEER r CHECKE6' 1646 RO'GERO ROAD joa(I ivind kcltad calojilations and fi jc� Li JACKSONVILLE, FLORIDA 32211 11.0 h the t) br, ill wit S.F .(;'CA. Standa;'d C()(�e, Chapter 12,Section 1205.2 for this spl:_,Cific resjdl�w- DATE SCALE JOB No. AWING No. SHEET t1141�struc'lure� AS,5740W.,11 A-1 A ;7/ 2 120 L W' 4—_ 3,V4' 2�11)" Ism I m 0 p p 8 '� 4 06/r 1-001<lE"1:z5 w1r1l PC -5�,E. M,6-rA L 5' XA..Cr,6WFD W1/0 d IIA14 S 6 4"0' ,6 1/3 R 0 0, r114 7A TR 7-0 GASIE 7-R416*5 ""-----7VFP (2, (VA gzF Twz A MAIL 70 E1JD 4-16 d A1,4 IL.� IVAIL5 Ff IT,T 4 X A�5Y�FWAL4 ' -112. IVA TAP20 MA14 (-a 6"OX- 2­,840Ck)A4 A,41D,0,4cc,4VMC7 PA tdlt� ,��C 7-10AI BRACE Fc',112 luOTE IV,41,6 p,4,ywojqov /a 6'VkWT `A7,74 41�5' vrfZr. 2At5.YL Ali RAR5 WIM 10d,AIAIZS� 8 6"OX, 4E06F5 FILL C-4--4t 4 c6ZL pl/040w, A AJ 0 'b, C, F762 D- 1&'cyr,6Lor-j1,� HER -RaL A 7(f. /4,7t? PRE-S-N611vel'ElQ F-P 'rRasi's 12 Ll _7 OR COMP0,517701-1 /Z00F BRACE F Y waa� 0,01,,,,--7- AwcHoR --�ZR,4PY Lp tt I A F M 6 rA 5 74P a 0 e,—Q P Ca. �<IlwpSo,,V qF7A P-0 TROY5 AlJcollolz A r jlq- u LJ 3 E-ND OX 7-RUYS..� 474RE-006D COVCQT7-,F P 4 A 447. n u A4�rH A P16-r.44 Dwlo zeti� M/4 MT tXXCIA '7r,> M471CH d 7 Z�4 4"' L rZAT OR P17149ED p W w El�-C 7-9 CA L PkA A/ 7 A, AS R4W G TVA7MVS V- C, �:--X,1S7-11Q* 52A,8 A5A1,5'nr-5Y,4AY RoOf Al;. J.,744 7-0 lNs�7A- 1-4 Al,!5"W povvoAnio.Al AjVD AA8 0A/ 012AO-"' A W ','.544 or=- 1&5V&--1Z7-1C�A4 8,49 v 50 S/1016 OF 1000A W/,Vz)Q w 7;q EA ll�;l ell, �;=144 r-,s-i-45 SPACE A$ RFA) P/-.4,V ix X W., - . - , �7 7777 77-7 Q0 3� ACKKERMAN RESIDENCE *5- VeQ77C,44. #6- x/a"Dowas PROJECT A--1z4 CE-44.5 ATLANTIC BEACH , FLORIDA AA �5' c 7-/wi A -Al�'-,. 14- - TITLE DDITION 14#-8"" x 39,-0" ROOM A DRAWN DOLE J . KELLEY , Jr . CONSULTING ENGINEER lea L'00A10,4 ;r;1 01V This enginper certifies that I hav3 revie'�10�- tl vj f incl,t1he loadvaiv CHECKED 1646 ROGERO ROAD mnd load calc0latiOnSar JACKSONVILLE, FLORIDA 32211 sp //4 and , iterid 542 _wq', to be �n coMpliEll"ice 11%li(h t for this vecific re!J iell codle,'Chauter 12, Section 1205.2 1-,- - SCALE JOB No. D ?AWING No. SHEET 51 e, DATE tial StMftire. 3110194- AS .VMOMAI A-2 2� ............