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Beach Ave 328 W/ 1 x6� SY? �ildll�: REVISIONS Y Mo.2 RAf�RS 02#' OC. , w 2x6 SYP No.Z COLLAR Cares:Ftaxide 90"+Coat 204 mW ASM-7.02 TITLE SHEET FOR THE CITY�_�►Tt,�t�i't��G# Ibc.MMirer-aPa�. c �2 cox PLYWOOD 4S W1*Spcs-12d COMMON 1.Codes:FbrWa Butding Code 2004,American Co xwele lnstitule,American 1x" 1f"•c. !�t"ac ROOF SHEATHING NAILS EACH END 0 24` OC. 'hiss A"Spood: 120 mph(WMrn d-Boe Debris Zone) Institute of T'wMw Construction and American Wielding Society. ,.. I ROW I Od �-- 2"x8" SYP No-2 LEDGER, Mid hnportanot Fareto - 1=1.0 Suiielinp Ceisgory. 11 2 COMMON NAILS FASTEN l'Et?CER TO R001' Live LO1d': CONDITIONED SPACE F�tST BOOR v4^ Wlnd Expoeur�e: C Roof: 20 psf CONDITIONED SPACE SECOND FLOOR M^ T fir Ns t#1R 11ye�*R N► .i�iqA 3` OC THRti PIYWCK�O DECK W/ nOor. ,p pXf �TtIONED ONED SPACE THM FI.r00R N�► 0 IR �pglt, > 2- 12x3 W, ROtA. A ERS OOF GRIP Encfosura: Partiaty EncAosedStair • � SPACE 24 �F. SCRIEwS / 3.Wind Load:: . LOT AREA(EXCLUDING wETLA a Off wATEit iFr _.,�ry AT tACH EXISPNG TRUSS Misr"Pniss re Coefl hoWin t GCPi s+.55 or -.55 See d Load Motes tNTERSECDON Tasllwatrrls:tttMO> .idKWind Preeeuae to 4.Alkivie id Soil Bearing: 2500 psf uzuc= AND W&M QE 1pc SIMPSON H2.5 MEAN ROOF MGT. End Zone=6' 5.Sal CcrtYrsctiiar NUMBER Of STORIES Z W/ 8--84 COMMON NAILS FROM RAFTER TO LEDGER Sot under slab on grade and bundation shalt be compacted to 95% *61.4 - at• ZM V*W rnodilted proctor max.dry density(ASTM D-1557). it LEDGER D L-T A i A T F A M 1 R Po"ve suction 6.Materiels: ROOFM(MATEti,9ULL IST THE REQUtREWNTS OAF CMi1P'TER 150 r Interior 10 +41.0 -416 Concxete(Normal weight-28 days) 3000 psi FLORIDA BUILDING CODE). 20 +39.6 -42.2 ReiMorcbv Bar ASTM A615.Gr 60 50 +37.7 -40.4 Welded Wse Fabric ASTM A185 • ROOF UNDSkLAYWW-ASTM 4869 TYPE 1 SW T�IMs trrNa!WP l4•r j" 100 +36.3 -38.9 Hollow Load Bearing CMU ASTM C90•Car N-I • _ ROOF FU19HiNG 26 GUAGE MATERIAL FOR DRIP,RAKE,CAP, b M Mt U* Mtn ; End zone 10 +41.0 -51.6 Anchor Botts ASTM A307 w A36 VALLEY ! - --SIMPSON A35 HURRICANE 20 +39.5 -48.8 Welds AWS ETO or EW ROOF IAiA►TiRL1L ti"o ;1lP,s c. I 2`X 8 SYP No.2 �� CUP, SEE UPLIFT i0 +37.7 -45.1 Wood Member for Beam b Posts 02 SYP • RIDGE BEAM CONNECTOR SCHEDULE 100 +36.3 -42.2 for Studs 02 SPF or better • FASTENING-REPER TO STRUCTURAL">gT'S IBM 2'x8' SYP No.2 OVERFRAMING Mkroftm 1.9E RAFTERS ;0,24Postksrrap�iWe�a + MAMING PLAN• O C ' SEE ROOF • TYPE VI • tJtN-PQO'f1'CTED • LNNSPRINKLED ftir r�>1Msa 1�t f!M+we�$iap�sse ln�dM�b W�. � _ Y> -__1l' ' ts�eae �tegrrMM ssir rsAWW �rs. • T•� !.fral rfas�wto�as�t�iwtfr>Ille4-.i31"It 3�M'pawl. s� a •• • • • • • �T1-����1 'iii.lrV'��N� ���� �`�I��fi.aA 4 t>Maiaaaaiilrs'1o�s rrlM 2 4h 6earMrlsO k � 'O ra• • • • • • lNl �!siert Ise No.2 sr M.il�# 24 'f►liP .2 COLLAR' ICES w . :- 8 124 NAit..fi'EACH END, APWtOQMATtt Y 0+Mr► FfiF1 rtt,U* Tilt COAL L1itUCf'i1.Ml SEE 000F.FRAMING PLAN , • t /1,ill, NOTA:. nC TO BE LOCATED it;F f rTO t*04ER �Ak 2/3 ME TOTAL k RAFTER HEICH T D* RAFTER _.� _.�_..�.._.._. ._ .._ t e t t..._. ._ _tett. .._ _.. _ _. _ _ �' ` ; 4 ' 1 '- T IT 1..1M 05148�'r, +�I'�''t ►1� 6 RAEI I i � L ..`�i ' f e •. "M F"WMMG ... �..:.�......,.........,.►...._..... ..«....�..» _... __ _ ., tett. " ��V "''r '� C 4 arse" rox p*T +ems P RESID IAL GkOUP 10 + N A FOUNDAJJt )r1 St1RVE'Y MALL BE PE DKM ANO A(n'l/Cr T`1fE S(MVErr SWL 1*ON THt STS FUA'�IIU"100 WNSPEC 011, UK CAR AU PRO�MTY MA900S SHALT, It P XPO�O AND A 9MING S'l"MllmC'A MOM I r MARKER TO KAAJU TU VERJfrY REQUIRED SeTpC.'KS AL (Z uG' '1 U'k� AkOirnia.r VGINlPR tett_. 1l 1 iLr� 4" teener r.��. �..� •".�-'� - ._. .-__ -tett ..- ... ... .._ ,. -.v i A. tc�),�_4 WOW 0 # J z ... ._...._... .,. tett .__ , ' f � f .. ._ ,tett... .,..._........ � � �.� '�,� � Lr ju-11 4L 73, - 11�MM.. MiFr ��IMP # +w`.. s ...r went ., r lip CL _ _ DRAWN CHECKED Ciity of Atlantic Bea r ? PlannW Q and Zoning p nt De me (V DATE Thls afpp4val veerifies compliance 'th applie a �y. _ ,� ._ Inas,*.,�ybdiwision and oth local I developmOnt regulations, but doe of const i a ascAt,e �"��•�'Z approval for the issuance of perm Complia e with Florida Building Code and arll r applic 'd" tiJcrtG' local, State and Federal permittin require s Jos No. must be verif*d�I +signature of th ity of Alt c '� gwvth S\m tag 1D d Prot to e 9.0! j �VAT 10�4 `.'� �! # ✓ � FtA�J 1/4 A" Pirta!> ., SHEET ��f�-�{ , .tit�C�U� �r. PI A : . 201 -- 44"01"PEarr:xArr No.1e6A-24X36•.«• REVISIONS BY I , I 4 1 1 J rZ xG F?T ISG K r h,C! PT pie,t< 00 _101�11Z Poor 1112r2xCv IT r ra �•�rc!� P o". pP.4 K Ir140 C-- , i �... A. ~ _ �i�.1rr M r�►,A C��r�F• poi�" ���' � oN ��� r✓'�,�vi1V j WWI of N N -- • �' 1 i r L�2 P PtGk 1 40 v. I Yr �' �...IrG'�.t �� 1i► ,�� RvOi ,,,.._ 1 i ,, /1 ✓+��4�Tv.�w.: .rr ....+.w.. 1 � � { '� , WL2. 02 Y I I ,Ole M I.4u+� . - `� F�� MaU+J'r t-3t� r r �Y..olit i; op dr t V 17� ' , __ ---- - ' =-- - -~-- -- (• .�._._ - --- ± --- _ . ..-- - J H tGK WA4� ek tips E . � � o y�.t�. 2.X � �� �o t moi'• � � t �111 � wwroge pva,>r- geor- Pw-ro fo w.*p 6dKoz IWZ*CO Ivor, r—L49VI DRCXI�.�) 014 r `f W;7- ®N I to R. JO tvr � Ci 1� 4•ti , -- _ s w. WMI Q�It✓ Got.iG• �-rv. w,' ����� �* . 5,W, w �pvwl wa DRAWN CHECKED �/ erooOM4"( A- 14 _ OCs SCALE Mala, C-L2 17F JOB NCI. SHEET OF NAMAOU PRW4TPAST W-) v"A 2406 0076 sx No.2 R RS 0 24" OC. # REVISIONS ®Y �..w: « srn►>a ,, RS 24 SVP N9.2 COLL.AR Cgdn:Ftorlda Code 2004 and AOM-7-aQ TITLE ?� SHF OR I�E CM 4F r;A'TL,AH�t't�. .�CA cox PLYW000 .*/-8pcS- 124 COMMON 1.cods:Floridr Code 2004,American Uncrele ka �ft,American q" - ROOF SHEATHING N AIL,S..tACH END ® 24' OC. KM VlR aend Speed. 120 mph(Whd4km Debris Zone) kwfibAe Consbrxtion and AnroriCSn Welding Society. 1 ROW 10d 2'x8" SYP 00'.2 LEDGER. Wind Impoilm im Factor: l=1.0 Burdit Catpory: u 2.Lie Labs: • CONDITIONED W04CE FIRST RDOR_ w,& "�" '•``�" """ COMMON NAILS FASTEN (El)(Xft TO ROCIF Roos: 20 pd CONDMONED SPACE SECOND FLOOR N,a d Wlad Eapoomm: C 'tHJ PL.YWK30© QE�C W/ Second floor: 40 psi CONDrtIONED SPACE THIRD FLOOR N^ swTit4lre'lrMru.lowIIMI o.Not"�M1�im. 0 3 OC • . �: Stair. 40 psi Ska A UD 2--j12x Ys ROOF O t P ply D . 2.4 lC. - SCIlNS W/ t' 04A. WASHERS `' .,,. *'vim AT EA ►f EX1STtr�ifr Tf(USS Urtir�n d Pmevj e C w Mcbmt GCpi•+a55 or -.55 3.WWW Lords: LOT AREA(EXCLWING SES OF WATgt See Wind Load Notes ` INTEl C!" ._._.�. Wad Prem"Ab son TwN►lNot 11iW � I pc S4UPSON 142.3 4.llronrarbls Sol Searing 2500 pd MEAN ROOF MGT. Zon_J/ W1 6--8d COMMON NAILS Enda■6 5.Sod compaction: NUMBER OF STORIES Z ^, t1 FROM RAFTER TO LEDGER Son under stab on grade and k tion OW be oompacled to 95% c modified proctor max.dry density(ASTM D-1557). -� DET M 1 NRAFTER, Poeille Suction 6.Materials: �sfw.L MEET THE REQ►UIREMlNTS OF CM1AP'TER IS, Y Interior 10 +•41.0 -43.6 Concroee(Nomwi weight-28 days) 3000 poi R.ORIDr1 BUILDING C00f). --^+ ,�-•� 20 +39.5 - 42.2 Remiorcinp liar ASTM A615,Gr 60 50 +37.7 -40.4 VV*kled WWo Fabric ASTM A185 ROOF.UNOlIt1AYM(Et�tT•ASTM 4469 TYPE i tib .l�A!'!arlWit 100 +36 3 -M.9 Hollow load Searing CMU ASTM C90,Gr N-1 • ROOF FLLASMNG-26 GUAGE MATERIAL KA OflIP, RAKE, CAP, • *Pd LL,*w0L End sores 10 +41.4 -51.6 Anchor tions ASTM A307 or A36 VALLEY 2"�c8" SY1�' ".2 CUP. A35 HURRICANE 20 +39.5 -48.8 Wields AWS E70 or E80 • ROOF MATERIAL- RIDGE BEAM ` , CLIP• SEE 50 +37.7 -45.1 Wood Member for Seams 8 Posts d2 SYP FASTENING-REFER TO STRUCTURAL SHEFT5 1 CONNECTOR .SCHEDULE 100 +86.3 42.2 for Studs $2 SRF or better 9 Alter . 2"x6' SYP' No.2 OVERT RAM-ING IubcYollam i. z no RAFIERS 0.24' O.C. SEE ROOF M of • TYPE VI ,.,. IlsaiF+ M1141 FRAMING PLAN. UIQ-M1ECTED • UNSPRiN�aM �.falMrif�«l trarlMlpcwlu► MR.am*d tole�,p,�. . A�iwwrr¢rtta�aralrs. Am m MAW flad &Mer e a� RM M THE STRLKIIJRAL DRAWINGS FOR THE WIND ZONE)NFORMATTON, ��= �l�flts � j x 4 2X6 ! ' 43' 2 COLLAR-lits W/ 120=LD I 1 • AAPAWMATELY Ilaw► Ft+fI FROM TNt C�IWAL tRUL-nON. 9-114 NAPS EACH � � - w .`SEE 4400F FRAMM PLA,+ lit tNOTE. T# TO BE !.{'1CAfiED � tW0 �R 2/3 THE Tout f� - t NEI [ T RAPER ► 'T rT L. " 141W , � C RAFTER - f IST" !T I ►1�, IA BEARING � � �u�lc.`11►�'1vW +w'�►rJ, i�l.l�`/�►T iG+ll�� bJ f a i s i ' 2.'TRUSS E1V�1NCloufm 24 ILY DMUNG t" 9WX00 MA G Huh �C Brit 1 "'1". ►M UL c;M#R3 -- . .... ..__.._.._. -- �__. A FOUNDATION S(*V& K P01`�J11 W0 APO A WY OF TFC►tli�iRVl�Y . :. .._.......___-_..=t._...._.t.._^....�..�. - - � � � ; SMAt`.L!E 01V Tt•1E SITE F`IS,'/t Tt1E lk/I1.btNtii tNSPK if t s M M All _ MARKER 4 MA1tKER SWU VE Bt OMMj A A FUM t�FN M E RI�UI R!.'"�. �'t�'i"R-UG"j"I U ARCHrTWT r�1vINrrR -. � �-j'-""-'--•j 104"1 W... to�4 �- - 5�. a2 ' i l� �J �AV P: TA L,) 1 _..._..�_- a , + ..._..� •. ..., _ . - ...___._ �_...,._ p- - ._�_._... _ _.. _ .. _ _ . ...__ . L vl i I IS T, - - .M+t+► �wrr _ � �.•.-mss ir» rM w •1�rc.. Jeer. • ....+ .......,. �. w ... ..._. �......-. ......-. - .. .L�r � � `� • 1� SRC-,�,c� 3 A Cl I DRAWN CHECKED ! N DATE SCALE JOB NO. ©� f li SHEET Lzn� Fo •r rte. VOW { �O! __ OF SEE r A pomf> " NO.INA-24x 6•-s REVISIONS BY IN, CO co 02'ez po-r sl-'Z�t a p"r ca)rz Y,60 e'.-T -T32 g:0-arvp t P r. j2 e4 K v- (ez)1:4)(ep FAA /Z o �l 4 0 lot, L'A �A j U A' 10 wo o v it Ak I L AA rHL/,K r. T w4pai:2 ;)43*T" o2 X 4 -Yf' rt 2-A2 PT. plc'1<60r;9 12 op —u-, ir W A ce. A4r,09v I t'-J co 14 u t7l;'41 jovie e r 12K 112 P, K-.f r 1�1 60 eA N1 I sj co W/ pd 1, TNV�A Pik; x 6p P. pow f: r lel/ 1 W,A-r 0 e PVAeZ 0 1:r- 0 0; 9t-- 1&940060 T */40 IX 10 Ro Joest' lef1lop'o. W/ Ile r-, W. DRAWN � /Cry CHECKFEU F'LoA� DATA 14 - 4:%-o SCALE JOB NO SHEET mono '00,1 MATMAL PRAITA" NO 186A 2406 osn 24 55 REINFORCE RODS CUNT: 2500' CC'NCRFT �� E.FZ Eti,,;__I._ POLLY FILI � I�rnlrri. a 6x6 W WIRE h r LI R-30 12 .ALT. FOO I IMG black IC - 3Js % SHEET RACK � 2xF 2 I ; � '16 F/�SA � 1 4 - I doublO- pierr.� - - I I 2:x1 " S UDS its ISSOR T-6JSSES - — 14 _ 2 C-C cedar I II {! I } OISr C� 16C;C I i t i I SECT ION C r } I B N 3TION -� } ---.--I , , ; SEC � r2'-, I I _J� il WELL ' I ! 2 ENG TF<LJ ` E_' n Q r-. o VED r1 CITY OF ATLAi`ITlC f�FAC 1 --- _. —I [3111LDING G1=FICE FOOT i \!G PLA _ �C� J� F R � i PRop 4 SCALE: � APPROVED BY: WN Y F-. /,� - DRAWN BY DATE: REVISED r DRAWING NUMBER m rn M PPJN1EO ON E.L ACU-VES H+ 5p.. .+S CE B'_..FFR N' ;F R, '.F. NEW CONST. NEW CONST. FIRST FLOOR SECOND FLOOR 16 -3 63 3k2 old r / „ 3 -4 /I l v , o r 2 3 � 3-j"I I F—A ! FA c jam_ I I Vfh Li L.7 IF D I .�) L� I (`E I }_ING I f � I , W.P. , C or roof su,r-I:ort I 3° � �r r. I I ,. I I 1 1 I ,' c.x41'cl�'tGrS.+..� � G i tch ! I I -11 N, _ % PITCH h �12 _� _ _-- _. _ 'A 1. L rY7 Uzi/� / ^fi /N � 2X 1- . . C-b 117 'E N T-' 1 - +reciv 6T . >Cti ;- -- _ --.I s I I AI r - - �.-- - ` S R.3. . L 3-2 S b r, ; O I ; 2 Q� 1 _ i LtJ - ._........ - - LI T. 7 y I ep cv v X I I L� wry LL 13-9 I 7�.!<-� µ X 34 W -j 2LLJ ' I , ( C1411 I - 5-0' 6- 6 ALIAN NEW CONST. WITH EXISTINC-'� AaPr; ovEn -- - CITY C r:il.,Nj';C' g- r . _A.,,, �n ^ PUILDING CFFICE PROPEkTl INN S 328 54fAc_H V . R I RIA T ES ROOSTS PH ` '�' TV/:'J APPROVED BY; J _ DRAWN SCALE: _ BY ` DA7E: � REVISED DRAWING NUMBER M 0 M PRINTED ON ELLCC-VEL a, SU;.THS, P,_.FWQ�NT SER` -. 1 �XI�TIN�� 1 i XXi =�TINIO 1 I l r p EXISTING EXID' TING R-1-1 BSD 'U "T H, LV 5 , A p,p P, o'V E ID CTy CF BEAN 32 3 SEAc� A v- Cl PIWATB—) PHASE TVe/,,) SCALIE: APPROVED BY: DRAWN BY DATIK! REVISED JOE VICKI L —AWING NUMBER rn PRINTED VN ELLC(,)- VEL By SOL"'SE�E D- .EPN N; SERI ' N Y i 5 : 3 3. 6 2 ,� T -` T WOOL, c \OPOS �.� E XtE ! JG �' I ��; '�J i I1�• ( Ti(~I\i \+ rrypcszd 20 rcCF s) im Lx� V Ld QQ l0 o=r APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE APPR6Vtb CINATIC TV zo"BM" ORAwN BY , wYVHOV EO BY: i 3z� E�Cf-( AV . poo �� -� E Tyre ') oRAa LJ ��� D_ Cr 14%]4 MV 100n.W.sp un L,tMM�M