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2210 OCEANWALK DR W - REVISION 12/4/17 CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 fix . 111 REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date/ . -'F (7 Revision to Permit ' Corrections to Comments Permit# ,43 41 q 0,24/ 7 Project Address&c / o 66_e4k/ /)fr -� b f Contractor/Contact Name 3 ; ✓ "TDO Phone got/ ,62.6_9,-1 voce Description of Proposed Proposed Revision/Corrections: Revisio Review Fee Due $ s Dkl/q/oO/Ai Additional Increase in Building Value $ Additional S.F. By signing below,I c�/ / / 'L affirm the Revision is inclusive of the proposed changes. (printed name) 1:1n9 / o ~ 7 Signa of Cot`I actor/Agent(Contra r must sign if increase in valuation) Date (Office Use Only) Approved / ' Denied Not Applicable to Department Revision/Plan Review Comments evil/QC ,Tv p do -vr J n c-0,77 _ scan f;i-c 60 / Department Review Required: `Build n ' Planning & Zoning iewed By Tree Administrator Public Works Public Utilities l 2 • •/�) Public Safety Date Fire Services REVISION zz 10 cin SRA K Ur- OFFICE COPY BP# 2eci7 - aar-7 DATE /2- I S / t 1- .�St7 j--c 1 7 SIGNED "I/ 4 I 2 I 1 CLOPAY CANYON RIDGE SERIES: CAN2nn-XX MIN HEIGHT 4 IF m REVISIONS SE HOLMES BROOKSTONE SERIES: BRK2nn-XX UP TO 6'O' 3 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION IDEAL BROOKSTONE SERIES: BRK2nn-XX 6'3'TO 8'0' 4 00 - - - SH INITIAL RELEASE MODEL DESIGNATION NOTE 1: 'nn'REPRESENTS THE ARRANGEMENT OFB'3'7D 10'0 s 01 - 11/2009 - SH CORRECTED TYPO IN TITLE BLOCK; UPDATED MODEL DESCRIPTIONS. THE DECORATIVE OVERLAYS.THE FIRST DIGiT WILL HAVE A VALUE FROM 1 10.3 TO 12'0' 6 TO 3 AND THE SECOND DIGIT WILL HAVE A VALUE FROM 1 TO 8. 12'3'TO 14'0' 7 02 - 02/2012 - SH UPDATED WINDCODE CHART MODEL DESIGNATION NOTE 2' •7(X REPRESENTS THE TYPE OF t4.3X SE TIO' e D CLADDING. IF'XX•IS 'NM'OR 'NC'THE DOOR HAS NO CLADDING (JUST MAC77N HEIGHT)24' D OVERLAYS)AND IS 2-1/2'THICK OVERALL ANY OTHER VALUE FOR 7011 2'THICK MASE DOOR INDICATES THAT THE DOOR HAS CLADDING AND OVERLAYS ON THE 2' 2-1/2'OR 3'END STILE BASE DOUBLE-SKIN INSULATED DOOR AND IS 3'THICK OVERALL. THICKNESS.SEE NOTE AT— ALL WINDOW OPTIONS AVAILABLE IN 059(OR BETTER). MODEL DESCRIPTIONS. _ WINDOW SECTIONS SUPPLIED WITH TWO UBARS. ) I% T2PGA.�V.BEET T 27 GA.SIEf1..MIN.INTERIOR&l7CiQ110R SKIN I711-7--iii_ , (4)#TAL SC'SHEET WRH GB K GAOVAN OL E BAKTER P-0N TOP OA. j�•1 ��H RACKET �(4) . �I� METAL SCREWS A BAKED—ON POLYFSTEit PNNTED TOP CWT. I 1405 8'SHEEP KETALn* `yy 2.4 PCF URETHANE INSULATION. :� La (4) 1/4'x3/4'SELF / I N HIGH DENSITY MOWED COMPOSITE OVERLAY j �a0 II L -- TAPPING SCREWS AND OPTIONAL CLADDING ADHERED TO FRONT i P SIJDE BOLT SKIN WITH URETHANE ADHESNE — 14 GA.FND HINGE 74 CL INTFRMFOIATF HINf:r END LACK FNGA ES74 G.GALV. SOLE INTO VERTICAL 1.. S1Ek1 8011 rn TONGUE AND GROOVE JOINTS. ^A M TWOPOINTLOCKING %, LOCK ONS -, SECTION SEEC li 2z OF DOOR.E 13 CA GALV.STEEL BOTTOM BRACKET. % \... •__ .),IWHT THIS STRUT OVER ROLLER STEM, ATTACHED WITH(2)#14i5/8 SHEET METAL SCREWS. / 34 20 GA.GALV. IL \ M[IDE CI IIIF M_IT STEEL U-BAR. ONE U-BAR PER DOOR • , �K 1H6 DOOR DEEM OR EXCFIDS DE DENWI LOADS FDR THE 0 SECTION.DICEPT A ULTIMATE Milo)SPEEDS LISTED BEIDE ACCdiMA 7D 71E FLORIDA l'4 TWO ON BOTTOM TRACK CONFIGURATION DUKnNc cOOS ORTIE NIEIFN1101ML BulmFi uGC(1ASFD 011SECTION. ATTACHED IMAX.DOOR WIDTH-9'-0' ASCJ:7-10)FOR 1FE FOUDFRM CONDITIONS 1)D D4D WITH(2)1/4'e3/4' 11190E 1 A TSI HORIZONTAL TRACK SUPPORT BY LHR TOP BRACKET I MMD.2)DOOR HiS 2'OF Mmm N NSDNDS ENO YO E.3) SELF TAPPING DOOR INSTALLER(10 SUIT) DOUBLE HORIZONTAL ANY ROOF SLOPE.AND 4)TESTING N ACCORDANCE mu 1 SCREW AT EACH VERTICAL JAMB ATTACHMFM(WOOD FRAME Bu1LDING51. TRACK CONFIGURATION ABOVE BOER OPENING TRACK mew wy-st' EALOYATIONS BE A OMVbTID HINGE LOCATION. 3/8'x 3'(1-1/2'WN.EMBED)LAG SCREWS ON 24'CENTERS.LAG SCREWS ]CES TAT AFFECT THE WIND LVAD RATING I;I� ocva1 MUST USE 1-1/8'O.D.WASHER.LAG SCREWS MAY BE(BUT NOT REQUIRED) /� I e SPEED 155 160 170 1E0 195 .7. AIDYINUY COUNTERSUNK O PROVIDE A FLUSH MOUNTING SURFACE.HORIZONTAL JAN ;.I/ EXTRUSION DO NOT TRANSFER LOAD. ,.•['i 13 MF A GN.V.STFa FLAG BRACKET. �I DOLSLU TRAM( EmisuRE VNYL :11._ I_,..ad : •..s. •: •••.• M ..I. h•.. :x1 ry•• 1...• EACH FASTENEDTO WOOD JAMB WITH , LOW HEADROOM OPTION CATEITQtY D.C.D D,C.D D.C 7.C I WEATHERSTRIP. 3/8'X 3'(1-1/2'MIN.EMBED)SLEEVE ANCHORS ON 22'CENTERS (3)s/18'x1-1/2'WOOD LAG SCREW. FERN ROF HEIGHT LTJ' 15• 05' 15' 37 (GROUT-FILLED CMU BLOCK OR 2.000 PSI MIN.CONCRETE)OR 1/4'x 3'(1-1/2' MIN.EMBED)TAPCON SCREWS ON 22'CENTERS(2,000 P51 MIN.CONCRETE). D®R IMPACT RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS B B WASHERS INCLUDED WITH SLEEVE ANCHORS, 1'0.D.WASHERS REQUIRED WITH SLDIE:DOUBLE TRACK 'L' i LAW HEADROOM IS HEIGHT DRAWING 104265-A DRAWING 104265.6 FUISHNM.UNTNGRS MAY BE(BUT NOA REQUIRED)COUNTERSUNK TRANSFER LOAD.ADA AVAILABLE AS AN OPTION. 6'-6• 70' FLUSH MOUNTING SURFACE.HORIZONTAL JAMBS DO NOT SECTION B-B (NON-IMPACT RESISTANT G TNG OPTION) nor MC 7'-0' 76' SECT o-0 STOP MOULDING BY DOOR 7'-6• B2' 011111111.DOOM r°a"°"'r;� 2'GALV.STEEL TRACK. _ INSTALLER(TD SUIT) I TRACK THICKNESS:0.060'. B'-0' BB' •:....,.... 16 GA ION.GN.V.SIEE79..END SOLE 11 1 8.-6' 94' �"i i`� alma B 9'-0' 100' 011 .res.a—W• •.... •01.iOFGI siva .... ...:���) I. TYP.2-1/2'x12 GA. 9•-6' 106' IIPACT-RFsSTAHT CONSTRUCTION: N s 11nGm1 610 ssoo PIA PM USE GALV.STEEL TRACK 10•-0' 112' Iamoum aF11°�oulreu'aZ ni' �1vli°Aim 1St IWWu xm1D a UM WINN•rt/me 1a DIOS and aNml 12 GA GALV.STEEL TRACKt1t naM fYYa mx Alv NIEMMOW.MOB am:tl¢N®tte NO tye °°m 11101 10 WOOL — BRACISET FASTENED TO WOOD i TRACK BBRACKET(4)PER 10'-6' SLB' InE1�0 waoaa pv.G0FID1 tx nryrel STANDARD SSEMB Y CONSTRUCTION: JAMB WITH ONE 5/16'x1-5/B' I�- 11'-0' 124' OPTIONAL DSO CO 1 2126 UES AWARE OPTIONAL/CROPS 5Am3 IS WOOD LAG SCREW PER BRACKET. I SSR CK DISTABRANCE NTO� 11'-6' 130' FIASACIE or CP APPROVED ax NAsne RI AccgtGE =nM 2'CALM STEEL TRACK 7/15'ROUND PUSMUT 1 1 EMBED 30'O.C. 12'-0' 136' END IWasG 6 EC TIE DIED\N OCE4IPLIANCEm vim FASTENED TO TRACK BRACKETS. 1ROLLER RHD ON FJ�CH IB'-6• 142' EACH BRACKET ATTACHED WITH ONE gam' •• aNDECR 000E DIROGLiSoiM ITE RPALT IO/F3C). iFDIIW1fQB FOR 13'-0• 148' WFRBORE DEERS REGIONS(IFF.DI'IFIT II FDC/DC). 1/4'315/8'BOLT&NUT.193 14 CA MN.GALV.STEE7.CENTER HINGE 13'-6' 154• MANUFACTURING PRODUCT CODE TWD 1/4'RIVETS. FASTENED TO BACK OF DOOR W/(4)EACH 14'-O' 160' A 2'10 BALL SHORT STEM STEEL #1415/5'SHEET METAL SCREWS. 14•-6' 166' MPC:DSIUO-1K479 /� ROLLER WITH STEEL OR NYLON TRE 15'-0' 172' Unls St lid OIrnITIe 8585 Duke Boulevard CLOPAY 1VINDLOAD RATING „ 14 GA.GALV.STEEL ROLLER HINGE 15'-6' 178' _CIU 18y Wee%.OH 45040 USA FASTENED TO END STILES W/(4)EACH 16'-0• 184' TOLERANCES GIG Tel.No.513-7704800 W #14.5/8'SHEET METAL SCREWS AND(4) DESIGN FNGINEIIi:.MARK >.•_.-FITC,R .0' ±.031 B06IA Pto801e Fox N0.513-770-4853 1/4'x3/4'SELF TAPPING SCREWS. .00" ±.015 DESCRIPTION: CANYON RIDGE+38/-42 PSF SINGLE CAR PREPARATION OF JAMB5 BY OTHERS. FLORIDA P.E. 48405• •.E+23832.TFJULS P.E"/9-151 000- ±.005 MOLE THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS COWL DELVE • :• ..N all NK WITH A MED SOL(D . 0OI)- ±.001 DRAWN BY: SH DATE:6/2009 SCALE: N/A DWG. SHALL BE THE RESPONSIBILITY OF E PROFESSIONAL OF DESIGN •ADS: +38.0 P.S.F. & -42.0 P.S.F. Degreee' ±1/2' CHECKED BY: SH DATE:6/2009 SHEET 1 OF 1 SIZE B ESME AND RECORD FOR THE BUILDING OR STRUCTURE IN ACCORDANCE 'A. oNFrItIF / WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. TEST L• •S: +57.0 P.S.F. & -63.0 P.S.F. IMAMS ARE N INCHES DWG. NO.: 104285 VER:IBC 4 I 3 -LORD/A PAODM©T AN= T h277g