No preview available
HomeMy WebLinkAboutWindload Drawingsl - 3V-7 - � a e Edward Degennaro ® Plans Examiner o 0 e PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIVISION 2300 Virginia Avenue Ft. Picrce. FL 34982-5652 P (7 2) 4 '6'8 WW (•o.St-Iuc e.fl.uS Fax 72 462-2522 lYY GARAGE DOOR SALES, INC. ^ e.'607 Okeechobee Road Ft. Pierce, FL 34947 C-7-7 46,1-0729/335-2388/569-1115 1)ra-WXLCFv-- C:1) bs 35 � Wl Ar Cum h-IC -. Iq akc b/ &A"' Y'- Aj'd 3z.8i 64 � oazG� � .yam, �� ��//��'�►: GARAGE DOOR SALES, INC. 2807 OKEECHOBEE ROAD FORT PIERCE, FL 34947 772 461 0729/335-2388/ fax: 461 8719 August 25, 2006 Ron Peters c:577 2552 Re: New Construction !► `1( CxhqofT 4220 Rose Lane — White City, FL QUOTATION —VALID FOR 6-MONTHS Furnish and Install the following: Permit is not included 1 —12'w x 7'h DS350 Roll -Up Door — Direct Drive Chain Hoisb-.'-40psf 1 —12'w x 14'h DS350 Roll -Up Door -- Reduced Drive Chain Color: White Square Profile: WL#035-0010/0012 — Fla Approval #1, / 42 Design pressures Inside Slide Bolt Panel Style — Brochure and Wind load drawing' ncl Ndo Aluminum Bottom Bar Mount to Masonry Jambs — No Framing Included NOTE: JOB MUST BE LOOKED AT ONCE READY FOR ORDER. Total Price Installed: $3373.00 Payment Terms50% deposit — balance due upon completion of install Delivery Terms: 2-3 week lead from date of deposit and signed quotation This quotation has been accepted by: Please review for accuracy. Sincerely, Garage Door Sales, Inc. THIS QUOTATION HAS BEEN ACCEPTED AS SHOWN ABOVE BY: Signature Print Name: _ Mailing Address: Billing Address:. Date Signed . TM Thy -aid � A L E S B 1 0 m L a L , E , T v I v N KEEPING YOU INFORMED THROUGH FACTORY COMMUNICATIONS Please find attached the revised Wayne -Dalton Rolling Steel drawings. Placement of divider tabs and option codes in your Wayne -Dalton Windload Binder: PE - 5/13/05 Remove and -discard divider tabs and option codes for the DS-350 & DS-75/100; replace it with the new divider tabs & option codes in the same location. Positive Negative Design Design DRAWING MODEL Max Width PSF PSF 701-0542 DS-75, DS-100 701-0543 ROUND UP TO 10' 30.00 y 701-0544 PROFILE 035-0007 DS-75, DS-100 ItP34.00 035-0008 SQUARE UP TO 10' 34.OQA PROFILE 035-0015 DS-350 035-0016 ROUND UP TO 10, 0 37.00 PROFILE 035-0014 DS-350 035-0016 ROUND UP TO 12' 28.00 28.00 PROFILE 035-0013 DS-350 035-0016 ROUND UP TO 16' 28.00 28.00 PROFILE 035-0011 DS-350 SQUARE UP TO 10' 44.00 44.00 03 - 035-0010 DS-350 SQUARE 035-0012 PROFILE UP TO 12' 40.00. 40.00 035-0012 PROFILE UP TO-46' 34.00 34.00 Q � cc U. N _ 0. C7 Lr Z 01 f�a O co 1__ g a- - W a 0`.C4 .LL r - P Garage Door Sales, Inc. Approval e FL�1672 & FL1421 2807 Okeechobee Road Florida A PP Ft. Pierce, FL 34947 461-0729/335-2388/569-1115 *� GARAGE DOOR SALES, INC. 2807 Okeechobee: Road R. Pierce, FL 34947 461-0729/335-2388/569-1115 re WINDLOAD RATING Maximum Width Panel Profile Basic Wind Speed EXR C 10'0 ROUND 0 MPH 130 MPH 160„ 4Designv. 0 MPH 110 MPH 0'0" 140 MPH 0 MPH130 MPH PRESS.iSPEED UUNVEH61ONS PER FLORIDA BLDG. CODE TBL. 1606.2E, TEST- ING PER ASTM E 330 DS-350 doors have State-wide Florida Product Approval for windload protection up to 150 mph and have been third party tested for uniform static: air pressure. DS-350 roll -up doors are available in round or square profiles. The continuous curtains are made from hot -dipped galvanized steel, and then finished with silicone polyester paint for beauty and durability. Heavy-duty 13 gauge guides attach to 8 gauge wall angles to give maximum windload protection. Installation to masonry or steel is quick and simple with no special preparation or overhead tracks needed. Steel slide -bolt assemblies at each bottom corner secure the closed door from inside. For added security, the slide -bolts also accept padlocks. A sliding curtain lock is available for securing the door from outside. DS-350 Windload Roll -Up Steel Doors are available in sizes up to 16' X 16', and come in a variety of standard and special colors. You get the doors you need with timely delivery and attractive pricing. Write, call or fax us for specifying or ordering information. 16£-£68-0££ =9 • ££6-£68-0££ :auogd - S60S-SU-008 :aag-llgl, K9" HO 'aapunc . 89T •N'D 685Z • uolslAla sulals iS Yg 1oo(I . •daoD uolleO-amitA\ O 0 IS, 0 'o ulna •uollep-auAm imam -aanou ioud 1noxp!m su8►sap put suoijr:)Upads iamoid agl Autga of uISTi ag1 aeiasam am 'sluauianoidun lanpoid 3umupuoa;o asntaag •lsanbw uodn algtlrneu si Atuujium slip;o Adoo y soloa a8utga io 311rtP of 1ou paluti-tuen sju;)A jo aagwnu xp iol aoloa ilata of x)p-d •smt )A 5z aol dmlaad pur. 12ulxamm 'Suiddnla paanpul iagpeam lsuirsr do plog of ,$uuiaum pmIunl u sug luitd •digsu-punpoen put slulaaluw ul slaapp jsule$E A LI�TV2I dVA\ Gal Wl l H xpT.tA s$U111.1 pup, sloop .11atp;o 11E alap,q salzulplsgns s1l Pup, •daoD uo1lEQ-auAE! :dl<u> mA& (;Vsuv lim3cl ap!nq -. guipiinq xp pup, aoop xp mamlaq sivas aatpmm sp, sdols Uuap apis pup, dot na iLAUnA gc3 sap1s' sA?ot../. laq iq �MTpA-,gn saT l pualu Aip)Aw giod hjnp nuu Io A -S P;)Ir uruRi 1101 Uin lu !p,Y ;oSJQ m SaanlEa1 u ulvInsiq '>Z) isualxa vidVutiunovu _ 'uop ado pazia ^IVOUI duE sldp,po 0 ",0,9T X .,T,ZT sazis aoop aot aiquiiunu si lstotz utvg3 aat.m -aanp ac r t nuo Aldo. "ZI X .ZI ' of do sazis .coop aoI aigp,iiunp, s1 lstoq ut aar sp-paAlp jvuomaw aauEFcq.Iaxunoo puu uiulana loop woddns -uoisumxa pur uo 4vz)ol paaaoa ao3;)In 3Ip o}.p�pi n� diia sSuijds ipog •adil aai uas Suo1 puE uopzaado �isEa -X ooul of Sigg- laen pur sazis aoop waaaipp aauggaalunoa of x ua Suz.tcjs jaats pa.ca4 mal In :Iapmq isud do guipof xoo ;)Awd scjojs aoop ozjnuio inV I� VOIT uUsuoa raa;s a uo �S.IuoSTIU of Appeaa umui sapia os�-SQ 'rams paziueAIU rr uloa3•paulaoj aae sapzn$.toop pvojpuz& IO 'aiq osle por umino aoiamxg •s3poiprd idaaar sTroq apirs tpoq Mianaas pappE ao3 -saauaoa uloIIoq atp lu apisui wau aoop pasora aIp Nz)o11ams �4np-imq 3o apuw sazjqutassn jjoq-aptjS IO •1zEEaasE r (uiA odA3:ltirngnj;)jgv )Ejdal pue juq wouoq umuiulnp papnalxa `arSue rams A4np-"r;) r sapnraui rCjgmassv aj.Sun u o'HOU -s2uTjuz)q 1331s „qV5-I IPTA rams pazi ApS utAujp-chap si jaagat omit I soop pue 2uiads `aixe;aoddns Arpi8ia wield IaKaeaq pots Ainp-iAnH siumngnfpr aim smolF puu `uoisum aoop iumsuoa sproq iQqucassb Suzjsna ajxV I©• 2upri prorpuim aoj pannbaa sB unM oI pmaAia = szjaojpuzm jSVqlm air aainaas aauor pug uorlt xado aaaamb �ulpinoad `shed maul 5uipirs aoj sapmg snonupuoa uo s4j4s.avaakjjun auajd jotjjdjod la iuiud aalsakrod auoa1ps ssorg u2ni Ip1nA palrsiug ualp paullad `rams 'Dg-gz paziu>jr2 `paddip-Ioq si umlim `ajtfbid acmbs .to puno.c uz ajgb1Znnv uznmna .coop pajn8n.tto3 I Iusluugaaul Suiads aIg sr> aauoa pu> `Izorazaado Am puu qjftaus aoj aapugb anbaoi 2uous -e suuoj rfjgmassd .taays tjol pajv.Qn.moq I0 gs!uy aml/A Sssog) c u! algclmnc oslc si allilAp z apbd pun ylvgg lsutvSV 4uvaavy -snarl 07 mono a wo on!g uoofc{N auuaRur.,!, leal ='20 islAnn ague,! waj now uaaao pau azuowg pall anlg ITU Ra eaass io!mj aunualeA aelocl laasar) IepaD a- naar� ...rooliaA _w a!!gp1 anlg uro039 ,a1nLk� losuns jamnH ISM le iol! pauauPuoz) apvd puv ylvgg l tv-' 4uv s.tvA -tvad OZ --- 14.19 D D l 0 0 o e BRACKET_ DETAIL_ SCALE = 1:t2 by APPYD. 01 i RELEASE I R.25 (TYP) l .625 -- m WINDLOCKS ON ALTERNATING' BEADS 1 PANEL DETAIL SCALE = 1:4 z t. 3/8 SLIP 3/16 STRUCTURAL BLIND RIVETS, (2 PER WINDLOCK) GUIDE_ _DETAIL SCALE = FULL 035-0010 "M* 1. UNIFORM STATIC AIR PRESSURE TEST PERFDRMED PER ASTM F '30 2. TENSILE TEST PERFORMED PER ASTM E 8 3. TESTED BY ARCHITECTURAL TESTING, INC. 4. CURTAIN IS .018 MIN STEEL PER ASTM A 6S3, CR.40 �ArMtecturalTesting 5. SEE 035-0012 FOR COMPONENT DETAILS anlpleuoltpiIts Wlth these Beu ts. are WWI TEST REPORT TEST BATE NUMBER RESULTS UNIFORM STATIC t:2 *DENOTES UNTESTED CONFIGURATIONS APPROVED BY COMPARATIVE PART HUMMER WE10T (L0.) Tau WINDLOAD TEST, DS-350. 12' x 8'. SQUARE PROFILE PANEL, REFERENCE 1-40 PSF DESIGN (t60 PSF TEST) MATERUL AS SHOWN AIR PR€SSURE TENSILE IN RY CHECKED P APPVD. BY TOLERANCES (U81ESS DADS OTN£RWISF. SPECIFIED) Kom 12/2003 ' UNEAR .X I .OBO LINEAR .xx 1 .030 VNEAR ,XXX t .010 ( 1 Wo. NA. �en5n E — WREN Ttu ORxi1N,LL RELEASE 15 .50' Nx;N ANGULAR 3 .5o• �°' DlNsl� AS SWUM DOtEMiONS 1N INDIES Wk.. mb..4116 .tutor eaD+rtte ans ,M rorecm a w�.nL SIZE NO. REVISION W NI.t m r.73I's M Dttat. DR TO WA$ WA1y( btt A R1Rtn uPa, w4Mtt1 ryaue;lgw Or rttttao+m �nrasm. s JORAWFW 435-0 010 DIRECT DRIVE CHAIN HOIST OPERATION REDUCED DRIVE CHAIN HOST OPERATI MOTOR OPERATION* 'Q MANUAL OPERATION* OPERATION DETAIL SCALE = NONE STEEL JAMB 05/16-12 x 1 SELFDRILLING SCREW MASONRY JAMB 01 GROUT FILLED BLOCK, 300OPSI MIN GROUT 03/8 x 3 KINGPIN WEDGE ANCHOR / MASONRY JAMB'.j2* CONCRETE, 300OPSI MIN 63/8 x 3 KINGPIN WEDGE ANCHOR JAMB ,DETAIL SCALE = NONE `WEARSTRIP, _12 GRIP 5/I6-1$ x 5 8 THMS 2-375 a .168 MIN STL - e� j -- 1.375t.020 PER ASTM A 653 tD-1272) WEARSTRIP, .40 GRIP R.19� DJ 05/16, FLAT WASH —WALL ANGLE Z05/16-18 FLANGE NUT y�_____� t GUIDE_• ASSEMBLY DETAIL °1 L :0$9 MIN STL PER SCALE = 1:2 Qo ASTM A 653. .--- 175 -- +- �V,�rchttectwatT Tq G—GUIDE DETAIL WALL ANGLE DETAIL To-Auff4 eccvinwiththese&A&Rs. oevlajmamrmm. SCALE = 1:2 _ SCALE -= 1:2 41 0.2 New# Qjr._ m- oge /A R-os Ttcb -S - *DENOTES UNTESTED CONFIGURATIONS APPROVED BY COMPARATIVE ANALYSIS PART NUMOM wEIGAt (CR.) nrtE WINDLOAD TEST. DS-350, SQUARE PROFILE PANEL, REFERENCE COMPONENT DETAILS 1 MATERIAL AS SHOWN REYD, 6Y APPVD. 6Y RELEASE 035-0012 1 SOD - I o 0 1 t i I o 0 A.. qq - 1.62 .19 + I WINDLOCK DETAIL SCALE = FULL Nm: I. UNIFORM STATIC AIR PRESSURE TEST PERFORMED PER ASTM E 330 2_ TENSILE TEST PERFORMED PER ASTM E 8 3. TESTED BY ARCHITECTURAL TESTING. INC. 4, SEE 035-0009, -0010, & -0011 FOR TEST DETAILS TEST DATE ��NllMRER n, RESULTS UNIFORM STATIC AIR PRESSURE TENSILE �.. LAWN By ICNECKC0 BY JAPPVD. 6Y TOLERANCE$ (UNLESS W. DAUS 011HERWISE SPECUIED) I/t5/2043 LINEAR .x 3 ." UINEAR .xx 3 .030 LINEAR .xxx t .010 1 T tt.rL. oabw. N1:N INIS XE - W0' 0MINAL RELEASE Ix M .5t. ANGULAR t .Str a. 2v b AS SHOWN DiNENSWNS IN moir$ pp Owoe oeto LLtttp � Nxt1dM 1110 Le[ m pouym ac Tnwt 92E *"ym ON DRR�AwING N0.(�}'y Lr M •MT Po wtff Y WY4b bR t0 Rxa1N1 Lin ZTw I [ cco NVTMI f' m. Mom,',, M tAgQ lH[ Jp�WIXMC AN9fllIkT. Q L� { W J `VL r a rturiva nuiiuuig �_oue kimine Page 1 of 6 � b "A"A Submit Surcharge Product Approval USER: Public User .4 •�� � �"� :: ems, Stats & Facts Publications FBC Staff B, Product Approval Menu > Product or Application Search > Application List > Applicatih, Detail FL # FL1421-RI Application Type Revision Code Version 2004 Application Status p oved Comments Archived Product Manufacturer Address/Phone/Email ►+?��A Authorized Signature WO A�l 4 Technical Representative wh Address/Phone/Email &mo Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Testing Lab Quality Assurance Entity Wayne -Dalton Corp. 3395 Addison Drive Pensacola, FL 32514 (850) 474-9890 wfrederick@wayne-dalton.com Gordon Thomas gthomas9l@aol.com Dave Monsour 14512 Lincoln Way St. E Dalton, OH 44618 dmonsour@wayne-dalton.com Exterior Doors Roll -Up Exterior Door Assemblies Test Report Architectural Testing, Inc PFS Corporation http://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquDEJErtOS Cenhwi zhG... 9/8/2006 rlUllua J:3WWII% %-UUC VI11111C Yage 1 of 6 Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Gordon Thomas, P.E. Standard ASTM E-330 TAS 201 Sections from the Code FBC 1609 FBC 1714.5.3 Product Approval Method- Method 1 ptio . Date Submitted Olt/2005 Date Validated 12005 Date Pending FBC Approval 10/05/2005 Date Approved 11/08/2005 Summary of Products FL # -�1mo Number or Name IlDesc 111111421.1 IIDS 350 Round II Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Round panel profile, 10 ft w,+/- 37 psf design pressure. Steel and grote filled concrete block mounting. Not for use in HVHZ. Installation Instruction PTID 1421 R1 I 101-0C PTID 1421 R1 I 101-01 PTID 1421 R1 I Service Verified By: Test Reports PTID 1421 R1 T ATI 01 PTID 1421 R1 T ATI 0_1 PTID 1421 R1 T ATI 01 PTID 1421 R1 T ATI 01 PTID 1421 R1 T ATI 01 PTID 1421 R1 T_ATI 01 PTID 1421 R1 T_A_TI 01 PTID 1421 R1 T ATI 01 PTID 1421 R1 T ATI 01 PTID PTID 1421 142,1 R1 R1 T T ATI 01 ATI 01 PTID 1421 R1 T ATI PTID 1421 R1 T _01 ATI 01 http://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCenh,Aj zhG... 9/8/2006 rwaua -Dunuing uoae unane Page 3 of 6 1421.2 JI:DS 350. Round Limits of Use (See Other) Approved: for use in HVHZ: Approved' for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Round panel profile, 12 ft w, +/- 28 psf iesign pressure. Steel and grote filled concrete Mock mounting. Not for use, in HVHZ. 1421.3 . JJD8 350 Round Limits of Use (See Other) Approved=for use in HVHZ: . Approved for use outside H : Impact Resistant: 190 Design Pressure: +/- Othem Round panel profile, ft w, +/- 28 psf iesign. pressure. Steel and grote filled concrete dock mouting. Not for Use -in HVHZ. 421.4 1113S 350 Scuuare Limits of Use (See Other) Approved for use in- HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Square panel profile, .10 ft w, +/- 44 psf Design pressure. Steel and grote filled masonry 'noutit. Notfor use in HVHZ. 1421.5 DS 350 Square PTID 1421 R1 T ATI 1E PTID 1421 R1 T COI - PTID 1421 R1 T HET LE Verified By: rest Reports iallation Instruction rified By: ;t Reports Installation Instruction Verified By: rest Reports Limits of Use (See Other) Installation Instruction Approved:lor use in HVHZ: Verified By; Approved, for use.outside HVHZ: Test Reports .I.mpact Resistant: D.esigni Pressure: +/- Other: Square panel profile, 12 ft w, +/-40 psf design pressure. Steel and grote fill concrete block mounting. Not for use in'HVHZ. 1421.6 11DS 350 Sauare Limits of Use (See Other) Approved -for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- O:ther.-: Square panel profile, 16 ft w, +/-34 psf Installation Instruction Verified By: Test Reports http://floridabuilding.org/pr/pr app_dtl.aspx?paranl=vGEVXQwtDauDEJErtOSCenhv.ri7hCT_.. q/R/,?nn6 r 1 AV1A%2pt-<-v"$R-1,.l.L,[=Cj ik4 ,I s f ':"f i > �: -� 'y F �,r f 1 k Fage 4 of 6 .tt ) i L A L !lY �, 4 i 1. ... t ., P .. - T 2' �. x Y f 1 t .y _ ... ^ 1 - f :x /* - t G Si r, 4K e , ,, .r ,�s L %S' I 9 re r4 I. i ,- '� , -- r ,' g Yt r" 4 c s c rr r s r; e t arkd' r# e ti ed` eaRc t� boot ` ��=�afot;y�s f ' 4 - _... * If... > t .-L 11 - -, lA -, - `` , �N It s-vY'*�;",� '* �. �tr"1 i" � ,� a .y�.'`yra K r �., '� - L :, n r-k i s,I.: ,j d. / .t - - 'S, -a._,4.i - t 1 F ` tr ..�$'.t^ . " k 1 z? y, 3s 2.. - rrl t x r' .� y . e, i �,`�tyri�`? �fl•- a' ..s` �piaa�I.'G ems. "-s k '�rc'S�`"* sr �. aC„y5�' - *, i--,*�" .}i-,. _ . — fi �{ �'� ` ' '�:` '� u Y ,e:`' � x � :Cr'r 4, k'4 a.u� 'a Yr' .c,� `r +.''�. > � �"" " ;1'�stiS�'�tl. �•- 7� -' �, k`•�O , q. N '�. ( 'Y Y, i'Ci "'`: e", t" - }.�i�rslFl n.' . y e-_yk ,s v - a.. �' - .a, f"ttY` -F-c� &w �W .' . i # p ekr s �- 1 ' f }+. 7 n �MI t .,4 7^r '' s ram.$' Y r -i� 1yK, 'T.. An „Q y f3J,:a ,a 4 Me�%Q - - t a -y'. ii'' '`,yP" { A,:. -±,aa f sf,, �a?'i .ice.:. r' ' i yf .E . '`` �-. 4; , , MI ' t?a-'��-,",fie �' �,,,. ''f f zc ; r a z= L tQ Si l7 essril�e � > _- .. F�''`ra ¢;x t�'Pdt,`:Y' x=-s.='�`+ 4 i '�-r. fir^, 'eft -_ i .r ,V;, t 411i�fYrOE �� Fi11( �1 ' ti � ; ��f� � ,",P �fi °r,`w 4� s Ce i''U"..�`r 1y� 513 r'i''s,, y ,[., '�"sr��..,i�. u �,("� f _(''rr x + S ` `n 7 ,�,i .ztir xt;d` �,���7^i ..-et�EC.`pYaR,M��,,ri o, Ff x . c`r ' 1.A- E'I'f cEs�R�x 141 1�FI1�1 �i . r x ,ate YC,t r r § - .. -, K' �, -t h sl i�aC a,,,J r"�,-f +rx,,..s ��. i Ye£...s.:~ _.. sk.t zk..0 :ate fl S; k -.< 2t;p j z,... �.i - R .. 'll�J p t +,.7 '.� a z �'k3 r r ) T . M Q� j�C � r t �� rrsta'�la o flstructr'arn r x-©Yen�`eZ�� 1/eritetl By T A#lf-ede ft ;E x 4� TestrlteRorts - } t J t � c� 'irr�t q 1 rt-� - 5 f n. 1 I "" esrc, n. I essFl� A• M �� / > 6 MYL I IT - - ti r -c t �:5" .�' k�F) a k .,,� ^r ysst r' �' , ys ew, f3 r 7`Bd3 � _ Y' - .. �(}i�fs�gcessr zSeeFq ��,Z ; t r ,J..�3*�. q,x'Ac'k'ii.u&;'eite'-• wA y i 9+'-� Lt@�G-��—,{gig'#X'�t r= Vie` yc� c �+ r M M c F-f .u,�!/Vy- 3..z S Pzg , ,-., 'ce✓ - k F v{,.�ti ` 3 1p/'{r `\o ��Tt�4i i��.,1' t {x1 ����5 +,w •-S*>`=t hj<'� ''+6. 5 �'�i, 4. #S`{ 4 C 'V rEfIS:r.0 B .. ppro , f €oosadet�r41 �a Zest �teport f- �t r �, " -, -*'' -�` *� z�n '.:�"^ram.. r .r y✓^,r, 1 Y -.'�-r < T { '� -t+s�l ' �r' f ``�.bw#' ' -1 ,'- fir' C',..�, l s' r a-x ,7 ...r .� , Z's .1 k rPia ` .tr t rt v j of C -h, rw t.,,.-5- > 2 s �v r k / :` ' .. f zL `' 4 s :v-d .c ,.,.y ti. r "! tr?�, g `f "d R ,z. x„*'..q -C F . � @ r8 ` `,ewes.g ,�;h t Q i [ F r- _ ; R 5� 7 fi v� L y/�t �v ' az �y wA n n pv 3 � Mw l fr =e ',W 5, r s `� t e h ee . gGote ieUMW abet 4c.� r TEv i`�^ e .mom ..4 m a YsSa- �"r s`4 �yhc y II ,j - - -. 7- y k .. i 't aaw�' s "'4.``.v� .fir ``� 4 syV. n .1 :�' a-xa �* �4,x " "`i - ".'ma's x ; r aA a u .. 1 ? fit, �e�ary r t v . � < _ z', I �w O 5�� ���e�( r e m h ' s''r I is a�(7froll R UC 2�wv��p'� Syr.. z�r k i y �45 t��n Y t{ .� J?F s.f-k fi , #� 0, 'od �r 'KI � X� 3 v sera r `. c Ti S x r .. ,,, Uerie�d By rF orrs ode tt=s i Y P �, �Yi�$, 3 Reports` . l ,� i��Y1��SHF.P.',- r� $ u2. It = 4 t R , 1 9 - t -a - .-r -w _,- 4O � S U�:t�,, �es.�t` .s�W , •�. Q�i44 � b�.�iT 7t ...> , t r t ''`,-1 r- - - $s,r+, ,y- x.F... 3 `,v -1i �% �M'A,v:.t pr,�• r > kf t -z,� - z�, �.. sa3ety ' gg'�ai.'� i+ of a t'L �C ,ir-' `"ti" �° �' T:n k� ''f z C • z : r r . . x pressuree�ae{le�{ �aceboc a :tee'�, i. J k};r2�! k, -3 a Y e �,-�-. i�iy. yk '--,� .. t - °` t, `r < _..,, iFly s..; ?�i�n_..0 %nz—, U.$rye s:rG+N �..}..'1��>` .,,....a.,.'_'.f" x.. K....'' ...i.:uC� °rirt. fir. r_.6 r1-Tr, r. t 1 x -'i^'c.'`21 ,.r e s1','�t+y(��t.^` s"�y7'us:„+gip .'+T-e'�rryyiy ,�, ,t ,�„ :.r 2 Y. t Y r _ r . +.. 'i�szJ `�L. `. 3,:; rc..P :, {3 1' SSt k '�� "� �1` d gam, n ;1 1, ,; . 'r- . a, _ ` � 4 � Ex�? � ail �< �� ' ; :. y, ;C � t ., , Ust�Ofiioii= i s l �... �> F ,y a kI3 ­v x .,x. a `� h�' P 4 e ..�.. x „s . x'4-Y k .v� . c �' YN }i) 1' ^, ,; (� r } _.}.e of L'J• ., t t �` +h, «,t ,m,_,Lf� r S' ff n. - s 7' ..�- y x 1 x'f v rYFt -!' o s _ s e 1�iie�4 ��,�S i 'ee �� s o , r 7n c 5 tv . >a s• t, . i.! �T 4 - s 2.1 w ri s '�3 -«v ,� T;.>z7 '� � f _" ✓ .0 r C e s x - I r r n .r* 4 '+ce-r, ,� r,5�-` ' t tI"r - -+{'i at ,s t' * i 5 1 r } r r t t r Y J �iip //og�aig erg/pr ap,xtLaspx�??vs��4JErtOenvtzhG.. g!R%���F::`... r ioriaa building Code Online Page 5 of 6 Other: 800 Series Service Door: Flat or insulated slat, 16 ft w, +/-31 psf design pressure. Steel and grote filled concrete block mounting. HVHZ. 1421.12 Series 800 Service Door Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Test Reports Impact Resistant: j Design Pressure: +/- 1 Other: 800 Series Service Door: Flat or insulated slat, 16 ft w, +/-37 psf design pressure. Steel and grote filled concrete block mounting. HVHZ. 1421.13 Series 800 Service Door I Limits of Use (See Other) - Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Impact Resistant: Test Reports Design Pressure: +/- Other: 800 Series Service Door: Flat or i insulated slat, 16 ft w, +/- 47 psf design '{ I pressure. Steel and grote filled concrete block mounting. HVHZ. 1421.14 Series 800S,ei tcea Dor Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Test Reports Impact Resistant: Design Pressure: +/- Other: 800 Series Service Door: Flat or insulated slat, 22 ft w, +/- 37 psf design pressure. Steel and grote filled concrete block mounting. HVHZ. 1421.15 Series 800 Service Door Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Test Reports Impact Resistant: Design Pressure: +/- Other: 800 Series Service Door: Flat or insulated slat, 22 ft w, +/- 56 psf design i pressure. Steel and grote filled concrete block mounting. HVHZ. �............_._...._........__........................_...._........_....._...... ..... _............. ............. _ Back hex http://floridabuilding.org/pr/pr_app dtl.aspx?par un=wGEVXOwtDouDFJF.rtORC..PnhWi7h0, 4�Q;�nnti