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HomeMy WebLinkAboutRevisions; Adding 5 Sectiions & 1 roll ShutterOFFICE USE ONLY: DATE FILED: REVISION FEE: 'F'10 4ERAIT # 2105-0045 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION .2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 3120 N. Highway Al #1401 DETAILED DESCRIPTION OF PROJECT REVISIONS: Adding 4 accordion & 1 roll shutter from 2004; Totaling 5 accordion & 1 roll shutters; Value = $1,798.00 i. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: 16572 BUSINESS NAME: Expertshutters QUALIFIERS NAME: Michael Heissenberg ADDRESS: 668 SW Whitmore Dr CITY: Port St Lucie STATE: FL ZIP: 34984 PHONE (DAYTIME): 772-871-1915 FAX: 772-871-0990 OWNEWBUILDER INFORMATION: NAME: John Weiland/Expert Shutter Services ADDRESS: 3120 N. Highway A1A #140/668 SW Whitmore Dr. CITY: Fort Pierce/Port St. Lucie STATE: FL PHONE (DAYTIME: 772-871-1915 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: Tilteco, INC. ADDRESS: 6355 NW 36th St #305 CITY: Miami �j STATE: FL PHONE (DAYTIME): 30 ,1;1, .q. FAX: SLCCC: 9123109 r Revised 06130117 t 5 A , ZIP: 34949 ZIP: 33166 r'. TS QLA I jFog A c - - PEAK ROOF HEIGHT LESS MAN OR EQUAL TO 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L" LESS THAN 7'-9" L'= GREATER OR EQUAL THAN 7'-9" AND LESS THAN f2'-3" L# GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULT%MATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. 0' - 15, 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 > 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97.4 58.4 > 30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 > 40'-50' 94.3 56.6 126.2 75.7 1-92.9 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 > 50'-60' 97.3 58.4 130.3 78.2 55.7 121.5 1 72.9 87.2 52.3 109.9 65.9 / ♦ 1 I i � � r r / ► A ♦ / i i � i / � � YZI♦ _ / / ♦ � i _ � ♦ i � S r r i i ram ♦ / BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF I- LESS THAN 12-3" L+x GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 80, - 9o, 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 90' - 100' 973 58.4 178.4 107.4 89.7 53.8 1579 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 > 120' - 140' 103.2 61;9 189.2i 13.5� 95.1 57.1 167.4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 > 160' - 180' 107.8 64.7 197.6 118.6 99.3 59.6 174.9 104.9 > 180' - 200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 > 250' - 300' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 1114.7 > 300' - 350, 121.0 72.6 221.9 133. 1 111.5 66.9 196.3 117.8 > 350' - 400' . 123.9 74.3 2271 136.3 114.1 58.5 200, 9 120.5 > 400' - 450' 126.4 75.8 231.8 116.5 69.9 205.1 123.1 > 450' - 500' 128.8 77.3 236. 1 L1441.7 118.6 71.2 1 208.9 125.3 NOTES: 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-16, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2.) - THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND A.S.D. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5.) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). I:, Q� oj7v CODE COMPLIANCL- ST. LUCIE COUNTY EOCC INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. * L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. ** PRODUCTS WHICH BEAR A MIAMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL PEPOf R0 }�Al �E 0owlMilliwito �cR A- T/44 ENSF ' J'p No. 44167 -_ STATE OF II fill I 2020 (7th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES BILLING INFORMATION 3120 N. AIA #1401 FL Pierce, FL 34949 5 JNVOICE h?l I - VIP` INSTALLATION ADDRE 3120 N. AIA #1401 Ft. Pierce., FL 34949 INVOICE # PHONE I PHONE TERMS DUE DATE 13233 772-466-2608 Due on receipt 111812004 u— %,ouniy Loae Approved White Accordian Shutter System 105 x 104 Sliding Door Shuttersare Dade County Approved'. Delivery Time Ap peox 15 Weeks. Five Year . r Warranty on Parts and Labor. Shutters Must Be Lubricated Every Six Months to Protect Warranty. Jbb Completion Date: 4/6/b5 SPECIAL INSTRUCTION: SALES REPRESENTATIVE DATE PURCHASER TOTAL qq qq 1118/2004 DEPOSIT BALANCE $0.00 BUYER'; RIGM-TO rk',Crj. PgTRIS I&AHOME SOLICITATION SALE- AND IF YOU DO NUT %VA.';rTHL qOOD5 ORSFRVICE YOL:"I,%YCA%�C12-'9i]SAGFLFE.%tE.NTUYPRO.VIL>I\Ci%,;FMr-.- On RSOIA, fly TRUGRAM. OR BYMAIL. TillS.,'OTlr-E.IIt�s-riNDICA-[FTIIATYOL:DO-,�OTI�'-Z�TTi 0 KV CE TO THE SELLER IN OF ME THIRD BUSINESS DAY AFTIRYOV SIGN THIS AGREOMEIVT. I lr'G ODSORSE ICES AND MUST BE DELIVERED OR POST NtMVKFD MFOREMIDNILilfr . REL%IE.\T. THE SELLER .%IAY NOT UEP ALI OR PART OF ANY CASH. DOW-I� PAYMENT PAYADU TO FUMERT SHVITER SERVICES 'NC I'M RCSF.RVrTHL'"RIGHTT0 ADD ON1.3% PSk MO\�Tjf 0.%,,%, BALkN.cr DUEUPON COMPLETioN.ALL CHECK F YOU CANCEL Tills Ac; NY 01-TROum 668 S-W. Whitmore Drive, Port St Lucie, FL 34984 - (772)871-1915 - (800)749-9056 - Fax (772)87.'i-0990 EXPERT ESS SHUTTER SERVICES INC. "We're Taking The Shutter Industry By Storm" 668 S.W. WHITMORE DR. PORT ST. LUCIE, FL 34984 V72) 871-1915 (800) 749-9056 FAX (772) 871-0990 .�t1U 1 4;i K.y'Mtt L HLL'iLiJL./iLi:CSCil1_Ut1IC7 G.ULiCA ii{ F'KU1C .'E/CLl -.t:K.T FNE YEAR WARRANTY 1=0R PARTS AND LABOR: ; QUOTES ARE VALID FOR.30 DAYS. . SHUTTERS MLt.ST BE MUNT. NED PROPERLY (SEE MA#M ENANCE iNFORiVf/ TION) 140: Emaii to: p�ddlin@yahoo com Gall me 86-39 9556 Email Cameron@expertshutters:com. CAMERON CRIBBS TOTAL $599 DEPOSIT $1 99 BALANCE':. $400 WWW.EXPERTSHUTTERS.COM Jul Q File CoPv I , REVISIQN 3CSS'home <.c.i a41n , f',user i�¢gistt�c�o� 8 Hat Top�5� Submit 5�errJfrg@ SWLs A facts p�titt�tt hs Can4act us BCTS Site hiaP 1 rpkg g Search, �e il6ER �.uhili'uS�C xlds�#t"Yx�+f F/arw:?� pr�stras�; or':A� firt�ttbp h,�s�5rcii �;� ? ap `�i . D "it ,, `'� ` �ipplical�on'TYPe�: �Reu� an; Gkde Vei^siori 2024 � . :ApPh�atlQn StatueAll""FAp,ProYB ' as-06� M &OPY REVIEWED FOR =,"COM.COMPLIANCE Pfoduc Maaufa Purer kAmencan Shutt rSystem" ci in , l�dt(ress Fhone/ rraT� cot 6 y1� straads Qf�ve �■ V V I E CQ N 1 i ' =West Paint B�acb',Mr3 J07 551Ei26. �Q B O C C " �F�feeley,��asteCnttisst8i�o�j, • G a > a '^;4�Itltotizer� 5igh�4UKe �'S�tl Pe�t�y �- ' . ' £Iradngt?ez�eastefntnetal caM� TethnicalfteprosentaF�vs t ualtky�lssutance ReP-m en 7AddresslPifone/�inat� f `' °Catearyr Shutters'_; -Subca Oak ;Accordion, :Comp��ance McEiiod�galuatRon F�eport fra�rtor#da Registered Arch►teccr a l EFensed Florida .. � �� ;Prpt`essititaa# Eng►neeC� s Honda Eny(tieer ot'; Arch�te�` Nfarrte:tnilia dev�i"tsl5ei! the%ihraiter A "fiilits, fr; �? E . , ,�EFraluatieinRepart;l,: ;��. _ uaitty�sUPancentiiy,.i�aE�analAccieditafrnrtaF4meriagetehtltls�itcfEe t Usjity Assurar �� tCoOtr�stt xparO Date a`12f3 /202i > u Va7idated;�Y ]a}tit Heiry Katnpm(anh lr r S =�ia�sa%nkCheekl�s5ardcopy Recetueil v �ettifiratenP'indejendQr}ce,� �pL3�9 ;moo �CS,�C�F Aug �,nb` 2 ndF, .. s FL 1'FC�O COI=C01'A d i�. c# 4 �:�ry3R9 0 C4T'�C}T .SSA $ Ab 3 iteferegceit Stndaid andYear jof Sfatdard) rdard " Year; i M -18853 �0-iz ;'" 'ASTt�;1998 2612,� 41, '.Equtyaler�ra af�proi'tUctStaynlards,�� ` �Cert fiedFBy� 5ectlons frp0t the Eo�e .s ProdacE ApprovaC.Method l (�iethod';2 Opttorri7 ;bate 5ubrrsittaef Si0/15/2b20 ;Date Uaiidatesi 11106/2020 bate Petid#ng FBC:AppraVafiz, : ii/b 2020 Date Appravec�, - s ,iZ/1SJ20Z0 Y sudiine }` of Products: IF4 # rr" , Nlodel,, (�urintrer ar Mame . Descriptrcn _......... _. 3$9 1 • Bertha "HV Accnrd{ran 5hu1( er Blade 5kfat edt atuminat 1nte tacicing;EsiadeSreteined b} tracits.{Eop 1. {Nan:HVHZ) Ewgq&5 and tr9ttnm) for stdrm protect#on= t imtts of Use _ _ .. Ilustali�itron1i, U- otlans Approved %r use ep IiVHZ Nd r F 35 EZ10 `TL' 13t�WI9UG ASSA Bt�al�E3 Approved far.ilse outside HVtiZn Yes '._„ verif(ed By �rnencan Tact L b';WSauth Florida,=tr# :: impacCReststant Yes Cre�EEd liyTndependenThird party Yes Desiglti;presswne N/A Evatiiatlan'Reparts, gther Large%#ssile Level, D`� Maz span is 12' 9" for"4d psf :; FL389 Ry 0 Ai= PER AfiSA BLAt)E3 �:: . positive fiSD [nad;attd 13' 0" fad �5psf negative ASD;ioad Ehe !"radtd by Independent Ttiirdrpaiy YeS 'HV3 biaiie w/o wandaw b(ade�5' 2" far 110 psf A5t3�Iaad for . ;; .., _ , H t3 blade iy,76 wtttdaw blade and B � '€ 5 psf, 9^ 11 far -,55 pAH ;3'ptade a/wtnd#w blade iarkigg id untsart-hlaX spoil `-for F{V;blade w/,u wmdotviiade fof instl(ai#prxs intst t�ietat ':Stud walisis,i9j far{max ASD preestlr+e rattr5g of �72, 72nand. ` , &4"�forA.�6$�'G4 psf SeesCieetf 5°>'trFotbersparts andrr�Sl32' � . press r 39gt2 Bertha3Y Acarordtbn S�iutir Blade>idei#�iurttml�m iniertacktag lilades`rair'd b}( tracits (top .,. .,.., 6niy {Edon H!JHZ�- Drvtg 2d 154 , .. �, and battaCrr) fair starm.,p�'atecHan � `' a ,t.lmlts Of U5C' �'�� , „'v -, �nsfal.IatlOn t1,stCUCtit1l7$ _'l -.. Approved for use In HVfIZ No z P 3S9 0 ` °DR�NaN a}odF { . A0Oro�ued [or use o4tside JiIfHX Yes Verified gay SCnencan Test Lab.of vuita F(anda,<Ini v., ': Impact,i%slstant �'es :� � ,Created by Independent'1'htr�1 Party'Yes;' ' pesigniPeessure' il{/'A • � � Evaluation Reports � � z ' Qttlerf Large 'tile' £S° MaX $part is°15 0" faro p s E 3 FL3 t7tX {E QER dSSA BLSDI r nc(f , ,> Objg itivfkA D iopt[depentljng 4rt c r�tarmakeWand tgcktOg red"; Creafeci 6y Irtd --- aen Third Party', Yes u :con�gi)ratio�n far Ehe HVi; 51ade, 8' Q" for �'?�r '72,p s f A S.D ' - , i load[ for}4it bade for Keystone mountings 7;' q"p s f €or metals r}#sort Seeisheertid 8' 0' , r�110 p fdr HVIA lyalklrig in 4 €� is 7r it and 2q respect;ve#y�of install"atiork "£ dravings%r ati�eCspaps aid laresstares 389 3 Bertha HUAccordian Shutter- 6xtrudedlaiuminum inerrocktng 61ade�re£amed by.trasks 0_ 20T HVHZ�,...frt"?9 ", �3;� and bottarrt) fP� storm! ptotecban. i 1lrF�tS !!f ltse 1 v .. :� Il,istaf�latwoi} InstCuctlOns Approved #Qr 4. !n �ltf#iZ No z , FL �8 t�10 Tt C3R�h1 ASSA 8LAbEi 2 Approved for,use outslste tt11HZ: Yes ;" Venfied)3y American Test Lab; o€ SouEh onda, Inc Impaat Resistant Yes,'; `, Crea#id KyrideperidenG third Party Yes DesrgnPressurN1A Evaluatror►°Fteparts • tJther Large m�ssi(e Max �i5' 0 span aE 3ozp s f /451) load Fi.389 Rig $� aEa €i5SA BLADEI 2 yam, . ;for Blade !and 18' 0 far Blade.2 See schedules an s}leeb32i , Created byklndependent Third party aYess �5 ar?dr�8 r�especyvaiy T GENERAL NOM: t BERTN,I :�IiY ACCCTiDiOi1 SN1lTTTR SYSTEE7 SFaOWN ON iTKS PRODUCT EYAT.UAAONe iloCtlUiHT (P.EO j HAS BE19i� VER1TSW FDR; DOWUMCEAN :ACCORDANCE WITH THE 2OM OfA- EDTTTON)OF"THE FLORDA._ RU€LLLIC, CODE. TNiS'ACCOROION.,SlIUffETi, SMLa S"I; NOT I E lNSEAUED AT 1RGN.: I{EI.OG,I'T`! Ht?fittlCAPtE,ZOHESi .DESK--N WIND'LO,+DA4.:SHALI, BE DEfERMJldED AS PER,SECiON 1820 &."ME.'.ASOVEMMONM COD£ FORA BASK: WIND SPEiD=MUIRED 5Y THE 3URISCIC ItN WHAM=SH. UTTER .WILL � BE M—PIkU W01 A VIRECT100AM'FACT0.2.Kd 0.85,USING ASIDE 7=16 AND :SHALL 'NOT -EXCEED THE IiM7 I",'(A£D;):DMO i PRE;iStlitE itATTNgS NOiCATE6 .ON'SNEETS'T1' 11-M 15, 19 &'20> .• .. ._ , 'I W' GIRDER TO VERDY THE ABOVE CONDRICN.' ULTIMATE% OESIGN WLWx LOOS 'Df? vANED PER ASCE,718'SHALL BE':FIRSr REDUCED TO A.S.D. DESIGN -OIRD C AM PING BY -Th? . THEN 6f OX IN ORDER••?AO C 3i0➢AW THESE W!- -X: (R sD"p) DESPRESS1iRE;kkTtNDS:3NOkA` 7E0 om,, pgrm iT TARU jr,. .19 & ,2o. IN OfM io VMFY :THM WMPONETITS AND'ANCI#RS. ON, IRS PEA, AS TESTED,. WERE NOT OAR'STRaM. A,33'.N INCRFASC: IN ALLOWA$LE STRESS fOR WIND LC OS, WAS;;�I WNSED. IN' TFEIR ANALY95. HOWEVFR,'A , DORATWTj FAGT;OiI CD-L6D`.jMS T1Sf]] FOR IVFJiiFTCAIlO7J OF.FASTEl.ERS ki YOto.,•.. B&M- M. AOCOi ON ,'_%* TER SYS'iEld�S� AOMUACY FOR ,N4 0 AND, LARGE, ABSS,RE 3iLpjC,T LDA01'IAS: PEEN VERD'>EO Bt ACCdROAWCE WfDi. SECTION 1800;1:2 or 7w, AEOVE 7AE14f1ONE0 CODE AS, PER, AH: PgwsY .. .." - -IIV'9JARE,t7J;l{O2 Al-O3, eO713,OT-03. �360401;_O5:•e1.210.01-as" {KOS]'7U2-D6,, 809:OS=tONll7]6410.0t,-11.Ag-PQ2-TAS-2117. TAS-202 AND' TAS--=:PROToCq:S MIO •ASTA E-iaec, AND E ;1486. STR ORRDS (5tMLE MIEL, 0,; 1�Na 7AL1E5 1,. 2 kY.'3) -& 1226.01-tOxAS,.PFR TAS' 201, 203 &�203 PRDTOC6LS LARGE, ms% c. -HV "RLY?OOW; BU➢B' _Q� QD50S.E11-OB=JtS ,PER IST6t E=1806' AND? E=1446 {tUSSft£;;:LEVEL. 0 ; K9dtff ZONES }:'2: 3) 84ijC. FROTECTtoN :ONLY Alit) :$ :07250i4B.AS PER 7A5 202 PROTOCOL 2L ,H MADE0, AND HV WINDOW BLADE 0, 'ARE'.EMOINE6`RC'D' 10,*AW _0 ,UNNSON-.WM; EAM OVER 'UNOER THE CMUM U FIATioAtS AND CONDITIONS- OF lZE 1NfACttTEU OIt SHEET -19 a. BERTHA NV. AGCtTR=N PINS'(W' EMUS), USED AT, MADES Kn1UCIZ11 A40 i64 DiRbUT 61OUNT COtAtE0Ti0N 1O, tTAil'3fS"SHAU.-BE TM1z275' AND, $11x1:75'=R£SPEL7'NELY; 4SD-HT MINIMUM SERIES• STAINLESS STM SCREWS WI'tN 1310 ks5. YRiO. S1iLRTG6T AND 180 k0 TrEML>: STROMTH FIRS WqL BE COATIED-WITH BERDIA W DACROSNIELD.COATING ,M TEA1: AS, WNUFACNRED HY APPROVED COATING,APPUCATORS, RE'ds7FREO WITH, AG YWM SHUiTETj; PSMIS ASSOgATTDi , PINS MUST'SFAR THE HY wrA Kw 'T1iETR; W-AD 4. ALL Ai!}4kRidL` OORUStONS SNALL`.� Td.ULItwim ASSoomoN ALLAY Alta TWPER AS oirkdATm OCf: SttFL75 2.A&'D ] ldPlDlUld Yff1A STRENGTHI FOR: 6063 s,Ali�Y .t$.30:0 kSPAND 35:7' Ui FOR: 6005-TS=ALLOY At.L ALW— EATR4'SIO4S tj CONTACT WnH D 6GIfiR-:iA0.i'ER+AR.S StUBt. CGMAPtY NTM SECTION 8P-B Oi' 7? 2OT6 A.LUHtNUM:, DESIGN. WML 'S. 'ALL 3Cfffl4S TO, BE: STA'.HLESS'STEEL 3D4 OR'3Ta AiSI SERIES OR CORkGSf471 STAf,T COATED. C+RBON'STEELl6 PEA --DIN S6618. WRH. SD -ksl .MIN. YIELD «"TRENGTH- ARD 90 ksi MAN: TENSILE STRENGTH. AND $HALL, COMPIY.l4% FLO(BD.i;;.BUX.DI`D, CODE SECHON: 2411.3:3:4:. . 6, Ban,TQ 9L ASf4 X-307 64LV ND:ED STEEL, CR AM. 304; ORi 316,SOWS €STARRPSS MM."WITH :35 :$4 "NuumYIELD SIMCTH. •7. SEE?ktE'FDILORYNO'SkSEET5:FOR;AJ't{OR SP£CIflCA7?(RiS: FM BLJiOE` •.. 12,i314i15 7ittiJ" 2D . EMT biH QPik i arac1, TN iiA.sbx 12 '1J: dc'i5: a. THM' BERTHA N.V. 'ACCOROKIN SIIUTTER" ti$MOM BEARS XV4, PATENT /6'7Tk, •COL1POMTmt WTHIS APiR(I ARE COVu"RFD,�. IN WHOLE OR: IN PARVOY U,S. PATENT B5e458;f 7$ ISSUED TO EASTERN 4 AL SUPTH,Y,,,DRC,. ... .., , ✓ r' 0 . THE R ,'OI' THE: COtii'RACTOR :O. yERUY T1lE: SOUNDNESS OF; T.:iL STRLF'Vic . WHEiF�: SHUTTER T5. TO^BE• A{�,f1' iEE3 .TC Eta 'PROPER. ANCHOAAD `ED Ct TI�TOFt.°tLY�SE�V'G443EF ` COMP,OHENT' EDGES'atTiKel RET ok JIM FA$tU&\,G IN CONTINUOUS COHFACT KTTN T'1.. "Rl P.REVEtd &1. ShIUi1ER T>i4WlYJRAN( DtTRti'�ON `� M. EA UWVUtST .BrAR PERi14NEN , LABEL W A NMBLE PLACE VM; WAkPItNG om �l){0(G t �RNtt OF to T }TAgilTtt i �C iY LK TEIUNT OR OTHERS, MUST PRD Y GEikS ALL 74^}D I9T' CEHTUMTES AND ENUG' OR LOCk.ALL WAND NO: LOCKS.. n . 11. SNUTTF,R 6t 'UFACTUR&t` LABEL-STLALL BE LOCATED,ON A"Rf OLY VISSL, EAiATI0Ftt1'�Ani ArrOOR; IT SHUttER, t6'ADiYS t,Mt$ `H'Ft( 5E(t1#T1 s1iO5,.9.3vOF:fI.ORtDA`BUtIJ)V'I,� EGAE`�'pTi`E LABEL SHA1,L H PLACED TqR, EVERY OPEC R{{3:,: EABL'ULIC TO M51LY 't R SEOTiex! T7O8;9.2 OF iiCE ;4a+' @F1ILDDICr CDDE< 7ASL,E :OF; -CONTENTS. AR£A. 7t' T�iti. BlAQES �t A4. TQ GENERAL NOTES SHEE7 1 SYSTEAT'COMP,Oti171TT'S. i=20 'SHEET.2 SYSTEM,COMPONENTS 21-37' •SHEET 3 TYPICAL SHLT[dER'ltSSEIl9LY 38-44 "SHEET 4 TYPICAL WiNDkW'BIADE: & Y17NDCW DETys. ARE& 2e, W§LOE (j) ATv-0 ETV WINDOW Bye & (WHERE: AMICAy ME) 'TYPICAL SHUTTER ELEVAT" & NOTES ;ON LOCKS. SHEET 5 INSTALLATION DETAILS.A-F. 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IAX6415 04 VMI SMQ OR OF$ WIN OR WTHOUT iA T STUDS CONSULT M ENaNcou FOR II#$'iAltAitON WHO, EIFSKtM META! 51i06 7SEE SFiT 20.E ! .To IXISTINQ• CONE£' mom(Amu C-mi . , ._ !/b'b TAP='ORS TAPWN�.M AUVA40 MTiET&UIFOM T'ECHNOLOCY`ANOHORS, AS+AIANU ACTIL NED'8Y, I.Y 'BURDE7i.; S/+ ALL POINTS SOLID-SEi' Af=,lQRS AS.fS SCREW BOif:at SPEG/!F�TY Cf?tdPhHY.- - 1/4"A BLUE'TAP;CIRNCREIE ANCHORS W/" CA? AS RtANUF'?GTIIRF.O 6C FiAEF#A.FASiENERS Off2ECF.'FNC." -.. TAPPER?.iAJ1ONCfFs'A4 NirNVFAL'1DfiED'Bf D£Xk.T,IpN�., A.*IO fusE#tEfiEO 8Y ALL PD3NTs` Sca�EW,, BOLT `Q. SPfCV1TY'.aiusQd?1v. C`ANY OTHER AT' NOyED,LICENSW"FOR A31THORFZED'YENEOR'REO4SEERED-WTTH THE AlmmeA*N:SHUiTiR StSiEF+FS ASSWAR","Fhv.. - lii) {1INET3ttNt :FA#R�Q'1i {A1itY�CO't�Eii. .OF TA.WAY:. 1TLUE'TAP tT'/'CAP=1ijN�lORS ILtNtl'MPER+�,Ji�CFIORS. tS'f t/4•"�ANOTz'�.t�Ni ,' ,Cil,OCef RtHT •AWANC@ T[6EfiWFORG TECFUi6FL+SI! ,FNt:fTOPS FS! } :` 8:2). 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If ArPU---ABLV- 7 5/4� wmLIX 7 3/4' f4im E.D, 2- ... ......... . ... CAP oir g 122- 1. I'll, IT EdMULLIORMTALLOON 1 0 i, 9w . . . ....... EDGE IF WCABX/4�OX3/4' frW.eU[WEX Ila( SCREWS �$ W1 1"'O.DA0.0CALVANT26 STEEL XWASHER 0 U. aA X • EDGE lF APPUCABLE, ", ", 2 I/V 7 i'/2' Min..E.D Mu, E LF 1L E. ---------- POU RED CONCRETE 3 ka; Min. 01� WB= 6" Min, 'TklCKNESS V RFQ'D. T 1/4- bR 7 CbUnNLXUS PWRED-r- I CAP, CONCF.UE (f4t� Z Id 7 1/2� h; ED, Min. eE THC v* IS i .EDGE IF APkj&ABL.E A SIDE.. ALTERSECTION& NATIVE . .. ....... . 'IN, E. 4 R-U Q/ip or 41A, 'o x 6— i (4r R/8 or I! R"/8 (INTERjOR) �.l MOURT I .�'(�)4ULUON.-, --sem. col m WALL MOUN,",'SIWW��MAYZ- i rR* �Q 2 1/2- APP I N ..:F-D 'm . XX'IMU' MIN. VE.D�. S% 'Top �w i i'X2 MOMMEf 'a To Ulf s'p-50i" ESIGM ALU 0, -,SP ING. V, -7 1%­ rMI511-T6 A MIN. E, D. CONCRETE_UOY L *L) 6 Q . y/ A/4 ENTij0:z vq 11P*W EdGE IF APPLJCABLE',J i .30 L G OR K, M6WTN6, AjU MONSA6 'E.TEWAU M SECTIONWNa 441�7, A-71.1 OEND & INTERIORNALLMOUN MI 11, ON: JNN AMICABLE TO LL-1k L -7, EDGE IF APeWCABI Min; Mi.. F-D, _ POURED (f'o ="s 6' lMin. T REC'D, 7 1/2Min, :E.b, +.4"xi/4' Wtl-76 At EDGE ll�'APPUCABLE ANGLE 'EA. SIDE'� ..ALTERNATM'SECTIO,t4,)(�2X2,Wln LQLD & INTERIOR- MULLIONSY ,(D (END INTERIOR) (WALL'- r�RED BY'SCHEDU��6EDIj KSHEET :25 SSG' AND SPAN INS-TwT.1m) CIAL AND COM*E'f�141 VALIDFOR'C INC, FASTENERS;VEDG't 0AL. APPLICATION V., ORESSURF, iRATINd; W FOR CoNN 80LIT TZ ANCHORS JILlulmm ono sue. K. uwNe 20.-064 Min. E.D:..-;=_», :FOR (1) 3/4„O. IC tK,BOLT EXf � AINIMN ;, �I 'P.UCFiOF{S Qf END MUiltON' � ' 3 x3"x1/2;x0'-4" ( ' _ { s (ORLENiFT,ONS'-0i & mt (6087 T6 AUOY)Alum ,FOR (2} SfANGLE Flv SIDE'.Wf {2) x ;. t . : 4`o,KWiK�846TIZ PAM$10,1' 3f4;:@ THRU BOLTS TO s•.--%' +�'''"` •'• E:D;._^---- --t . _. '9' kGn.: EO.-' AFICi{QHS�'FIiiERiOR ktULUON F t/2' ' t -�� (OFtiENTATlOi1 2j: tSWIK BOC TZ'EXPn" ON - l ':EDGE OF SLA➢ T-p -4 tf.DCiE OF;SfAB EMBEO€iENI i0. POURED �.(F ?P� PUGSBLE � F API.4=@ .E COtdGE"sE'LE eoTro�aY,7- pamm t �POURED C62 ONGREtE?. '€ e Mm.2NICK REO'D:G _ u it EXISTING.--"`�� l� e•�-4 cyss. SECTI©t+ M-X3 W1 :'� 1. an rc t n. :.. ��NDiLL10N O.N-..Y 3 /21 it Ext�xrat ¢ 9 ... y : X x4 tr = E h. ILI V 4i�. EXiERfR a It t I iL 'I Y (rre: ice./aorrey}} err t�laa3 a a �ssT x A� v �rt1� taw t q Eti- Ea ai , c }# is �eyf c4 pmy �arXq:�a�ipY}� 2�re; ,., ro fR)k,�{.tl a8 aC?.? tR'.FitA .S.s+"•Ny `iS'irf�.[yani�'.. I ;i POURED coN ate (Wi �4 AN) ml7 c = x ksi Mn) 2al`�'C^F4%1'tf 8'�Attrs ET¢4tFd4 �2D°� CS2`� fP8„tri EMB Mir. Tr�c c REc'p: t as 'COk ' 'frr ti�fit 6 � `` P } tI t, .F l: i, z EbdE-6 'RASf t � fir. �,. lotEorsim �4t. %'NATIVE�al MJQU S.X3.-X3�+Y��� 1r aPitte PP?ti><a8 Et .s f a71 f, R. FOR, (2) 3/4"0; YSVI,C BOES 12 PWJSlCN Fam E:D. Win eD: 3 RNCNORS 0 INTER;OR MULILON� I (amer,rAstoN Via).. S(ik RRt �shtff ,60X NOT SHOWN �'po' 3a4 N ' MULLto :¢ � � tI Plfi EIARDA%3ui DIN: tx ie (Alas, r`awarty �, ora .2oi s?: (ORtrt{TFT€ONS �t & #i)`.��� L`iGEIVS' �"il�"y/„ \,.t x "`s,� v ...a- ?s;�i."R,e2.9.•., .. ... a FLOOR T(7.GEILtNG L TRAPPED �IOUNTIIG .MULIiON y r. 4 t . .. -... SECTION W 3 " _.. N�. 441 � 7k ; is a , ' BANY EXPRI ,SW�x; r ,Slt� CS 1NC 7RtY O CUN P :m v k &6[+ str�crakCiLaRc rare 20 066 END & INTERIOR TRAPPED MOUNTED MULLION' INSTRLLRT(ON . . .._.. _. i�. CORt4 r g E`4 w mn .,fo- KK ClutW1YG lb SCALE' L/B �� F �ritC�''_•••�+ ���Y?�E.i,.l.S�sa"'�itt2pgjtiai"� �Y 4`:5���'4�iex :aam+u, :'sxFF.r,za<so.. I E:Al 'DOOF,fSEB 0- Min. E.D. r (SEE SCHEDULE JI)lEw Of Sm - IF Applr.4mc 17 P010m:CONCREIE. 'SEE SCHEDULE ll,,, Bpi tj VLASS­ OG-3 MMOR wo X3� Mp- TOP/am" -rl EDGE - 6F- 5LAZ V, IF opuwiE Em or Sw mlm, ED. �Min. -(SEE'SCAMULE 11.). SCHEDULE fir FLOORTO CEILING I TRAPPED MOUNTING.: MULLJONS403 SECTION.W73 . a S(161L, Ile n 11* '�WSJ'-36 ALU Agwn. ANGLE E ,�R) , , t0 /2MUL (4) ANCHORS � �SCHEDULE #I) ALTr=RNATIVE.gECI-ibNX3-X3W/,CG3 * WW- NT.ERtOf MU40K PRU) Is SIDE ll'lidk NOT SH9*0j� 0 SEE, MAXIMUM Q (INtERIOR). TAA�Ptb MOUNTED 'MULLIONS . SPAN COVERED: BY- SCHEDULE I b' FOR. INSit CASES 1-111 & it. ON SHEET 25- (LIMITED LOAD, MULLION SPACING AND SPAN- INSTALLATION): tNsmu=4 cAsE¢ i _ 9ESIDENTIAL ANO commMOAL APPLICATIONS. WITH *150.8 p:iJ. * MAXIMUU.A.S.5. DESIGN PRESSURE RATING i 12!-0" MAXIMUM MULLION SPACIK.. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSEALATICK CASE k - RESIDENTIAL. AND COMMERCIAL APPLICATION W/ +60.8 p.s.t MAXIMUM A.S.D. DESIGN PRESSURE RATING; 8?-0' MAXIMUM MULIjON:'. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSE41AMON -CASE n COMMERCIAL APPLICA710V FOR ±100.0 MAXIMUM .A..*SI,ib. DIEISI-GN,PRES,SURE,RATIN G, " W MAXIMLN MP(QOih SPACING, SEE tbHEQ6LEl . FOR -69pj12qNko 0 SPECS SCHEDULE#! '4- I Ile S MITI- "Sm 'm I'S F �A o"WH-1 9P.. p-"1064 P?AVMG. No ECT12k0lld 2 -1/v Ala.- ED n CONCRETE (Pc 31m Ain) $ Mn, TifCIC READ 3 _ NOTCH YPEB 7` ," 31LS'4Yf f/kiz3/4` Ii+R BUiZi JtT£K-BCt%StS' a W4@/z',+�:')/1•% W/ 7 O.D.xO.pE(T' Gsi.UdNiil:D STEED . W4SHER 9� 24'� O.0 ,�,�� EDGE IF'aP�CICR9lE-. 02 * ..1 ` e= " POURED CONCFETE - '-- ,. $" Min. THICK REO.D. " ;, '• •4" E(f : ,Izt�ID CAP 4 3 t '°Alum 7' 3/4` `• • 4'x4 x3/1(bOS F TB ALLOY) . ANGLEFA StDE MOl1NTED SHOWN'. !Al#Y 6E' t �ir,SO INSTAI..LE-3 TRAPPED PA6UNtb i QER SECTION'0'—Q' ON' Sit( $ TOM IE APPLlCA9EE_i' R SECTION: X4 A4 Wl r* -� Q & fNTERf0R MULLIQN '.:1 1/2 xt 'tf2"x©:062`scCQ;dT. AESIAI'a � '"sfI?c Ef�4#Lyy--Q>'' GlE. _ W/ QV7}" 4/4" 1TW, 6U14k TEK SCi2E4S 112 {TYP_ 11 `"y� Dt'atioI�ow 4h w-* j� `i ' Z•..^++J"w.`r"fie I`; #�..�F rn Y JiTV s', d��a�3tLt t� �.}_ � y 3 3 ,, '� )'. 'Ii✓DGi�ff�• :, iiffi'�4E�id#�. iilr.A�►E. P'' a "e�i/;"��`ttY'tt.t>A1Uki6%SATi°: gyp,, -,s* 8R7�i i a#•{T`:. Rl.M! :: y �p:ruw -.c EDGE IF APPLICABLE"*,i"klLtLl,}Q�` t5iyxff�. Cont. DGE IF E APPLICASti' "� 1�5"a It caysxL Wf 2 t/� / g oa caav�.o%t me M \'� a r0 ' GFL1'FAV12E11 SfE£t,.:. W � ec I. � € As Iea: 24 a 3 8" Min. �,D j, . 4 3/8'' Min, E.D. a . §i C4Nil�Ill�13 iYA1REQ i ,. 2. , E a 3f8 %, ti. ' � Y �: ENp...GAP a 3f$ Min:.. •E U a CO"NU0U5POUREC GaNCf�E (ic 3 ksi Mn;) riEVA: EDGE IF APPLICABLE-;.. ZT . SECTION X4-X4 W/.'O zo IN �REQ- MU I (WALL ;MOUNM SHOW �IAY LL EI ISTIHc i ^ ' .y P,�'BE ALSO INSTALLED TFWP.CD! 4RIEE AITD z J` Cuss t [ MOU;YfEa PER $EGTiOhI i7 -k.` r �aNEEI (2 & x7 EE�MAXI�itbtQIT^1ADiS1lPEi? dAiiLL14NSQ¢II" 3 2 ,. FOR INsrALLATr a .It TEU LOAD, MULLl31V SPN "TAI -TION Ift 1AUA C: k RESIDENTIAL ACID 'UO' GOAL 1 Mn Etl a I }12"xl 1/z'*i o#2 cGwf'' ALuuk �E aPf?i. QA-RONS WITH �i) 'IY•.& ,a Ght3/4 CtS4 At;ILC �' �sAXIMUM ASI). rN2— []OERSIG � U RA 0" MAIM t)iQ[ia 3ZPRCING. VAUD F cONCRET..E W/ HILM tnp' may: POWER FASTENERS WE SOL�� TfA0 w MfSiIIMLI}fi #ti€Ot� H SING, VALID FOR .CCA t+t+mgl >'oIMCRe1AL aPPt "I""' ' p.s.f �A5tt�1L2[+4 ,� s,17 ,17ESK;N PRESSURE. RA'�� B m»tl 4 318" i/Q' '<S' i.t"'CX ExWlsl<ISIG',dFFipRcxDN'Iy,[ti Tot• CAjCRF Vd (art INC MIK BOLT TZ ANCH, EDGE IF APPUCABLEW�: " V itAC� - . .R a flat �ti St Ila SHaYi�l FOR CLARITY WALL6117EttfiCP F1LUE11 �R I ,,; octy Numcwso Tan POURED 29NO S ON'W 6-4 Jw �4d Sutter I, !a/ 1 Q INTERIOR 7iVALL M( lJI<1TEt :I 1L1tQl E�f�1AI LATIO 'tl� '�' � Wf'k'F.&t A"¢ EtP6iNEEA4NG C6tlPANk' •CJSEGRTIS 1U TER40ViI ES I�tC it2a—asa APP.LfCABL E TQ A,LlMITEQ LEAD,*Ll tt N: P i +1E; `N[tfl l.{ iN PACING-1 I STEP 1: OBTAIKJOB SI E'S A S.D. DESIGN PRESSURE RATING:(p.s.t.) FOR THE OPENING AND'DESIRED SLAT. SPAN `L" (tt)TO PROTECT 1T (SEE GENERAL NQTE 0 SHEET 1):, STEP:2 ENTER'TO CHARTS (Ia, Ib ,& jii'} THRU IC ONSHEET 15 TO DETERMINE, BASED ON AN 1M SLAT SLIF•(si), ANCHYPE OR TAT SIDE' RAlt S, A.S.D. DESIGN PRESSURE RATING.(ps.f.} .THE REOUIREO mAX`W SPAN°L'tt, THE FOL:LOW€NG LNFORMATION.IS PROMDED AT CHARTS I THRU IC :TO'PROCEED WITH PRODUCT INSTALLA71ON VERIFICATION-, .e ENTER-A.S,O. DESIGN Pkr:SSURERATING' SEitS' TEP-(1)ABOVE' • FQR:A.SPECIFICPRODUCTMOUNTING INSTALLATION TYPE, INCLUDING-ANCHORTYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN "LL BE CONSIDERED; I vAx*THIS IS THE MAXIMUM ALLOWABLE SLAf'SPAi4 FOR W€ifCH A GIVEN 'tt2 S€A['SLIP MAYBE.' USED, fOR A'GIVEN A B:o DESIGN PRESSURE RAT,tNG. MIMMUMREQUIRED.SEPARATIQNTOGLASSIS.PRO. jEDON;,HORT'lq:PROXi61S.SEPARATION TO GLASS OR PRODUCTS kV10 ORANFSfQRM BAt25:(SEE STN 16 STEP:4' IF PRODUCTINSTALIAMON INCLUDES STORM BARS, MULUONSOR STORM: BARS & MULL(ONS,.THE' FOL.iO44(NG lk EDIAIT TRY•ADDiTfOW PRQCEDURES ARE APPLICABLE: pROGED is IFSTORM'OARSARE'USEO 1, MINIMM'SEPARATION'.7OOLASS FOR SLATS'IF STORM BARS ARE p'SED SHALL SE BALD ON' CHART' ie, ON SHEET 16jr,SHALL: b9MEASUREDPAW BACKOF SLATS TO GLASS: 2. euTER'1'ABLE VON $H f 22 GVf A40DESIGN'LOAD,'. VORM BAR -SPA ,CRQAN(3.DETERMINE MAXIMUM: ALLawAsLssTO,RM;BAR SPAN`(tiE c4M.: 3e ENTER TABLES 2'OR 3 ON SHEET23, WTH A.S.O. DESIGN PRESSURE RATW AND STORM BAR; SPACING'AND DETERMW;z AF'PLtt:. LEOPTIONS FOR STORM BAR CONNECTION TO CONCRETE TO0 & BOTTOM..OPT(ONS PRt6I� OVIDEA(OR'rpBc$,AT ANC ik§ TYPE LEGEND.F'OR VRR10llS ANCHOR,TY'PES COVERING'PERMANENT (RNGHORS;A & D} OR REMDVAaKLE "(ANCHORS BBC) INSTALLAWNS &'A CHOICE;OF 20R4 ANCHORS PER CONNECTION DEPENDING ON LOAD'AkO STORM W SPACING; PROCEDURE 4b: IF MULLIONS ARE USED BUT W/O STORM. BARS 1. MINIMUM SEPARATIONTO`GLASS FOR S€ATS'IF MULLIONSARE USED BUT WO STORM BARS SHAD. BE SASFMON i CHART s ON SHEET 15. IT:SHAL! BE MEASURED FROM BACK OF SLATS GLASS. 2:EPITE(tSCHEDULEStaTHRU2cONStiEETS24,z4ZW/A.S,D,DES€GN,LQAD MAX€muMMULLIbN SPACING (MAX, 12; 6 ORTry, AND DETERMINE MAXIMUM M ![10N SPAN (HEIC*M W ALLOWABLE INTERPOLATION 1WEETWEEN SPACINGS FOR A GIVEN { K, ,iG & a }. MULLION TYPE & MULLION ORIENTA,TtON; 3, SEE SHEETS io,1QA,.11,11A,12;'12A 13 &,I3A FOR REQUIRED MULLION CONNECTION DETA(LSA3 CONCREOTTTOMFOR E 0 A G FNEN MULLION TYPE (LOORTO qGDQR Vf(�t�L MOUNT€NGS OF MULLIONS INTO PROOEDURE4j9IF BOTH STORM BIERS &° MULLIONS AREUSEQ 1; MINIMUMISE�RRATI4NTOGLASSF0RSLATS IFSOTI STORM BARS AND MULLIONS ARE', USED SHALL BE:BASED ONICHART fc. ONSHEETSS. I'T SHAL.L BE.MEASUREO FROM BACK:OF SLATS TOE ql_A . 2: ENTER TABLE t ON'SHW.4 ",,A.S D...DESIGN I:QAp'fkND'S'i'ORt l BAR SPACING AND DETERMINE, MAXIMUM STORM BAR SPAN (HEIGFIT 29-064 VPArm K, FOR -A GIVEN,A.S.D. Atm, Oig TA406"Vw OR.' w/o ,Ot�NaFORINS tn n m� CHART la CHART'CHART i p" lb C UIE 3!8 Pi KvVik 60LTs ANCHOR 4/-1W!iMAPC0N XLANC POURED CONCRE%TE- Mm. SIAT PAN. S&M Y.!k SUIT SPAN REWIR DMIMI ..... tam se[ HMO is *1 O mxOf stEsis-W3�4 m*m m 9wM* 300 20'-07 15'-4 2(Y-W .10M ,W.O,. 20 oz 1�l 44"A2 , 4L Er i lZi 44 qw0. � JV�,D* Ri 14r .60.0 0:E ----_ ur— F-7 : , '13 itFBSA 71" , 777— 42*r - -17"ll".- ii� F7, -Ttro I .. 7�4 ic J 1/2 W; w 71.-1 R >tOt* 7f, ........... 10 1/2' 6. 7, a7:�L 10 1/2 cl 10" �T 10 $PAs MAY. BE, USED `614,'�SIJEEM 17 -&. 18; NoRk ik'� AN CW$ IN "IS _!LMLE FOR THE CORR RATING -"A um 2. CELL CONCR&TE'� ;4R, W�, V" 'o ,ratSRlq -JW` ,AND 13UILD _*l_M0'd#WD 3. DETEkZMlN ;LOADS. MAY BE 9TA AVON BETWUN ENP,, V'AL Lg,*, 4', WON MIN P901"r.840, Mr.'SERVICES.4"P, ; V'Wlo*6k 20-064 SK"Is or2t MA: SPACING SGHE L FOR A GIVEN.PRODUCT MOUNflk TYPyE> W/ 318"fd'KWjKBOj ,3 ANWQAS TO POURED CONCRE" SCAT # Dt{Jm- I'SPAIV� FtA7C: SLAT'SPAf4 FOR ;A Cam]" GNEAi AS !}..;DESIGN PiiESSf1FIE RONG SWU 8"'EXCMD WX. ,=T ALAT, $P 4FI''E3EFtMl (ON' SPAR, INN. A7ER ON $W PERFORMANCE`CHART"ON PFIMSM W- 4� f SPMI Rti4tiGE (pie E t5 tvg,z a3t .ab g" .. 9 5e 8" fl.���-... 9'�.., z t.'r 9" g :.. 9 s i 3 9 5 g 9 . g"` $° fl pe fl^•+ , "' i. 7 _,'' F� . ash $ " ➢ g" •°.. ^ - >at-oa 9_._ g_ g s" 9". e 9 .... a 9a: S a 5 �7 � � Ufa 5 t B R g 9 fl S> f 9` rs 7>'1 S 8`j,S 5 b A/8" 5 sjg 9 9 ... fl >et toy g fl 9 53f� :. _ST,. `if` >izi-tqo g g• 9 � 9 9 7 } 8" T/ & 8 5=% x S:& 5 Asj >tat-tEo S' 9' 9 8` 8' 6 .•.7� " 7.", 5�5/ 6 3/4^'.G �f� 5�.8� S sja' S afs�` :' s` '. � :.:,, .-F�.•-„� x � . a t9 (C,~(ti►tilt '' -i s. Et& 9t3r.CiNG �1De {�.Sit€v�tsf.: 9e �r pcftn4v htt tPERTI SHUTTER S RVICE I r.'''fi sent'''x''�s�°o�Tti'�`t��`f;^.aiii�`"� �!� rs�'`ku���st9'al •^` avO.�vn064. - 3< v�wg ?W z3aa '66� AYIf*: 90 021 3f'A'�.�.'4Tt!'3�j'3?{��. �-,. ,.. $9d1"� rt= � r• ' aawtw_ ,:., ,sA E7 /6 mj5 ' M 'ANt PACI AX HOWS 8 NG-sdHtbuLt-,V—N,-; 401ti6i Mob"NOTYP 76�0MR86fd&f46RETE WALL OW%AZOi!�OMXLANC- 14ORS -LQAQ&SL,,AT,,,Se6N RANG z.A. -3-..... ..... I., . .... ..... . -A il 3R;i;� T.- 7- 7"77. WX. SLAT SFAN,FOR: A, GM &S.D. -DES(GN LW SPAN SPAU NEVER � Excm- MM, SLAT SPAN INDM ANVON SLAT PERMMR"CECHW SPAN DlfjNMQN 49AP -kf,,MOUNT,' A ax A C', .. .... .. . .. . ..... . ..... .. . . . ... .... SPAR PMM tz A� AL M" AL 2AL --a- AL.LAL, La� AL ,�*Ol z AAE �v7, 3TORT F- wz AAK A;4l'.. 11 lz,-.� ,JET 7i)t, 7,F71.7 E, '.4 "1 r-Z 4",as 111- .,.- -1- ­.- -.11 -1,.,.. � I - - 1-1 - 7 ....... ... MUM W C-low,c a 7s :4 T AYE C .1 ORO IM h2n 5.vr fZ", AiilCF10WS. SPACING,SCHEDULE Vb. FORAG t p .O3f. WtNK}UNTING iwg, N! 5148"?J TAPGON XI ANCHORS TO GROUT FILLED CELL`GO3NC12B-O)CKIs N%L AS& 0 IG TRESSURE-RATING & SLAT -SPAN RANGE. t WfttLMOUNT, SCXT Sp °RAFdGE v�ssvae �: N0 0 _'4' t 5 4 5' t " Ta—$ I >�l -a'%� z 7 9 ' 7 9 /2 > 1V16' 1• > f6'-20' f (p,�.t. ..,....�.= Y r OA... _. 8 ;. ...,.. a; H:.:a...:,.• .fib.. ._,^4 7 2 .. 4a '60, 8.e....,.. $ :} SY 'i fi } i�g+' —��8 MAk T SPAN �OR A SLAT tzo _ 8' 7 1j2 Y t 4,., • —,,,.: PRESSURE�RRTNG SMALL. i4o EXCEED' MIAX: Stt11 sspm 1C1DfCATEp T . , SLAT- SPAN SNEEI' 7RFAShNC TFZAT'PEE3it�F}UNT „ CFI RION E f; • �N . � �. A�T^3rtlYli RANtGE, -. (... ...:s.• 46"':fiari r f t : > 1x'-i6' t • > 16 20 t. `eruxx,In.:t: ,R a x 6 - >3t 40 b W_ fi - ...-_ 4 1 12" _ .,•" 616 (1.a- ' 4 f2"R 4a �12 'x J >tOs t2o 5 4 ,1/2nL � ^ e fia�aifrdr RkHGE , , u� i 0 —4 � ? 4 b:•I' > b�, 6 �' >a:� c �a--��- R71NtiE t) 6 E E E H E $ � � ' �E ;4 1/Y z 6 8< ,>E, 6 8 - 6-1/2. 51/2 ee; 6' s, ;� �: „ �; is Tr .,6 ;2_1` 2:4 F „5:'C/2' S 1/2 5 1%2 4 112:. 5 .:_ S r s - /- 4 4 334 3@t f05 6/2 5.1/2 .5 1/2 4 1/2- a_ _ 8 3/4 a s _ >tas—tw 6 6 6 b 7J 6 i �L f/2 4. Ile 4.,1/2 3 3/4' .3 , — _ >t2t—iio, 6� 6" 5.•�1/2 3_3' 4' 3 3 — — _ �N ;�+t �� �f .w '""-` k1.0%it�48Utt.0ENG COA�(�fOt>; HigK; Wzlaofry-:Humcane .iape) ?,'7j i��El dt i "' o2azpA�t �� y ewM err „ •. r�fft:�FF a,:.c }}�� . MC l itolitk9S,c1f�rS, .... ae/e/iaxo: nt tx ae c;COVPANr atct:sceca�w. a°Rthmui°atim�ee �— ml fuoA+!.f 5+1*17 EXPEji{ ,.SRILC INC. IekB!..&Iv tk20 .DATE. , nGkT #[ ICi f$1[ .. 0&4: a yt3 �{ Z�a�'4� Y ; t44�2 t ' � 7F9�ULlfq � t111�SII'/ff z UR4NIN0 No 'Sxe7T >:AL/6it�itTtiK�/t�±'EE �F¢2 _... n y m utr. � xqs ,•t. r . 99 4f26' SCHEDULE_VC I(USE WIMUM VALUE BETWEEN' P.OS[NE :AND. NEGATIVE A:SiQ: LQAD� PRESSURE O -4' > 4'-5' > 5'--fi > fi - 7 > T=9' > 9 _1,2' > 12 --16 > 1fi .;•2Q' rutnrtc. _ _ _ sf Vx. ,�Y_ _ Vx VY vx Vy VX �Y _vX_ Y ._. Vx vy VX Vy Vx uy (p 3. E 30 0 1 `0 60. 10 75 1 t 5 9Q 238' 105 421': 135 594 18(3 999 240 1:390 30,t >31 40 10 $0 10. 100 386 120 440 140 ' : 398 180 823, 240 1'328 320 1'823 400- >4 { -6.0 10 120 290 1.50 794 180 ' ' 5.09 210 708 270 1256 • 360 1:962 • 4,8.0 2553• 5.82: 761 80 i 1"0 16ol 6'16 200 767 240 1 796 28Q 1007 %f 3B0: 1695 489 2422 , 600 2547 556; >.81-105 123 . f 210, ' .550 ; ' 263 711 w 315 _ - 1142 ; : 36$ 1;572 473 2Q09 591 2492_ 638 - - 106=7 20 - 313. 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OMIGN, '40 PRC$MK MTM;, cos 4wi i""Y55— "T -7 . . . . . . . . . . . . 646XI G" ,'in �W FlY ,j, YL K.�, . `Vu, f/j. — � __ � l­ - _.". � " ool � . ..... 1,07 Tm IT f M IN, STAT9 Z OAM s --saL/pd ill 20064 VXT 20 Cr, as 1/2"­ 1, 7, 7 -7t 17,77 go- h MAW qo!,S1 . .... ..... 366 rtI lti. I�EAs ttl6f [sY t.oti ENn f ii�E i+E 't T- WR, o� 6Ttt i4t EEO CRT, "VAT. N. z0 rime..>: UftED IN, SEPJdEEN CENTER LlNES 0F STORM &4Rfi W' tdt �G^t�iF ' fFK$Y33iFlN( LUG' P Biig4r�.C`a7acty Hurricane Zets, REF OR PROM TIFF OF S(N RAIL TO CENTER. -OF ST( I �r xt `'$T{°�'. � '�� TlictS�ekT%tCt 'x���Sr T IIcPpk�a: te"TEi'.}+a.�LaWY4NWJZ�t'ghE9aXAW.iG'NoSnR G�p'� yRi,YnN t � a�xFwKni ryy,�a.iF<-riew�rfdia.r..lrgYxyib' tJfrrbaAiE�r3 M.s@ aSpt+R Isr romasI72a0a0 CT an7uaa'0r�Z6tr-2r4.a G.- TtF[%iz.Te` r�ctann. t� i nee 40 se+Eer z2 vrzs a I :::SECT } ;STORM 8A45PACIf7Ca „e" tip � ; 2' 286T 3 3.S 4 i m�5'_ � .. _ 5y 53 8'` : ®.86? 4 D- „yABy C DOiD_ : A A C D :.A:B.C.D .. ' /&t 9_C.D AeFc D °A;�C;D �;�Brc�o D .«A9.CiD .l+„B C.aAB.FR AB.C.6 _ . A9.CA hByG 0 `H C.D B CA 'A8 D .. 0 C'D CA AB C.D .0 .. C.D 9�u0.h.Bsr.. , Be .d1.a. �. A.B C.0 ABCA '..AB CD : .ABCA Bk ,_. _ A.RC, 6fAs.. A.B C.D -AB'C. Y XB.C.0 > C D _ I:.. C D- D W -' C.D Ji.B.0 M1 AyS C RB CAD A,B C D' B C,D` D. H`C b - -A. B C 4?tAD A,B.C.D `..—�ti.82 _. qC D . -A C D ABC - X B:C...:._ AQC ,AB A a T1SC -:'AB.0 D kO 0 D -. a B. DA:B,C ' - C D D:A,A.C.D '. 'B C . _`Fi,9yCt0 A;H C D .. C .. C r ' 'C $'C `hH il. �. k A - A-�, A ORA„ , _ ABC;D . 3. BCD .-. AB .' BC Q. ..,A i.D�= 'A804 "' A,BC.O: ABCG.-, „e,�,A.BC ?A'.BC.... B _.._'A ' tDDAtC.6, r 8C0% .�cC - _HC- 'k ,. ,A .. ....R "'A. .A ... 1lyB,CD A,BCQ "..: tC C -B A A A A' A� Al AEC�D 0.-AB,Q.Q B,,QD �. BC AzBC ��A _.�Yt t A. ' iZkki tBiC D B -A.B C �_•A8 .. A .- -A A. ,. 128A,,,ABCDBC C A ....A _....... .. ._A R A_ _ A._ A;.: ..0 _gcC...,. -. A >A - :A' A' A. .. A. .In... sBcL.�, -• A ....A .. .: A H�, _.... -..1y6 149A ..Yt, C p' ;AS C ':: ._ A,-,_- ...A .�A A ., 'A A A: A . A...• _- tSy'.4 A Ar S/g R WAR80N STEEL KWIK BOLT. V f > iti i i ANCkIO� W/'2 t/2 in a EAtBEbR{F{YI K do .5? kt rc 7m, FOtIREO fC�?NCIa#' , F (Pc. i r ?F }x/4" :POWERS •CAWc= ANCHORS` EM1EDMEW*-TQ P,0UREA C4flC tf E _: moo .psi}. do 3/8'a=16. 1/h rtgir/�%� rJ1 Paws-sOGD-sEf 7/8' Min. .EMBEDUENT*TO >�iivanicR rf'C = 3oDo ns1 •& ,o ),t6 p qW/eUILDEX TAPCON;ANCHORS w1 " T �1/p$p: tGn. ENBEDMFNT70 POURED em f�tBFdB 4 Is' BEYO AW FI:f10R: ( COUNGi FIP 04 TABLE REQUIREMENTS'fOR STORM'BAR:CONNEGTtON 1O.CONCREiETOP`1kNI]:Ei SECTIdN W- 14SREET91 FOR A GIVEN A.$:D.:DESIGN LOAD tP.s.fri .& ST(1RME STORM BAR SPACING a (rrF x f 53 , :1 sao ABCD A— -.lotABCA cD ca A.$ QA.U. A-�.A C.D , - C.b A,%CD 0.80 AB'C, i A A ; EW BGD . %CD ;A.a." A�B:C,D-.- A,8.0 BiC" ..:d. .: k... 88C A.BC 8._ A... A_ R _A_ A A: t r •6D.0 " ` - B:CB . ' ..'A A A A_ r C A A A.8 865AA.8 A A A, " 14R0 k A A q 1 i5 0 ffB,D w Ar ,,...A" x_ s 7v� f6:i -'�'b "VON `t/�? 57:r No. 4416' f it } STATE OF 5 f4RC $r C4�. its SiDSI .„ � I P1� D71l�xA�64Iq i Y%Yr'"�',aTi'�b-.7Y�1'. 23,+7F,26'. MAXIMURMULLION 7, MAXIMUM AT SPAN M (PAWkIN! MULLION @4 14- Muwoo� 1147TWXPV-FLAW WkWEM-MULUON 4*x8'xl/4MULL1dN -Y 1= �Q f �Wjlf#0RMTOI-WEMORJ N42AUlf oil , (fitW 1m �EO 10TEMORM OfiIENTAifOM -MOCAT01 OMENrATM 42 g 7 " ?, MLk WTVWR e: o-4-7 37---r 0±17 Aal� 1 VAS As, ANT F• nm-y- 77Y�v -To .0-7 -3 1 taf 71rW 8'-G' 7A --- TF -so, 10 Ike, "air !Ef�. ", W-31", APT m P, IiRE �F7 L�� W MAST anxy • a he V-9- :VE ;%,.T�S-- . VVY thin W--el S'�4' 6-4 1�7 . W.Wfi' WOO- TIT -2- AL 7F ;Q, W ZjMt� ZW41ct 77i--917 LZ '�ZTI�82 S' 4- � 1-v, --,. =W -a., il-11111`� 1 4' 4' T"� 4!-W V�;-87 1 Z� 71YF7 V� " T MG- E��z show �:� - : 'S 1� O� N - lloo � . 6 '.:72:—;r7-: T 7 4IA 7 4'-:l tf 7 . A 4'lV ' iR M M X; yWmCW7 7. L, low 7�6* wMcr, 1 P"- want f VON vW A —507 -F5- 4" !�.W 7- 7�7'- Ev�W 7F--1Cr 7— -7'ZIV- :JEW 7-0 i� -5- . . . ... . . :THY... .......... •11-W- WCF 145A Asmol 4--P,4 'X. I RENDANDEDA&A -4 Mmhbm FOR"A:GrVEN 64ki'l MO _ U Sear �A_t!VWTER . Vdi ikrl`viNi R P M—G: b ofl' A I N-nmG w jEftKKEND 20 MAX, MuLtIMSFACMA) E 1. - FOR MULLIONS M, IMUM MULLION SPAN . .. , - 11 r MULLtON SPACtNGI &MYV MUM M MWWMJMUM MULLION SPAN (f7) A A . ..... 46x.a­xiw Muw6N THlbk (3WV RMGEp) MWUWON t6vG, pmm= @4WX114"MULUON, G2 01 !"t; DROnAMN #29)l LAM--m ji W �ORIEWXMN;v ([D , 7,� '1! OWWATION OEUENWTWI$�4EU —A—J2� (U)t I —r-r- •END mmWR 4 W-r i2 00 84D XTERIOR '3"r or— -gj Via -9- WERIOR END :9-�fr. 1: < R WR' _12a6* .. qtt6 I .12 , 9'-7 — 7'-- 0t_� T W�4 jg�� ' Z c -6' '4' �lftw" S2'-*c4aZ -e jr-6 jzao xtt. J*� n4�� r '7 AW ::� ji , — - 2, Z_ i�F_ j2,-, -2 'k 2 W-11. 7' -V_ -31; 12* '—IRV 7 -2- 9--e- —w_s- , 7i&' Wl� 'A WE_ 10 1 7' 1 _'FZ7 N-5-7 0-- -6* T-51 11 1, 4 qp— I 12 6 aff 78-2, W-r­_ �.�P7 - --k OL -1 f2l 7,-B* - Fl- - I.-W T*zy" . 42V_ 1 -7 M F , -7 ;* iy-w, WONSFACM&SPANIN FOLOAD 'MULLION SPACING & I ON ii�Ak' SIPA46L40 Mtn mR FFNII & I mTFRIOR m I ILUL I 01"'NSL A �LMQUNTEQ MAX SPAN FO- FOR MULLION& FOR A CAVEN M.'DES!GNrPgg$StR . K. ")z 8w (CASES I > &jjQm' , SPAN, 01) ON-. momm t ........... Ju)t END, AWMO� DR IINTEM END -74- CASE f'12 � - IN I- :jr_c, _47! IN . I,. jo,��71__ 7112'-e 7 'In 2 �77_7 -&wtt �A Ir 'g. W Is- ok mcwrw uu-"" I 6LtPYAV N - kk _ ":,MAX mualom WK517- VT �VWMAN 7xr,010THIM -CAW ant MYER= :6 +WERJOR 12* JV�07� 46 -i f Dd 7-Z-7- -TF_-b- .............. _-V 41. _JK T eT -01 66 JI'Lmm pit' al D"" STy Ll 04 IEWI -INC. DAIt IT { - 1W ,.C.A. QiIDB7f9 '......Chl'AIS':':. PM 7ame .. iii 9tv '_ a _ tit "i4 lit SCHED e ASCHEDULEN N AFI RAPPED) MOUE�f'ii�G .. -.. _ _ _ WALLMOUNTING FLOOR TEND AND MAX. 'SPAN ft INTERIOR ! i ERIOR MULL,EONS FORA GIVEN, AAX..SPAN.(FT1 FOR ENb AND INTERIOR MULLIONS FOR AGIVE€tf �i f� TY A.S:Li DE51GN'PRESSURE RACING A P (r MAX MULLION �D)_SiGN PRESSURE RATING (P S.F:) i?i AND 7 a. MAX MUt1 fON SPACING (R _ _ _ . "_ . . SE�AGf�iG _., MAXIMUM MULLIONSPANtfs3 _ lQ4 JIA)gMU F M MUWON 5 Qq'z65i1l4"MULLION tit 43c8xtt4"MUWONy dxj'xtt4TNiCK{3t8FLANCI?U1LIDt xt/4 MULLION G48XIM"MULLIONr 7EW d t. _ ._ . „ ,. ••- 3 ON fit.: OtBENTAitON. 2 (p •OWENDlT7DN•.f-. 'I'DFt?ENiA110N �2 -) DRiTAtltll/ 1 :ORIEN'kk#O!!:/2 tNlEtidOR 1?1D INiFR'OR IXdENTA �t 1WN ,ORIENTAtION 2ORIF.NI'ATION. () 1 -. 'ORNTATION :.ja,( Ot2fEWF;4t7D 2T( tY_e' ':Elm i2-6' fN17d012 -12'=8 .., END ,#s7t"'a'#`fi • E4D END sS`4CNt0li ' 1NTMOR END-" fNiT..r"IDFt i �. 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