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HomeMy WebLinkAboutSUBMITTED PAPERSJ Permit Nude �Q C� 2�' a St. Lucie County Building & Zoning Department scAfv 2300 Virginia Avenue B� ED Fort Pierce, FL 34982 fit, 772-462-1553 t i ' �ponty APPLICATION FOR STORM. SHUTTER PERMIx SEE REVERSE SIDE FOR INSTRUCTIONS 1. LOCATION/SITE ADDRESS: 9940 S Ocean Dr #410 Jensen Beach FL 34957 2. 3. PARCEL ID NUMBER: 4502-502-0047-000-5 Installation of one (1) Accordion Shutter 4. TYPE OF STRUCTURE: SFR 5. OWNER INFORMATION Name: George E Harris Linda R Harris Address: 9940 S Ocean Dr #410 City: Jensen Beach State: FL Zip: 34957 Phone: 860-912-0801 Type of Surface attachment: Wood Frame ADDITION OTHER DATE: May 16, 2013 6. CONTRACTOR INFORMATION FL Reg/Cert #: County Cert #: 16572 Business Name: Expert Shutter Services, Inc. Concrete X Masonry Other Product Type Maximum Opening Pressure per A,S.C.E.-7 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Anal sis 1.20 mph 130 mph 1.40 mph .140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels kccordion +64.68/-118.56 FL 389 1/4" TAPCON 5.5" TOP/ 4.0" BOT Roll U Colonials Other ALL PRODUCTS SHALL BE LABEI..ED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL IA'SPECTION PROCEDURE FOIt EX[ST]tVG IIESIDEIVTIAL STRUCTURES ONBACK. 7. VALUE OF CONSTRUCTION- $ $2,433.00 FEES DUE: RECEIPT: OWNCR'S AFFIDAV IT: I certify that all of the information contained in this application is correct and that all work ill be done in compliance with all applicable laws regulating constrt t nits PRINT QUALIFIERSIONVNERS NAME SIGN ALIFIF?RI WNER STATE OF FLORIDA, COUNTY OF 5-I' Lvc C. C-,,i -+ ACKNOWLEDGED BEFORE ME THIS DAY OF 20 13, BY, I U ILQ -CA WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED _ AS IDENTIFICATION, IGN E OF NOTARY TYPE OR INT NA flTARY y TITLE: OTARY PUBLIC COMMISSION NUMBER D I C.Iu % NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF 0010 IENC£MENT MAY RESULT IN YOU PAYING'IWICEFOR IMPROVEMENTS TO YOUR PROPERTY; IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OP COMbIENCalENT. BEriY JEAN HOSTE7TER *; += MY COMMISSION # FF 015007 ril 2017 Bonded ThruRNOWY public Underwriters 5/16/13 Gcome E Harris Record: 1 of 1 Property Identification Site Address: 9940 S OCEAN DR 410 Sec/Town/Range: 02 :37S :41E Map ID: 45/02S Zoning: Ownership and Ni Tailing Owner: Address: Property Appraiser - St.Lucie County, FL i PROPERTY RECORD CARD «Prcv Next» Spee.Assmnt Taxes P ar cel ID: 4502-502-0047-000-5 Account #: 121230 Use Type: Condo City/Cnty: St Lucie County Exemptions Permits Home Print 7j Legal Description George E Hams Linda R Hams OCEANA OCEANFRONT CONDOMINIUM ONE APT 410 AND .8625 9940 S Ocean Dr #410 PERCENT INT IN COMMON ELEMENTS (OR 3504-1746) Jensen Beach FL 34957 Sales Information Assessment 2012 Date Price Code Deed Book/Page 2012 Final: 158100 3/28/2013 278000 0001 WD 3504 / 1746 Assessed: 158100 1/22/2013 160000 0001 WD 3480 / 0386 Ag.Credit: 0 4/29/2010 100 0111 TR 3202 / 0160 Exempt: 4/17/2003 100 01 WD 1824 / 1096 Taxable: 7/6/1993 110000 00 WD 0848 / 2493 Taxes: 3198.56 9/1/1976 67100 00 CV 0258 / 0561 BUILDING V- ORYIATION Total Land and Building Land Value: 0 Acres: 0.02 Building Value: 158100 Finished Area: 1119 SgFt Exterior Features View: 3900 - Ocean View RootCover: - RoolStmct: - ExtType: X108 - OcnaOcnfrCol YearBlt: 1975 Frame: - Grade: XOIE - Oceana 1 E EIIYrBIt: 1975 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 2 Electric: - PrmintW all: - FullBath: 0 HeatType: - AvgHt/Fl: STD 1/2Bath: 0 HeatFuel: - Pnn.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth 1 0400-Condo N -Unit 0 0 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. www.paslc.org/paslc/pre.asp?prclid=450250200470005 1/1 ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES PROJECT NAME: GEORGE-HARRIS'. ADDRESS 9940tiS OCEAN, DR # 410, CITY/STATE JENSEN BEACH, FL 34967. CLADDING TYPE: STUCCO COMPONENTS AND CLADDING OF WALLS BASIC WIND SPEED(MPH) 176 EXPOSURE D BUILDING TYPE CAT II MEAN ROOF HEIGHT 175 TOP OF WINDOW OR SHUTTER HEIGHT 45 ALLOWABLE STRESS DESIGN 0.60 TRIBUTARY AREAS ENCLOSED BUILDING GCpI=°±0.18 <=10 SF 10SF ><=20 SF 20 SF >,<=50 SF. POSITIVE PRESSURE 72.92 69.00 64.68 NEGATIVE PRESSURE (END ZONE 4) 72.92 69.00 64.68 NEGATIVE PRESSURE (END ZONE 5) 133.66 126.48 118.56 NAME HARRIS UNIT # 410 WALL PRESURE INTER/END -ZONE.0 ALLOWABLE STRESS DESIGN UPPER TRACK DETAIL LOWER TRACK DETAIL HEIGHT STORM BARS - • •- :• Florida Building Code Online Page 1 of 3 MORICALOVAATMOK OF:ii U@ BUSiness & Professional Regulation Florida lepaltmentof BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Busines ( --- Pr%5si gal Rt Product lic User Approval Regulation Product Approval Menu > Product or Application Search > Application List > Arpll—ic-aft Detail 1 FL # FL389-115 Application Type Revisio Code Version 2010 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Walter A.. Tillit, Jr. P.E. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FL389 R5 COI ASSA certification of independence drwo 11- 192.pdf Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL389 R5 Epuiv EQUIVALENT LETTER ORIGINAL.pdf http://floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53Mws... 5/20/2013 Florida Building Code Online �`�. Page 2 of 3 Sections from the Code Product Approval Method I Method 1 Option D Date Submitted 12/21/2011 Date Validated 12/21/2011 Date Pending FBC Approval 01/31/2012 Date Approved 04/03/2012 nmary of Products # Model, Number or Name I.1 Bertha HV Accordion Shutter - Blade 3 - (Non-HVHZ) - Drwg �111_190 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D". Max span is 13'-0" for 40 p.s.f. ASD negative load the HV3 blade w/o window blade, 5'-6" for 110 p.s.f ASD load for HV3 blade w/o window blade and 9'-6" for 62 p.s.f for HV3 blade .w/ window blade working in unison and 84" for 72 p.s.f. ASD load for HV3 blade w/o window blade installed Into metal studs. See sheet number 5 of installation drawings for other spans and pressures., .2 a HV Accordion Shutter- 1 Only- (Non-HVHZ)- 11-192 .imits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span is 16'-0" or 30 p.s.f negative ASD load depending on :entermates and locking rod configuration for the iV1 blade, 8'-0" for +64, -72 p.s.f. load for HV blade or Keystone mountings 7'-0" for +75, -75 p.s.f. for. netals stud mountings and 8'-0" for 110 p.s.f. for iV1 and HV1A working in unison. See sheets 7, 11 Ind 20 respectively of installation drawings for other ;pans and pressures. Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions FL389 R5 II drwg 11-190 ASSA.pdf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R5 AE product evaluation drwa 11-190.odf Created by Independent Third Party: Yes Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions FL389 R5 II ASSA drwa 11-192.pdf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes evaluation Reports Created by Independent Third Party: Yes 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)- Drwg (top and bottom) for storm protection 1-194 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Installation Instructions FL389 R5 II ASSA DRWG 11-194.odf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes -valuation Reports FL389 R5 AE ASSA Product evaluation report drwq 11- Back Next Yes Contact Us :: 1940 North Monroe Street, Tallahassee FL 32M Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement ;: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. http://floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgvYYHH2vJvx5 3 Mws... 5/20/2013 Florida Building Code Online ������ Page 3 of 3 .Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ®® eCtec M Credit ArF�E http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53 Mws... 5/20/2013 GENE—RAL NOTES: t., -pnNowtv, A666kDlaN SHUTTER SYSTEM-SHO M ON THIS FIR ODUCT EVALUATION DOCU02-IT M! 114 HAS VERiM t COMPLIANCE INITH Tile idip, E660N tCF THE PLORDA, _8141DRIO'CODE. �M.ACCOROION SWUTtER SYMM,SHAM NOT BE INSTALIM AT HICH-MOU. RiCANEZON'M PER SXROR.1620,0� THE 666E, i�X'A BASIC DESIGN WV0 LOWS SHALL SEIiYEtEfiNNE6 AS.. ABOVE MEkTON VVO-SPEED REC06-'Fte THE dURJSOlCMNVlKERiZ $KUM'WRL BE INSTALLED DEMON IH ORD THE .7 m 6RC% TOV*MKIFYNDDUATON .1.6S.tJPk-FQC,.'AVS 'zOkSTfOklVOZO' N ki&iABLZ'STRM­ '�kR"AIND LOADS .M­BJZUSMJN RIM ANALYSHON-fi—A WRFACTOR�CO0 WASEDR ERFICATONR FAENW,IN ­. BERTHA N.V. A=RDiqNSHUTFR-SM'S`?DWFqA,VAN6 A16 LARGE U114PAT 19PH;nyv14 ACCOR6ANCENiH'StadV1609b�H,MENTIONED CODE k PER ATLIRIPPRTSt ,k #031,742-05;-10602.017,1C.'AND 10210.01�11.AS FER.TAS=20 1, TAS -202'AND TAS-203 PROTOCOLS. AND ASTM E-IW8 AND LEVEL D..AW ZONES 1. 2 do ;I) A� PER TAS'Mt. 203 203 PROTOCOLS LAR I GE pl�slll_ ASVJ E-1886 AND 'I. 2.'4j'hASIC i2ilk TAS'262'PF?61iCO!. 2.-WRLAM&AND'iWV %NDOW SLADE.0 ARE ENGINEERED TO WORK414 UNISON WnK EACH OUitk QNWOh1E-GNV& LlWtAnd4S4Mj COONTONVOF—US5 INOIrATED'ON Stt EE'i9 3:.8 R1HA. H.V. ACCORDION F4MS,(KV SCREWS), USED AT BLADES i0iU0LE.,A,%0,FQRr; MiCT,MCUNTCIONItCTION M', TRACM SHALL BE #14xW57 AND', J,14gl!fS',-RESPECTfYELY.1410=HT k MWJM SMUES STAINLESS STEEL'SCREWS WITH 135.0 kst YLELD'STRENGiTH AND t8O'k3i TENSILE. •STYFENGTH. PINS SHALL' BE: COATED WTH -BERTHA HV -OACROSHIELD COATWO SYSTEM AS'WNUF.ACtL[REO , BY 'APPROI.ED COAJW. AFlPL=TORs, RM;srEREO ini AmETacm z4uTr.R*SY9Mts,AssociArTCN. F?.,s musr BEAR THE Hv MARKING oNTem uw .5-TSALLOY. S. ALL; SCREWS: Wiv STANfkq STEEL INIOR Vi ARM S6�CS OR M �,N G;rRENaTN,AgD io,w MN. teksliz sifIENOT".. Alid SHALL Owgi W/- FLC410k'aUJLD=.'CWE`SECT*N 2411,3,14.' i. $X*WSEASTIJ,A407 d4LVi102EA Olt A0 -Jd4 OR 316 SERFS SiViLESi- 7. SEE Tk FOjLt)RTHC'.SRMiTStNCHOfl waz�'(D: AiN6,16 IN OLADEQL'k-e WOaTidlkK' 13 & fS_ 8: THISH.V.ACCORDION, SKuITER, SYSMA SEARS A U.S. MW J6'770.582: -COMPONEHM O= THIS APPRONAL AfM COVERED, IN WtJCI--:Cq,IN PART -SY - U.S. �FAXNt #V459' .179 asum liz- EASTERN ,L S. tt SHALL BEcTHE_RESFCNS8LNY 4F THE -CONTRACTOR TO VERIFY'llilt -SOUNDNM- OF'THE' MoCTURE WtW_ SWJTFER,;S TO BE4TTA]CliDAO INSURE -PROPER ANCHORAGE.. COMMACM. 'W SE&/cnu SHUTTER-COMPONENT EDGMUNVCH:RCIANNI; THRU FASTENING 114 WMIFWNI-INTRUSION. lO.'WH UW MUST BEAR' PERMANENT: � LASELIN A �VSIBLE OLACEL Wrm �WAM 'N�TE bUR(NC,.PER(ODS. idg�:HumitAiNz WMNNc§ Hoiz.VWNeR; TENANir, ��Opign.. �Aukr PROPERLY, C�� Am Hy AID iwv,- 11, . . OW -MATES 414;ENGAGC 98.LOCX -�W 'tit. SHUTTER 'MANLIFACTURE]Rt LABEL SHALL BE LdCATED 04,A ff&Z& V)SliE L6Wld41-AT'A0&6R&ld& tiltl ft.R IN AC06RDA4CE,WTTH i'lliRIOA: dUkVN`Gl CODE. ONE-WEL SHALL BE PLACED FW �E4-��'CPZN�,LASEU,'e.,TO,CM-L-Y VATH,'.SECnON 1715.5.2-Or- M.FLOFt;DA.EUlLWX'.-.O=_ ��&i ANY Iii". lij "I Ni JiROVibED-.BY THE JM i6nok vkiii: PERMIT, Is"APPUED To.., CS_'PMtCATEO, IN THS 04w�� La o AN 'dNG,'!MlWL�W _�ZO FORMATION ,A' Tk sim "Coundus uwE AND DOES NOT PR&DE�,IN" :PROJECT-L PUR-14-_W 440 *ot",dN[-1kS#.E6., . PRWDED' HEA4F_.DOES 'N4T DWAk FROM THE: CONDLTICKS.MrAJI-ED. ON THM OCCU?JENT. CONSTRUCTION SAfM AT. SrF'IS WVXONTRACTOR'S '(c)'THr. P.E:o. %-iLL'6E CO DS-ZED by AX;'kzmsl BE PREPARED BY A TiECT'WHICH, Voll� SE60ME HE iN6(AiM'OF ktbb '(Eh4 BE Rf$PONSI$LE FOR'THE PROPER USVOF THE R4CORD.'!ACFiNG AS A O-ELEGATED,ENCINEEWT0THE P."ENGINEER StftL SUWt,TOJHIS LATTER THE7SRE SPECIFIC MUNCS"FIM fmt Lvl - - '4 JWS :PXD. SHALL iBZARTHE DATE'ANO OMGNAL SEAL,:ANO SGNxTU;.r..OFjHE flWFESS&OL ENGWZER 07,RECORD 'iPAT FWARED :ffi 0 TABLE OFCONTENTS; AREA. I - W - S MET (b SHEET, I SYSM 'COMaGNENTS f-20 sHEIET>l 21 =i7 &4W'.3 ASSEMBLY'- 32-4 !S4EET '4 TYPICAL VANDOW, SLADE WINDOW DETAIL iAnr . (D4N6:WLMNQQW GLADE & (WHERE- APPUCABLE) iWj* SHUirdt- 6'4ATI6Nz& NOTES ON LOCKS Eki Mr INSTALL.3WNJIDVALS A-F.�.CONtRETE/GtOCK SHEET,li JNFALLAIION DETAILS Q-?i,'O4lkCRETEE/qEbC_K SHEET,-7 CENTERFOATE bETAILB B. cvaiRum ALTERNATING DETAILS i4v :SHEET'S END 6b."EckqN:cErALs I cogdaErr/BlOCK SHEET, 10 - 1 pmwum. vm, TABLESSHEET, 11 ANCHOR.SClifDljLEr'CONCRETE &,,BLOCr ",SHEET,_32 'SCH SHED1,3 ANCHOR _SOULIE- CONCRETE BLO _ CK; ANCHOR'­1 CHOR: SCHEDULE,- WOOD . SHEET. 1.51 O&Xr.Ailb'R<136AIS, M-F. W006- -id, I . , DETAILS S-xr W066'� �SHE . ET 17 END , :CQNNE -b iTAILS 7_`72'dc& WOOD, SN,EiTlt ONLY MCAIL, ii{tTr.`ER EM' 'ATIONz SitEET i0' ARVA14., W-W]460W 6rAbt(b&& m I , NiT;LATI&N OETAMS, Mbk',STlJD WALLS' SHEET •20. AxSuSuAn .American Shutter ;Systems -Systems Anoclatiod; _16d. 4968 _We#rccds'06va We5V.ptilr),8,a,66h;, OL-SW7 CR 0 5458179� ,DE Q-C,.q, TEMPER fatY firer 0, I.Sar 3,'SkE ANGLE '4UAbh.EMFOR USE */ W' :BLADE(D, - - 16063=764u-oy-Afib TEMPER HV UNIARSAL, QUAUflED,FOR,USE W/ HV WPEQ' 6005rtS ALLOY AND TEMPER 19; AI thl Abi, ADAPTER :QUALIFIED. FOR :U PLADE-0, 6053-1.6 .ALLOY;AND TEMPER OM. of WAlEADERaILL 'QUALMED 'FOR USE—V'Hv,'BLAOE 114 LY 46 6063,A" �kFD TEMPCp-1 T o. 70 J, 4:4-M Tv -,'Tt o.192- C.1927 MLE-C -0t t 4,. 167 l2� 'OU IJFIE BLADE 1 USE k'l/ FiV 1J)HT-TRENCH 'TRACK QUALIFIED FOR USE W/, KV BLADE 11)'ONLY.-.. HY RMHOUARD '\ �Co TEOEft, RQUAWFIED: FOR U E W/ KV' gLAOE -VARIES I.qw, All, x V 2' 1 .125- ,TEMPER AffiokAan ' Sh6ft6e SYO!'STS' I .4 We" 3 S c D West pem ee3407 AccOdi&-Shutter S'Sito'f Y., kv; R.Am,#j �Y/ OR W/0,KV. YAWN MADE DRAWING NO' a. SHEEr 0I ! V tENTEkWAt OUAUf,ED F1�60.1P j,_USE 111, I'll 11=C1 7564 J— MALE "T-- LOC Pre 6063�Tfi Te- QUALMED FOR. USE IVIkHWISLADE, ONLY LogkEk FOR :10 LOCK -CENTER 1, ONLY, -kLLWAWTEWERP� QUALIFIED FOR USE, W/,,,MV, SWE(D 4063-26 ALLOY A.N*:TEYFER 1217 Ile' 116 9 , z 1 2 @ . HV "T7 LOCK OEO FO USE Wr45& ONLY.. sS.S. "THUMBSCREWS: FIED- FOR U: %QUAIURED fOR.. USe- %Y/ liV.,'BLADIE AsSmS.A. I Aw q _E,N GI N E EI q N G. COMPANY.. 57i715'36'., F4w . (=%71�15if !4268- , Wistr6ods- 1: ta�*cdizm '� ; o61 , o,;;. � � R _ ckl� !L -®r O_HV EGRESS LOCK. 1111M lMn CAP A Mr, W'I- Ili, .. I SHUTTER ASSEMBLY SCHEDU,LIE FOR HV'(D. HV HV $LAOE.'S' 11V;LONG.RE6ESSED'.NYLON'.BUSHfNG 0 W'tkORT REGESSEO ` LON„8USHS IG HV NYL'ONIHAT VIAHEk - W -WH.EPI: CAIRRIAGE ASS1 ° 302=303 SERIES o;876 x3A8' +HIM NY1.0N', WHEEL.,. '0,188"A As! 302 SERIES-S.S. RfVEiS ® ' HV 1 3/4- ACCORDION PK •W/ 08 HERD HV ,2 3/4" ACCORDION PIN••W/ J&HEAD•# POLYWM(ATE 11APACT RESISTPAT AV- WIMIOVr vftwa i BLADE'S WUCK E (iTa) S' it �f n N 2 7/0 CtFl SEPA9i eErn� 4 i 0 OR- 1 (i�; .HV 'P1N S}�ALL ;AEW4YS BE USE® "AT` ALL EXTERfOR".., BOTTOM KNUCKLES `Of= HV ACCOROiCN SYSTEM W/ HV EX?ERIOR . HV &BLADEaL :;PtITTER ASSEMBLY ;lw PIN &* Q AT (2)' HV PIN. & MAY 88 USED. IM UEU OF & AND 'ONLY •AT' suJrE s KRXfERc%0 .: EXi�R10R BOTTOM KNUCKLES '()F HV ACCt7RDI0N =SYSTEM Vd/ NV oo sza qs. sore BLADE WHEN CORRESPONDING` TO INSTALLATION "11 ;•SHEET 7_ ,' :rtEGttiEtdErrts) i` (3). HV PiN;'1 OR Yt/ 1%2" O.D. j1s' TH1C}S s s ,;wast�ER 0 1 9 SHALL SE .USED, -FOR DIRECT K 0UNT INSTALLATION FER .DETAIL X, SHEET` it (HEEL ,4RRIAGE .DETAIL ASSEMBLY LAYOUT i HV -BLADE SOLID' &" 0, HV ' INDOW' BLADE DETAIL S OLYCARBCIIATE SOURCES F:OR'44- •-iiarx. srrccx`cfu'nsr • SAS11+:anx 0c:5,mJa`' tow, F RCICR+L�51Rv.Ci`! lJ,YY::D -'A5,TU 070 12" p4J. oa, SSe00Pam. R6CS4U.:S .114 ;A9tL omo ]eOFN p.I, " S10 D00'.F;4- xartvm;�m A{M cxee a FT q+M: IV= O°.S s" M:1� t#BeS:L e7.11C W,S R YAY; _ ,AATL CF QL1ih'MC,: !U"iN.9W7 C S CIAtS :. C 1 (."IS4': SEt}" Si!I15i; "ASiJ ®$M' lw `F ;w ;F-. �iuicp..i ,ret�saa-�r+c�+Ft�:¢ "�sru'eie wea v:: :ps�;m>Kss:autiamue; :rcu,afe ua)p:i. .. �Zt A Tk�� WSJ EEJ t�CCQ3 0.4 t$7 AmeHcan Shutter?Systems: a o s �TESI. di ENGIN°E321NG COMPANY, ASSOCIOtIOty'taa' e� ..Cy uus N.+g. Siin, s Ste •.?+. YaCSMA ¢48'M.''NS FtORTA'721d6 _-� phsne;i txs)a�J-isx r,3es�n �ssi: 42$9-Westraaas: Drive . z^ O s`: czecoecacor. Wes' Pafisi Beads :F! 33W7 s ; DRAWING. cucca i� Q 117 Y - "I( • • aNE HNOTES MUM v LOCK or SHAtL a USED AT 1 2 OF'SHUTtER S?AN FO D V . OR T2" ABMS OR 6E��90 W, 2 (1F SHUT'�ER /tfT R: BPh�iS ll� TO 105 A'FTFOR I TO 0�6�T �MiY "f SHUTTER EI.EYAA%ON.2 x' l 2E LONO�'fi.4�HFAD SSi N Su IACATIO Crt"LOCK 5tL5iL,6E AS INDICATED ON : / _ ._ . _ 2. ..: c P 0 !! - - UP'•TO 7W0 tTJ� 4!r+.'E.. SACKS -OR NAY BE USED'AS A4 ItiS3D U C CEO COtiNECTTON OF LOCK$ TO,CENTERN.ATES' • OR Sf{aLl SEA3 INOCATED.ON NOTE 1 AI LOCA'ION OFUJ(;A1W,(3N-TV1CAL-,ShUJTER H . MY. 1.0CK511 LOCKING ,RODS t39'ARE HOT REQUIRED':AT�URRiCANE..POSMON, BUT -MAY a eE .USED'!F DESIRED TO 'ENHANCE. SHUTTER- pERFO1fMANCE..t,OCWNO RODS OR AN`ALTERNAT,tVE:DEVTCE Y ALSO BE USED AT STAWNG POSITION (NON HURRICANE POSMON). ' - 4 ... - SHALL 8£�_ `E OR ANY. SPAN A,'10 INSTId.J+tIONS AT, ANY ELEVA'RON. 1fV i ar ED AS AN' OUTSIDE Q3 INSIDE LOCK, ' ATTACt'"6 iq :�yc.GARNER.-CEYTERFAATE W/{"y 7%4-20:z'7J2._iOKG ptAT HF1D:.55 M.S: TWO L.00KSNG%RODs p A7 TOP�t[ 80TTOt.I SHALL BE US'sD: LOCATION OF LOCK 1. 8E AS INDICATED -ON TYPICAL SHUTTER £IiVATTON 3 DJARINU61.StitlTiER;SPMN SHALL BE, DEIInIMED As PER SCHEOULES SHIMYN -ON SHEEr,12.' _ . oO�A �oaa ONE'ALTERNATE t3Y LOCK:. !MY'8E iSE IN WEU 4F 74V?LOCK w FOR rWYSPAN AND - a. 1NSTAWAT4QN5 AT,NtY- £l.LYAttON,>At. ATE L�IG� MRY 8t USED AS AN NSID OR OUTSIDE LOCK ATTACNIAIIQT ./ R O 1 jq'c-20x3J4S.S, 7HU.IBSC'REY/ TO �' OR CENT&RNnT'cS ,STtAI-L @c M4OE Vf/ .t%40-20x31e ALUM. SPAN. OR . � � RIYhUT'AS SHOWN.ON SECTKh*1 tiVE, SHEET ,t3� GNE LOCiI:SHA1L_ 6E USED AY -1 j2` OF S1fUFTER � TWO � �.- LOCKSAT._:IJJ..OiSHUTTER-SPAN. - . t FORRSPAN§ Lp;. TO ADO;lTiV.AYS,AnLODr'or;.,$m Wooe,pk __-. -8- ---- �:.. -- ---- -d- - - u _..---_---0 1 - _. _. -t, JUTSAE LOCK AITACF(ED TO' or,® SYl.P ETFi�CAL CEMTERMgTES t!/,' (2), t/4`-20 x tj?' I.CNG FLIT;HEAD SS.� SEE E1D: - - M _ F SHAU_. H I 1 OF LOCKING CatitcCTION (1p� OR O TOP .4 0,18OTTOM isiz damPLETELY 11IANDATORtt, ICPL-SHIltI . Et.EVAilON. USE CETARS ON �, SHEETS- 10 M - tB�TYP, rvcL H *NOTES ON .HV "T". LOCKS ANQ: C NTERM j $ OF Gt7RNgR' CEPit'cR1f/1'fE tFs�: ONE`ALTERNATE HY i 'tOCK'Ct3 tdAY aE !N (N.UEU OFtN LKS:i OR FflR ANY :,SPAR AND .C.?.�' �O �•st 10 i l(�- pp !�`—At1ATiCN AT'AM" ELNATION. AL NA•FE LOCK YAY-'HE UScO AS AN .NSIOE OR OU SID= LOCI AMACHMENT ''LLYY LJ L� aLOCK•� 1NCLUOt-S ItSR O, RF�YrORCi`FGIACK t} Jy.S SHOYtFi ON SECitC•N. h'VC HiEi'-9, WHtCH MUST B_ Tfl r j w�� � .: CaNA.ECTEA TO CENTERMATES {z§� h0 �Wf..t/4o 20x..t i/2 •LONG 55..-SHREIIUED,B4LT.WJ �7/80 z 3j32' HINDNUi`dR R 'W 20zf S:S:MS INTO A; i/4 6x 5j8 RiVNUT.•LgCK NAY`aE INSTALLED AT MIDSPAN-OR 12" �qq� , +-CA NAkIM[tIM A8 AND -BELOW M OSPAN USE CF 't40 LOCKING RODS: Q?, TOP AHt) ;BOTdM 7S'ALWVDATORY.' A. ,'E ALT'D'LOK ®YHUSro'L'f UEU OF t LNv BLADE S .V tO , W LOCKS, OR :F,CR ANY SPAN PNO kNSZgCATTONS AT:'ANY EMVATtON. ALTERNATE;HD MCK.�4 UAY BE. USED N.1:8 AS Att>INSiDE OR,OUT`-10 COC�C ATTACHMENT:OF. HD LOd(TO -.IS M/ 3 �B x a/8 FH'85:NS ANQ .4YCLt�E&: REshFORCELiEaIT'INSERT AS-S'igsYN OH SEMONS HOH- 'At OS OC`f•MIC SHEET :10 LOCK MAY•E 1NSTALLEO. "AT" M,DSPAN,Oft la`=WXMUiA BELOW OR, ABOVE -MOSPAN. USE:! i tAoW,NG R60S,@t5: CONPLETELY.:aPTlCNAL. 7 L I I - , (Harr iqh e{ocit urricane�.' one' W, WA TI _ - ' - - `02q,T1 EASTERN METAL•SUPPLY.'PAC. BERTRAWAV xr ./17L E'JLS► Accordion_Shutter System. 77: 7c �Z, J^l .� Almerlaan`-$hutter�Sysflsrna' EY;-H- DEscaPnoH -DATE oluwH.e TI LIT;TEST{NO k'.ENGINEEWG COMPANY'; ; -o Z AS'Jsaotat)oD, ite , i OLD,a1-063 1129/11 OATEi, 1v1/29J71 ` < STA7`E0 �. =.r.Yti:ann ss s":cos macvc�€gns'ncrsu.aiits (.�'r_•:7 Phorie' (3('U)977-753D raxi�l;3Ds}9T1-7sst: 4268, Westrocd§�Drroe s ' ORfOt`• Wilt Palm Eoddhr: Fl 33407, .1 DRAWING No ssjQN �'al''` 1 FCDwaA ua s3'ulai s SHEET F:E S,GNR�'uYRE DATE 6 "p mod Ism v"qu vx' -.4 -M vrc 'Aav A." 11/wil cgo-W OLU049 $".Ieqn4s, U00 .MOWM' WH OIM,W /M tf WH 7A-k- S,14VI33, -nOUdC;, "NOAMMI M :N6 -li;— Zil /-"N: 'RQVIIVZ..l -1119, E I tel (SEE Sm'.MVI� Pq SHEETJ, X , Mo" OR. ALTMATZ7 ea I 1093/4'. HU jhbSHM READ (EE EDOE, SUB C, SLAB IF . 112 EM or EA. Poll POURED --o OR ;FEAT/ HEEAD'6�lWiiE k6fORS' (SEE SO4MULE ON SHEET 14) (D,IHV WAL.K­o_,VEgAWm6LLATibN,, 0, kv tujgk� INSTALLATION t CONCRM Ma8CIRS 4 OR E SCH (SE U, StiMT I ED 70 M N _= "'A E,omov, oTe 13(b). S�� NOTE f3o 'MCK, CIA! k REO, REO WAYSTOME MOMIYRa"UATIQU gy WAIL WALR-�DVER INSTALIA014 NAZUUU'A-q.% VESP" zbm ALLEWOL, INSTALLATION: UXUUU RCOWRM Mw RAWGuARD M.TALLAMN f t,*,SlNSl MT lj� iw J), HV lKSTALLATI&W DETAILS BLADE EV_ 4�j See -u S USEfO�l OWSW MWOPUVaLE DIV, 11. SHEET CM IRE —WED No'n, Rig ky 'one, MANY WAY TO'=T MY INSMUMION.. FLORIDA WRING CODE( h Wice 'ffur�scche Z" 0201 VatERN, UFEALSUPP�Ly' INC.' l'o BERTMA.." V, ShutterSystem , -,LV. ME7C707, m 7c� /T-7L R�lx: W/CRW/d,www liv. Afne� an Shuftr :We jM4 00C MAVW6-:,A:3­ Ina s OLD 11-093 11/n/11 DATE.- 111/29/7 �Ai $A OF63M K% 3 rug"-331, pban. 1'(305)871-1534. ra. pm)971,1531' �m WCNA 4268` Wesir6qos ys 6: ulkoowl�m WeSL Palm Beach; si 'Eaw-,=6739 01 11 —192 MAC,c A�IN` 4 rLOFMA 1, 4,167 61 TORE/DATE 7 a :zUa TOU T .I, ,� E%4ST1NC'OtASS-. 1NSTA—r—�e=_H J70 h3ERNTE N LOCK ON S. BLADE , -Hy C N ER ' TES. 6 H o I. to �tM OlAss ' © '®' 7 (soB3-ta Auor) Alum avaL W/(x}•1/ td TAP^G,*i• AHeHcis tO cON�EtE 1/2'" �.6? +® l5 'OPP.OSING' CE TES SYMMETRYCAL (toy/Borroal (4jgfo +/x� sas ro T,ie:: .. AT FAQi-'AhCLE. •. I 1i°%/4' SAS. ®-12' a.c Eu� (, or .. W/ Hy COGK't or i�r o:r ro; ss Sse4s HEDULf 0*7 I ON SH 11 EtFIN AW 1�2 sa�o.,OrOai g�;mt(J «;�'ea �• _� - 6 HVA HVB -. 6 a 7Extsil'i6'GiRSS POUR£O..CONCRETE OR , "CdNCRE7E'ELOCK'WAii- R- tsnNc'C°".° F_. — — — M. SEPAP ® _� ® ���� - ,•�'. .,1c O �: �{SEf SG1#FASfcEy i class g. 9 i 5 i onsiai CENTERMATES: I �, 04, ,am �MALN.�SEP, R 06N rs. 'oPnouat aN. SHEET it}.[ -._ (4`7TEt30R) ': .-._.�-�- —_.—. ,. - - - -. -•-- --. at tUT cowcREtE ; - * 3 YARI s t� 6 t�27'mm. StACK.. OUTE HVF** AVD RORIDA BUIDINCODE` ]on High velocity Hurricane -Zone 0201.1'-MnAN AtEtAL sup;v;mc. - t`itg gyp. ITJ _ TM rr M—�6—A Accordion Shutter System, � tt�rl: -� �— ti` kV. 9J19F get W/ �t W/0 N V NftttOW 8110E O Jt 71t11T;,fESTING dc.ENGINE£RING COUPANY` AntElTCdp;SFlUttQf;'SjrBtCttlS_ ocularnoa are oaAsr+er Ac .' Assodatlon Inc a atn t;t�63 lrzs n mm tt/29/11 ©p. c> asss Hw s1 a A saa v�zxA eA a tto11 :T1.I e ��V--�a+•�--�5s�� phaa (:G4)Br7=?930 Fes:,{JGS)67t, t53) �t268. WeStr dS., QRAjI(EtZG No West 06im. Beach FL 33407- a _ t '11-192 Q SHEET ri :F a7W Lc y ui6i. S -AL ' .n' LOCK 1Y ` » » ALEZEEMALE rlawjli RERS_,a. W/M., HY SLACE.'* 'tA:ic11C1nr+tt��ixrfis�[�P1i:iii��itr7C:a[. • A' 'T ,,uoeanncat'�i�s.s�.'.w��:uss»:mrxTrE tmei T. � .4 ti• Y •co tapnaN,y, _ IN R sue{ [Pc;S LOCK;. (lNSIDEy t . t � .. (,1--.-:�-.•.r�a:_..1_._,,- .—_�:�s._.—.._--------.:a.. _I• ._.�.._. .—__.. :ram--- - r SEE kOjE 6 F4P M`�rWCK-�,' .. r ux a+ s�*'a " • NV' «T" LOL"eC' �toxrt3 fu°ri nt,�E jai -Nui5t111 Pw4i.B,,ce�. /5 ItljtiS.fC1UP,EpliY +4VOE1�S�tGaRf'. iE17CU7.': AAS,eP''J.Y.;Di,sR•SEY- Ek1 6tLi4 YRR; E04iN.... - j/a m 2G x/z.ssr�s: W,.,5 . 7/8 m x'3J32" WiNGNUT: I� P�II1Nfff)Jfr �� P E. SEAL/S1G* JRE/DAB' t�>a R.�IAiNIIS�III��� s:� r�r�o�■er���a FWFJDA 8U Et -,'0,1 A. ►.S.A. Aniotidan Shatter SySismi' 6i. ENGINEERING CAMFANYi, 703 rncr�.wsaQs rzo cu;aiise Asso*laflODi: InC. o �aK : i J�+-7i3i' 4268 Westroods Drive; L, w u eo n West ;Pajrri ,, , 6,. Fl_ 33,40Z SEE K.RCS S'1'itt,¢xt "p005-�. � lti.� LGOO Ool'9cfff 9' 7Ai'D1+1"ftdC:s6 OV.Y®R"VL,IIbafi4.G YI:D FCi 14L Cfl.1SY•l1iY J7flICAM13;K2« B.� Q:' ®I k Zp, J"EXISING�GLASS —' -' MM SMQATAN9 ..,TO;O r SafLtRE.CV SiF T/I6 %3 WAX.' ;�CNQ ss FLR so7E®A9 (6487-t8) COuT --` , BIADeSC>& (LOCATF'AT' i;ON Stic?7 A9 t i ALUM CLOSER' E,TH S,DE i PULE. (LocAtE'�. OF) : AT J7HER 5�0.' . 12 .�N N: _ OF( ' 4. .'11v 5 1 OR SEE DETA t: x FaR OR SIDE CONt�EC1TCR e:. m 6 �a.8� i0:•�a i0.7RMlt4 r w e r m 8 -. .,�m.. END 0 END I tOR .IECTi.ON DETAIL: O;. NCRE Ct)It6RETE ?L STI,NG..am, CO,VGRETE BLOCK. WlrtC: To (SM LRE- O'T$ _. tiN FORm-___QA11D CO CRETE,. 1/2'--:MIN; CONCR'EMOR, . E St K -Wf 4 t �►e►een�rrriu . n.K. �: .., MURED CONCRETE„ 'OIi..COMMETE-.,.' . LTRFD,'CONCf)ETE OR�WNCRETE BLOCK. -WALL- REMMED .BLOCK -WALL REQUIRED �Ex{ST NO CLASS ExiBTEN QLASS ' O Ar'UtiOY j ' TO., kt Ss5Iaogt OW To.G�w (SE "� Marl. CN SET 19-MR,. .T�p- SlgiT.. _ Lt.FM ELAD70" C1ATk'S®dc:�S j-.--F r BIA S 62 Wiz* � WsGig AT,WOH(�AVCHOFS: TO1d1- Ke AT T O.C�-(LOf;ATE AS .. ORQq' S DiQCCtdtJ£XC ON �='L�'V.[J•v7 °' TRACkS= aJ'n TO m 6 �.�m®:®aT�®n�® INEGTION.DETAILQ; END 1-RCl4[iOM CONNECTIQN 'DETAILt ' ,nR4 Y'MCEcdAue. r_eass> Tleu . �r...er• niC70t O• >:pna a 2 .UGNMIL. ENV A.. ®" t%a pC} O_0� W!HV BLADE OR H1I 9 �0 �a . , . �• . ®�O•ma _CONCRETE -0R: `CONCI FLORIK BUILDING CODE �,�lrA/Niirili - IE AMS.A1, g � ' 67TILLIT'TESTING „ dc; ENGINEERING COMPANY' d756 HAL'�Q:n. &. S*e ]QS 4'fi�A QATs'SER'S ft6t04 S•idd'. Amori1c_a11 ShU#ter -, ySt ems t'M���Qi6I'IQTti �TiQ M N 1 , � �1 atase (�osl»t-i53o F x t (3O5 n-i3zT, °tea=r_o ' 4268� lYestroads: rEw i4est. iIH Beach:FL,33407` a s. rFtaRR A tic-/-/ 14167 s 'Shir�System. tv04 Kv %IMM MAM "GATE M%N St! AG: _ CZAWINO No '1dAX MUM SHUTTER:SPAN"'"L+- .OR 'L-' (Et) FOR iNSTki AtONS i'V/ CEIvn�FR,MA7ES.,o & J Or "or W/ ,ONE H V LOCK ® 0c cr. o'r ND LOCK t� 1'1/ :NO LOCXING RODS ` or CENTERIrWTES' ®$ W/ ONE L6 Q t'I/mb LockiNG'; RODS ®711P BOTTOM SEE- NOTES l At�gt< It Rsw lyat),. tt",G4i -1 ,Co%lM_TE::& KOw ItiSTAtlARCNS�V VaLL'M'O11J1)1NG- 400RACUN-a MOUNiitiw Lc L-W L4 iF1 L-(N. 30;OR LESE le-0' is'-0' 16'-0' 16-0' '35 '40. is.;ic" t3'-l0' S4'-2" .15-2-, 45, I3-1' t3-t' 13 a -14-3" 50 12�-S" 12-5' )2-8' 13-?' 55 11 -10' it .i10' 12-1" i2'-fl' so If-4- tl-N 77-7' 't2>4' 65 10'-10' 10'-lO'" 11-1• 71=11' . .70 10'=s" 14'-6' -10'-91. 75 101-1' 10'=1` 10'-4". I '80 9-10' '9'-30' Ao'-O" .10-9" 85 9'-G 9'4' 9'=9" '101�5'.. 90 9'<T 0'-3' 9'-5" '10'-1"c 95, 105 8'-7' 7-Ir 87-9" 110.. 0'-7P 115 ' • W-2' 7'-3' - 120. , 8'=0' 6'-I l' 125 7.,-40. ..W-8. 8'r0• _,8._g„ , 130: 7'-8' C-5'- T-10' 8'_t• 135. 7`-7• g-2' T-9' 3'-9' 140'-5' Byte Y-T T-8 ' 14S... 7'=3" "5`-9' � 7'-S" _. 7'-3' - 155, 7'-O' g•-y i'-•2" b,_8.. 1604 W-ti'. W-2' 7'+-1` 4'-r 165 W-10' 5!=1' 7--0' 6'-4', 170• W-9' 4 -11,` . W-=l I" :G'72` i80 .6'�9' 4.=8' 6-8'. ;5'-f0' 185' 6'-5' 4 -6' ' 8 -7• 5'-v: 190 G'=4' 4'-W • e'-s' 195". 8'-3' '4'-3' ' 6'-5". "B'-5" .200 6'-2'" ' :4'-2'. 6'-4" 5-3' 205 j 67--I• V_l• •s_3• S_L SCHE dULE 82 WXJMUM- SHUT TER'SPAW*. "L+" I. OR.,°L- (it), FOR lNSTPiTA�NNTlON5_QQPQj�i". bNE HV LOCK 0r._ or ®; W/`N0"LOCYING RODS (SEE NOTES 1.'tt) CONCREIE'&,: WOOD! fa' d'tE 'll WALL M01✓ T1 4G;• MuNO M00g1iNG L t~ tN L - OtY 35 14'-10' -14'-.10' 40 f31-10• aS-tO` 45 13-1" 50 12W 12-5• 55 tU "70" -It 10', 60 11.'-4' ` 11 -4' 65 1O -i0" 10'-10" 7O W4, tO'-s" 75, 10'-1" 10'-1• .. 80 W-10' 85 95 100 s 8'c9' :0-4% t03' ,B•.-Y .7'-11' 110- '5'-4' 7'-7- 115. . :6`.-2' 1'r3- ,120 ,.M, w 61-1t.. - 130 - 7'-8" '8'-5• T35 7.'-7' 145 1 7'-3' '51r9 150 ' 7'-27 5'-7- 155- T-O' g•�g', , 160b B•-LT• ' 's•-2� 765- '6'=10•- 5-1• 180' 1855: g '$'-' 4 -8. ..:: -190 Iss 205 s 6'-t' P:E M GOnGiistG .Spy, N MSTAL AMONS 1' FLOOR/CEILING 11OUN14VO. { { qp�.) ), Fiapfl•_" �kOUKlLVa aN�,.Pitsir tFCEtiO' CONCRETE & Wye WNSORY 'WALL _ A, @ C. D E lAOUNTING F, K,&.,L .M,'Pi :R; S & V. F.LOO.R/CEIUNG *MOUNVW C . T. U. W & :X'. & -I-NAXIt6UL1 SRUiTER SPAN `L+".OH �`L= FOR STALLAtw1NTO-WODO,SfiR1.1. 9E �UmITED To, 105 Pst. A:S.U;'0 SMN.PRESSURE� RATING: •t _H9 CORNER'CENTV7.IATE $=' MAY :8E USED AT ALL MMNTING i.NSTALLAMONS. LOLXNC, SPECIFICATIONS SKILL BE AS:"INDICATEO�ON MANDA70RY'CONOf110N.02 NOSE p5,-SHEET 5, 'I• f'.EXCEPT''IYAT LtA16MDld, Sr,.iT1ER'SP,hti 1t` (A 'L= AND MW)W;A:S:D. DESING,PRESSM:r_.CE B1AIING` FOR LVS1'ALLA11ONS INTO t MCRE16 OR:CONCF 0CX .. S'WJ.'8E liMtTfk AS'FOLl.Oi45' , 1'- CONNECTIONS 74 -KEYSTONES POUNTING LCSITED, TO. *b4 7Z P:a;t: AND � B'-0'.. SPAN, SEE ._UOUNTING' M@'0N •SHEET 7.1 ' .SEPARATION. TO. •GLASS. 'SCF EDUI.E. WIND ZONE.' MINIMUM ASTM E=199,6`, SEPARATION TO GLASS � TNRU 3 I" C HV BLADE FI,aRIOA Bi TILLIT TES TING'd&''ENGINEERiNG COMPANY. AmertCcnSMUHBiSy9tOlns SOtSiOtiC!Elr" lEits:, sa R+a..assi., sT r _:sas tiaalrA raSCO+i rsartri,stiea Ptisae i (A+s�7t-153O tfar ; C3C5�871-15]L ' .A.S' 4268_ Westr6ads` Drive e„nr.1: F7ltto0eaLcoT` Wost..Polrn 8ebeh,''.FL 33407. OR tiG, ;;4 li7 (I) L+: M4WUU ALLOWABLE, SPAN' FOR K GIVEN F05M A.SM DESIGN PRESSURE'. GATING.'' L MAX: ALLOWABLE''";SPAN FOR A;GIVEW:NEOATNE., A. :DESIGN FRE5,UR RATING ` (2}'PROGE(566E TO;OE.TERMO)E .AJiIIiUId sAN FOR WALL M0IJNRNCS (TOP/8'3, TTOM}G,^� fl�R/CEItJNC; GIVEN A PCSITiN A.,S:D;, DESIGN'PRESSURE. RATING 0c'iHRLENE MAXiMUN SPAN 'L+' Ff>,dkl SCIiEDUCE G1VEN'A NEGATPYE,JI,S,:D DESIGN' PRESSURE11AT1NG, DETFR1 tNE'k XWUlJ •SPAN "L­t FRdat SCHEDULE:. FIW,L 14A)OMUM ALLGWAELE'SPAN-IS'EOUAL-TO THE M:SL'�= DETM4lNEO SFAN DEiWE I,-L+'-`AND 1-'- (3),PROCE66R to: DETL'RMlhr:,MA.X;MUM SPAN -FOR COMBINATIONS IN 8_=N1M WALL;uQUNTINGS W/ acovCEiLNG� MDUivTNGS . FOR -A GTVEN POSITIVE.AS.G. DzSiGN -PRESSURE RAM%' pETERMiNe Li*:- MAX. SPAN FGR;.WALL MCUNTING'R1STA!LATiONS. Lz+- 09. SPM'FDR fi0OR/CEILING MOURN iNG' INSTALLATIONS. FOR :A GNEN NEGATNE.A,S.O, DM..GN PRESSURE RATNG; DETERMINE; L1-�'tAAX. SPAN FdR_WN1':REOUhTWG INSTALLATIONS: 12r.. MA) 5PAN,MR "R/CELMG'.MOUNTING iNSTA,dATIONS.. FINAL. 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IJ. 70. 63 5 4' - - - 85 k3 - - - _ - [t 8 a.S 4 JS '- _ 8 04 3 - - 13'.Sy2,S 6 '- - -. t3: 93 0.8 5: 14 ..- t05 a' :5 -4 '14 10.5 7• 5:5 4:5. - -. it 8:5 53 45 35 14. 14 1tS 7.5 :6, ,5 - - -. 12' io- ,e 45 4 t0 Ala ,4 3 123a5 - - - - 12, 9 1 6 4.5 4-- - 9.5 7 •a ,4 - 6' 13 94 1 8:5 5 105 7.5 :5 4' 14-..H. to- 75 1 - IDA 7 4:5 55 5 .- - 1115,5 5.5..45.: - - 6.5 :e- _ - X5 - - - 12' 8 8' 95 7 455 i5�.-U. 14 - - - __ - - - 35 10 0 - - - - - QS .e ..; 5: zT E__ '-- t - fyg 2.5 a - - - 10 6 7.55- - - - - - a.5 7..- AtacNmRs eaTietiiQ-F(lF3t0• 'iAPCON..CR '. IATtCON WRH'ADVANCED': . 'TNR.FORM TECHNOLOGY ALL -POINT'S SOLIO-SET O.UE'TAP )N/''CAP TAPPER!• ' t SCE WCUTIOtMoF UM, FOR a L 156 i ► �i 1, ANCHORS TO SUBSTRATE �SItALL'BE. AS FOLLO7ts: (a) To 00STI;NG FOUREB1caw .7-_ I /4 0 TAPCON CA TAPCON 'AIM LADYAtCEO THRE . 1/4 ors J/4,AS MRTSISOUO-;SET ANCHORS,'' = 1/4'C'9UJE fW`COkRET9 W4CHORS'W/;C4P,'a 1/4-O'TAPM, 4: ANCHORS AS. 6LtNUFACTUr^.ED' BY T'c•. r- 3 w t'c a 3 list) Inc. NOTES: I . !LI)°NtNIMif..t E6IREINi..NT INTO POURED CONCRETE i OF TA900N On TAPCON' WdiH.AObANCEO T(IREAO,-ORN TECHNOLOGY �ANL4ORS AND TAPPEFtt; A"TCNORS IS.-1 7/f, ":11`OR BLUt- TA.P W(,C'AP tH(( iS IS t 7/2` ' A:2)"UNI4UM iDAS lUM OF.T%4'a , 3/4`.ALL PoaNrs,saaD-sET..u.ct;ai6 swirl SE:7/s 7YSOJHIt POURM oatGREM. ND..ExiSMUENT: DIM STUCCO SHALL BE PERMIT rTED 1/4!'0-20-S$,, µ!CHINE SGPx,Y.0�0;:3tN2L BE t i/2" IANO,IUM)lUM SNO,ULO(STUCCO'E10ST. 'WNI0 1. Mifilu � F'CR .wAILS'YATH`.NO STUcco. ' A-3) IN CASE THAT. PRECAST•STONE„PRECAST COWRETE PARELS, PAVERS OR hNY•YEMEER,BE Fl7Nii'ONt THE � MISTCIG'WALL 8R FLOOR:' , ANCHORS:aW1_.BE LONG MUCH WRMH THE WAIN STRUCTURE BEHIND SAID 1YALL flNrwmi AYCHDRAOE.SNALL Be: AS-C.DICATPA-Qx NOTES At) & A2) ABOVE; FOR tNSTALtAT1O'IS.ONIMN11- SCINO OR. En WtinWCA YNTHOtTr NETAI,.STUDS'CONSLm.T MS-'ENCNEEA FOW Nsrwl caati, INTO ars iYmT METFL-STUOS s- SHEET'.20. (B) TD-2sNNG cDNcrc•racq ASO) '0STINOCRNS' FORNTECHNOLOGT; AtvtlORS. AS`'M{FA VTUREOSORSOISTRIiTUTED'BY.AiI:;POD+'T'S SCR.R7,'BOLT;&UEONCRECHOAP;AS NitittFKTUR�A IiY-FLOTt16A FASTENERS DIRECT dNC. - 1/4'0 TAPPER+ ATCHINIS AS N�tNVr7.^.TUR® DY PO4YER5 FASTE4>aiS, tNC.,-ANO'OaSTR16lIfED BY All POINTS SCREVt B."LT !&-SPECWLT/ ,COMPl:TY, oR ATT aitIER:AePR6"YEiD L7C£rt5 OR AUTNO,-s17i0 Yf2NDWi ij15tERE0, PATH T1E AMER,IfA,N. str-usiETt`srsTl:laS',?,SsoaATwH. INC. ,NOTES: :. .. $,1)_LdL411/UM:FNB£OAtaTT L"TTD CONCRETE,E:OOc OF' TAPCON. BLUE -'AP =AYCNDRS AM10-TA?PFR,{• ANCHORS 1S 1 i/e kit, T6000ti- Wn'AU M'CM, THREMFORU...TECHNOLOGY-ANCHORS IS 1'. . 62);'kT;vTMt:M, falBED6/ENT OE` ]/,4`0 z 3/4'' •ALL POLVTS •SOUR -SET ANCHORS, SHALL ENTIR'!c .Y;6'R 7CED-INTO,.THE':CONCRETE BLOCK. W :. MEMME T'INTO-STUCCO SHALL BE:PEra2ITTED i/4� 0-2D s.s:-tapeHDi� -T ,usEa•sRul.:BE."A I& LONG.s=+,afura-s srulnssTllccD E)aST..ANO i`; N1N0tUM'FOR"WALLS, 1NTFi ND SI7JCtA. - .. - s;s).tuckS� ;rarPREc�sT-sr6hE. PREcasr`; caucRE'TE P:wELs: PAveRs. cR nir'vEN�T e�'ioUiTo�av Tirt'eftissi]iG-i�Ls: c:3;rLoa�. MCHCRS'SN3LG BE LONG'ENOUCH TO;R`ACH THE-.WJX,STRL'CTURZ'BEI!NO,SND4VA FAISKS.2ACHORME:SHALL`SE-AS'INOIOA1E-0 ON NOTES 8:1).&:8:2) A`^VE. FOR'1tiSTAl1ATtCNS'CN'YJIYi'SIOU42 OR On WITH.On VATHOTFT btr'Tltl_STUOS%CONSULTTHS ENG;NEEA,, FORT INSTALLATION WTO'EiES.:14T1H METAL: STUOS.'SEE>Scr ET `2O, (C): ANCHORS.SHALL'&E'INST±LLEO.FOLIAYANO. ALL, OF THE RECOMMENDATIONS -AND SPECIFICATIONS OF THE.-A4cHoR1s.MANu;wrrU.RER: `(0 -: SE=.Sci15nULE�9EJ1W FCR'tz� CSTANCE'(E0:).VERSUS-.SRACtNOBELATIONStiIP-FOR /A'CF4.OR5:.. ..FOGS.- 0151AN .. '.V RS t ! A rl H O 1 FOR •AN NOR<• . AMMRIMUN.ANCHOR' SPAVNcs ARE"VATn £OR', MOE GISTAKC ,ItIoiavw 86N F6!4"r v LmS TviSTHE ,I.NDICAmO I3Emix Anctm. SPA6W: 3A:MUL Pt N'C. SPALYNC S1(OYRi;O71 S..HM(n.E Or THE F'OUI.O'M40:FACTORS. 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JO 3GI5 SS303Y 8Of83lN1-UO,80lU3LV,!jV 030M0NI. 3E SkVAI;7,1. issnA (hn.v4l,'mFl "%)Nb) §) UT 3Sp. `q3m.Q avo .38V ��XoUn AFj &/M NO tB NY 84uf1'H'S-XYM i: US-j 94 — !91+"-ONtmd :unssmd SnVAh (IM IV1311 01 NOLlnlVZNl TGISXS' �PIMHS N01041030V � 3QVIS - AH, OM8 NO� 400, GNV SNQLLXUAFl -lVdJWO a 1�t AII k-'- -T- sh WADING'S FFAK ROWE HUG" WIND PRESSURE FOR 0&�.-,,MM-dt-aADQ1h6G MS.F-) FOR ASCE 7-10 - ffAK ROOF ffMT LESS MA TO 60 BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF HEIGHT L** LESS THAN 7'--9" Ls* GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-J" L*� GREATER OR EQUAL THAN 1Z'�3" (h) POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE 0' - 15, 76.4 102,4 73.0 95.5 68.5 86:4 > 15'-20' 80.4 107.6 76,8 100.4 72.0 90,8 > 20'-25' 83.6 111.9 79,8 10444 74.8 94.4 > 25'-30' 86.2 115.5 82.4 1 O Z 7 77.3 97, 4 > JO'-40' 90.7 121.4 85,6 1 113 81.2 102.4 > 40'-50' 94.3 126.2 90.0 1 1 Z7 84.4 196,5 9Z3 130.3 92.9 121.5 8Z2 109.9 11 • i bMur GMT -ER WAN 60- BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF HEIGHT L** LESS THAN 12-3" 1- GREATER OR EQUAL THAN 12'-3" (h) POSITIVE NEGATIVE POSITIVE NEGATIVE > 60' - 70' 91,5 1677 84,3 148.4 > 70' - 80' 93.6 171,E 86.2 151.9 > BO' - 90' 95.6 175.2 88.0 155.0 > 90' - 100' 97,3 178.4 89.7 15Z9 > 100' - 120' 100.5 184,2 92.5 163.0 - > 120' - 140' 103.2 189,2 95.1 157.4 - 60 193,E 9Z3 171,3 > 160' - 180' 107,8 1976 .3 174.9 10111 178.1 > 200' - 250' 114.1 209.2 105.2 185.1 > 250' - 300' 117.8 215,0 10815 19111 > J00' - J50' 121.0 221.9 111.5 196.3 > J50' - 400' 123.9 22Z 1 1 14. 1 200.9 > 400' - 450' 126,4 231.8 116.5 205.1 > 450' - 500' 128.8 236. 1 118.6 208.9 1,) THIS CEEoRTIF1ED SIGNED AND SEALED WIND PRESSURE CHART PREPARED 8Y THIS ENGINEER, BASED ON ASCE 7-10, CHAPTER 30 STANDARD, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORW77ON FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND PRESSURE CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND PRESSURE CHART. WIND PRESSURES ARE STRENGTH DESIGN PRESSURES AND NOT A.S.O. PRESSURES. 4.) THIS WIND PRESSURE CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5.) DESIGN WIND PRESSURES SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND PRESSURE CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET,, OPENING SCHEDULE/TAKE OFF SHEET: ETC.). 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 MAMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL PE pF `F� i 0 rj\Al This is Not A Faster Drawing. Valid Only For One Time Permit r /117 2010 FLORIDA BUILDING CODE - BROWARD & PALM 1 EFE C 0 etic. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. J61h. S7., Me. JOS, ORG1N7A GARDENS, F7. 3376E Phone : (305)871-15JO . Fox : (305)871-15JI EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. ,/ 44167 ASCE 7-10 / WIND PRESSURE CHART AS SHOWN STORM PANELS, ACCORDION & 84HAMA SHUTTERS *** SCALE RISK CAT. lI BLOGS 11124111 WIND PRESSURE CHART DATE BASIC WIND SPEED = 170 mph 11 - 172 EXPOSURE D, Kd = 0.85 DRAWING No Z 1 :Z I SHEET 1 OF 1