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HomeMy WebLinkAboutSUBMITTED PAPERSPLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue SC Fort Pierce, FL 34982 By 772-462-1553 St. Lucie Courlfy APPLICATION FOR STORM SHUTTER PERMIT �� �� DATE: Cp I �1 PERMIT NUMBER: C 1. LOCATION/SITE ADDRESS: L4 OZ % 1 Cl G� ✓� c� C.}, -_ pt e rGL q S" 2. PARCEL ID NUMBER: — 503 — Z _ coo — N SECT I y I TAT 13 5 I RNG �3� I MAP I �� J LNG I �� ^ I LU Ioft] INIT 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SIR X 5. OWNER INFORMATION.` S L""�o 4 Name: i o r b Address: 9 Ll 02 u ayl a C� City: F}. e\\CrC.1__ C.L State: iz� Zip:3A4 'S) Phone: 51,\- S_73-9_M3;I MljSi/*LL.r4-T'topi c)F, ADDITION OTHER 6. CONTRACTOR INFORMATION FL Reg/Cert #: County Cert #: 'R L13 C� L� r_ Business Name: —V73.V- f . 1�urriCLl+x S �l ,itnc Phone number: 2— -7 � 't Type of Surface attachment: Wood Frame Concrete —7c Masonry . Other Product Type Maximum Opening Pressure per A.S.C.E.4 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Anal sis 20 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels Accordion Roll U Colonials they ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ONBBAAC r 7. VALUE OF CONSTRUCTION: •$"�O I fL.�' FEES DUE: u v'' OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT NAME OF OWNER OR CONTRACTOR/ UALIFIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE rTHIS DAY0F%dLU�-20BY O HAS PRODUCED �'J `�' AS IDENTIFICAT16N', �1 -- -0 ATUO OF OWNER OR CONTRACTOR/QUALIFIER `a W1 a ►_ 1 SI E OF NO ARY TYPE OR PRINT NAME OF TITLE: NOTARY PUBLIC COMMISSION NUMBER _ SLCPDSD Revised 96/17/2010 Ila•>+1N MHANE MMwrSSION # DO 852581 Ex-NRCS: March 22 2013 Bondac+hrG:antaryPu6lioUnderwriters Y KNOWN TO ME JOSEPH E SMITH CLE F THE CIRCUIT COURT AFTER RECORDING-RFCURN TO: SAINT LUCIE COUNTY C = FILE It 3609-577 06/21/2011 at 02 33 PM OR BOOK 3302 PAGE 827 - 827 Doc Type: NC RECORDING: $10.00 � I PERMIT NUMBER: NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 13 3 � - SL - 0 0 Z Z - b 0 0 - 3 S IVISION BLOgK TRACT LOT v Q BLDG UNIT Q 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION: a. Name 1,-%`o n a A 0 b. Address q 0 Z Ctel d. Name and address of fee simple titleholder (if other than owner) c•- 4. CONTRACTOR'S NAME, ADDRESS AND' P.�IONE NUMBER:y -r 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER -AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: in property 1� b �� " 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) , 20 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT W1TH YOUR of Owner or I Print Owner's Authorized Officer/Director/Partner/Manager d'oJ1(5 - Signatory's Title/Offrce State of Florida County of !� I C /- 1 p y I The foregoing instrument was acknowledged before me this day of L 201. as QUOr)Q( (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For 1�) C 0 - M nin 6 ... / (Name of party on be alf of whom instrument was executed) Perso ly own ` or produced the following type of ID: o1�av rr,�� JOAN E. THAYER * * MY COMMISSION I DO 948068 (Printed Name of Notary Public) i nature of Nota ublic) ( Seal) �� EXPIRES: December 21, 2013 �TFoF 7,,dsO Bonded Thru Budget Notary Services Under penalties of perjury, I declare that have rea the foregoing and that the fa in it are true to the best of my knowledge and belief (section 92.525, Florida Statutes). Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager who signed gbove: �2 PNd6 By: /,/,0 By Rev. 08/30/200 Recording) Property Appraiser - St.Lucie County, FL rage i or i f PROPERTY RECORD CARD Santo Mondello Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 9402 POINCIANA CT ParcellD: 1334-503-0022-000-3��1)CIE00G2� Sec/TownlRange: 34 :34S :39E Account #: 130967 Map ID: 13/34N Land Use: SF Res m,* Zoning: PUD _ City/Cnty: St Lucie County 1. Ownership and Mailing Owner: Santo Mondello Dorothy Mondello Address: 9402 Poinciana Ct Fort Pierce FL 34951-2946 Legal Description MEADOWOOD UNIT ONE LOT 20 (.26 AC)(OR 3217-2379) Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 134900 Land Value: 34500 Acres: 0.02 7/23/2010 150000 0001 WD 3217 / 2379 Assessed: 134900 Building Value: 100400 9/30/2008 205000 00 WD 3023 / 2026 Ag.Credit: 0 Finished Area: 1729 SgFt 6/6/2005 01 WD 2278 / 2263 Exempt: 7/21/1989 178900 01 WD 0707 / 2738 Taxable: Taxes: 2803.8 BUILDING INFORMATION gev B, ram,: ,2 Exterior Features View: - RoofCover: CT - Conc Tile RoofStruct: HP - Hip ExtType: HB - HB YearBlt: 1990 Frame: Grade: B - B EffYrBlt: 1990 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth DWC - Driv-Concret Y 1 720 AV AV 1991 1 0100-SF Res GOLF -Site 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/prc.asp?prclid=133450300220003 6/29/2011 m D.V.T. Hurricane Shutters, Inc. �Q ��bZ to\Y1GLQ¢�Ul , � r �e ru- 3 a S l 11 �w 1.380 Old Dixie HWY. SW Vero Beach Fl 32962 Vero Beach: (772) 794-1581 Fort Pierce: (772) 489-4630 Fax: (772) 794-1590 Specializing in Hurricane Shutters r . Mondello Residence 9402 Poinciana Ct. Fort Pierce, F134951 OPENING WIDTH HEIGHT # 1 53" 69" # 2 59.5" 78" # 3 92" 105" LL # 4 59.5" 78" # 5 23.75" 78" # 6 82.25" 78" # 7 43.25" 45" # 8 59.5" 78" # 9 144" 112" # 10 131" 112" # 11 140.75" 112" # 12 59.5" 78" # 13 36.75" 38" q! Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Revision Approved 0 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. co m Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ,, Evaluation Report -Hardcopy Received Walter A. Tillit, JR. PE-44167 National Accreditation and Management Institute 12/31/2013 John Henry Kampmann Jr. .J Validation Checklist - Hardcopy Received Standard Year ASTM E-1886 2005 ASTM E-1996 2005 TAS 201, 202, 203 1994 http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvIL5Kl5SWld6yV61wml%2fh7mVGxdtPTnWaUvnrkOCg90g%3d%3d Page 1 of 2 Florida Building Code Online I� � Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/03/2010 Date Validated 11/03/2010 Date Pending FBC Approval 11/11/2010 Date Approved 12/07/2010 Summary of Products 6/27/11 9:01 AM FL # Model, Number or Name Description Bertha HV Accordion Shutter - Extruded aluminum blades folded together thru knuckles and Combo (Non-HVHZ) Drwg # 08-152 retained by tracks to provide hurricane protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL11354 R2 II Drawino No. 08-152.odf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level "D". Max. span is 16'-0" and 14'- FL11354 R2 AE Dwo No. 08-152 Product Evaluation Reoort.odf 9" for -30.0 p.s.f depending on centermates and locking rod configuration for the HVi Blade. 18'-0" for -30.0 p.s.f for HV2 Created by Independent Third Party: Yes Blade and 8'-0" for 110 p.s.f for HV1 and HV1A working in unison. See sheets 12, 25 and 28 respectively of installation drawings for other spans and pressures. Maximun span for HVi Blade for installations into Metal Stud walls is 84", for maximum pressure rating of +75.0, -75.0 p.s.f. rack Poext Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: ® ® tClst 2 sucuiih'91 I:TIt1CS VerlSlgn Trusted VERIFY* http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvILSK15SWid6yV61wml%2fh7mVGxdtFrnWaUvnrkOCg9Og%3d%3d Page 2 of 2 A- I^CAICDAI 1. KRIM H.V ACCORDION SHUTTER - SYSTky SHOWN OM THiS Ptt000CT EVALUATION P C R61 SHURER SYSTEM SHALL NOT BE INSTALLED AT HHRi UMEFIT (P.EA.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WiTH THE - -;> &#013 11 M SPEED AS REQUIRW BY THE JURISOiC INS VET.00iTY HURRICANE ZDNE3. DESIGN WIND L 1 UR COMPONENTS D ANCHORS ON THS P$D.. SERE SNUttER WILL BE INSTALLED, AND FOR A DIRECII OAD� SMALL C DETERMINED AS DURATION FACTOR CO . 1.NS0 WAS USED FOR VERIFICAiTE9TE0, WERE NOT OVER STRESSED, A 3J X IN ONAIM FACTOR Kd-0.85, IN ACC PER SECTION 1609 OF THE ABOVE MENi'lONED CODE FOR A BERTHA ACCOR010N SHUTTfA SYSTENIt'S TION OF FASTENERS IN WOOD, CREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS WfTF1 ASCE 7-05 STMJDARD. IN ORDER TO VERIFY ADEQUACY FOR MIND AND LARGE MISSILE IMPACT LOAD 115Ep IN THEIR ANALYSIS. HOWEVER, A WIND -HV BLADE ®10214.01-03. 10715.01-0 BEQI Vt"1tI"ED IN ACCOiMANCE WITH SECTION f W9.1.2 OF THE A80VE MENTIONED CODE AS PER ATL O. WIND ZONES 1, 2, 3 k 4 J' 11004.01-05. 11214.01-05 AWO 0.1i7.02-06 AS PER TAS 20f TAS 202 AND TAS 20J PROTOCOLS AND -HV WINDOW BLADE ASTV E-1886 ANa E-1996 STANDARDS (MISSILE LEVEL �%050a.01-Od A9 PER TAS 201, fAS 202 AlIJO TAS 203 PROTOCOLS AND ASTtrI E-t86e AND -NY BLADE m 10422.01-05 AS PER TAS 201, TAS 2D2 AND TAS 203 PROTOCOLS, E-1998 (MISSILE LEVEL D. WIND ZONES 1, 2. 3 dt 4). 2. FW BLADE m AND FN MADE m ARE ENmEERED r0 MrDRK MU''T BE CLEARLY IDEHAFlED IN ACCORDANCE WITH SECTION 0, IN UNION WiIH EACH OTHER W AIiEAIq WHERE THE DESIGN PRESSURES TRANSITION FROM THIS SMALL INCLUDE REQUIREf,ENTS FOR MIN. SEPARATION TO GLASS EITHER 7-� STANDARD. ALL Iy011Ni1NG CONDITIONS AND FASTENER TYPES 9CHED ENT) ZONE 3 TO INTERIOR ZONE 4< EACH WIND ZONE EITHER WIND ZONE SHALL TI ►REPAIRED AFO CERTIFIED BY A FLORIDA OEiJa1NTAT10N OF WIND ZONES 4 AND 3 AS UIFS MUST 9E APPLIED to T11E cORRESPONaNG WIND TONE. BULDINO OFf1CIAt AT THE TIME PERMIT Rt APPLIED FOR. REpSTEREO ENCIlIEER OR ARCHITECT WfLt AS WW01iY OF COMPONENTS FOR HV HV BLADE W AND• HV WINDOW ItADE ARE, BilSia ON BULpNC CONFIGURATiWr ANO A$Cg 7_eUO 1 ac_ Z ACCORDION SHUITERI SYSTEMS FOR ® E ENGINEERED TO WORK IN UNISON WITH AIYDAitO, AJNp SHALL BE SUBMITTED Tp INC 3. BERTHA H.V. EAg4 OTHER LINGER THE CENQ+AL LIMRATIOFIS ANO CONDITIONS OF USE INDiCATEO ON SHEET 2S. ACCORDION PINS ((HV SCREWSI USED AT BLADES KNUCKLE ANO FOR D STAINLESS STEEL SCREWS WITH 13S•0 kd S T MASA P STRENGTH.TPINS SI COALL BE COATEDTO TRACKS if 14X2.75 MID / 14Xf.78 RESPECTIVELY. APPLICATORS, REGISTERED MATMM AM5.0 kd TRACKS SWeU. Be 4. ALL ALUMINUM EXTRUSIONS SHALL Be ALUMINUM ASSOCIAITON MUST BEAR THE HV MARKING ON THEIR HEAD. FfV DACROSFIIELD COATS1p MANUAC AED BY APPROI SERIES SYSTEM AS MAMIFAQTtIRED BY APPROVED COATING 6003-T3 ALLOY. ALL AND TEMPER AS INDICATED ON SHEETS 2 AND J. MINIMUM HELD STRENGTH FOR 6O63-TB ALLOY IS J1.7 kd AND JS,7 k&N FOR 3. ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 AI$1 SERIES OR CORROSION RESISTANT COATED CARBON STEEK. AS PER DIN 3001r, WITH 50 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS 5 ;W MIN- YIELD STRENGTH AFq 90 lui MIN. TENSILE STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: NV BUDS E : 1 STAINLESS AND i Km1f 33 kal MINIMUM YIELD STRENGTH, IN MADE (Z : 20. NV BLADE m it Q) WORKING IN UNISOM 13. 14 k 18 Ni THIS BERTHA H.V. ACCOR" SHUTTER SYSTEM BEARS A U.S. PATENT /6'770,56Z COMPONENTS OF THIS APPROVAL METAL SUPPLY, WC. ARE COVERED. IN WHOLE OR IN PART BY U.S. PATENT /S'458,179 ISSUED TO EASTERN 9. R SItALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE ALL SHUTTER COMPONENT EDGES WHICH RUM. THRII F STRUCTURE WHERE SWMER IS TO BE ATTACHED TO INSURE PROPER ANCHORACF 10. EACH UNIT MUST BEM PERMANENT, FASTENING IN CONTINUOUS CONTACT WITH THE BUILOING To PREVENT LABEL N A LOCKS. PLACE WITH WARNING NOTiL DURING PERIODS OF HURRICMI WINGS WINO/ONIENNTR CONTRACTOR TO SEAL/CAULK CENTERAIATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. 11. SHUTTER MANUFACTURER'S LABEL OWNER. TEST, OR OTHERS. MUST PROPERLY CLOSE ALL HV AND HD PLACED FOR EVERY ALL BE LOCATED ON A REAdLY VISIBLE LOCATION AT ACC OPENING. LABELING TO COMPLY WITH SECTION 1714,e.2 OF 1>'IE FLOR=" g % %;Wl �3"UTTER iN ACCORam CE m.WITH SECTION 1714.6.J 4F FLORIDA BUILDING COOS, ONE LABEL SHALL BE L RTHA H.V. ACCORDION SHUTTER SYSTEM'$ INSTALLATIM i IS APPLIED TO. SfEL COMPLY WiTH VMS INDMCATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AM DOES NOT PROVIDE INFORMAnON FOR A SITE SPECIFIC PROJECT; Le. WHERE iFE SITE CONOIT1oN5 i TRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCFIA$E ANO INSTALLAi1pN INCLUDING i NS DETAILED ON THIS DOCUMENT. CONSTRUCTION LIFE SAFETY OF THIS PRODUCT,; DEVOTE FROM THE P.E.O. SAFE71' AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 13ASFD ON THIS P,E.O.. PROVIDED .HE/SHE ODES NOT DEVIATE FROM THE P.E.D. WILL BE CONSIDERED INVALID IF ALTERED 8Y ANY MEANS. 5PECIFTC PROJECTS SHALL BE PREpARgp gY A _RESPONrBLE FOR THE PROPER USE OF THE P.E.D. E NGIEER OF FLCWJDA RRECORD. AC►ED �,SA�DELIEENWHIGINC R WILL BECOME THE ENGINEER 0 T► P ED: ENpNEER OF RECORD (EO.R.) FOR 7HESftALLSUBMITTOTHISLATTER TI+f SI P F1C O WILLGS FOR P.E D. SHALL BEAR THE DATE ANO ORIGINAL SEAL AND SIGNATURE OF THE PROFESSX*M ENGINEER OF RECORD TENT PREPARED Tr. SCANNED BY St. Lude County .- P.E. SEAL/SiGN A E/0ATE ZIL EC 0'' TILUT TESTING dt ENGINEERING COMPANY IS kW. 3ftk SL. $to. Jos. vmw1A aAR<1[NS, Pl.o,y �hW 33184 (30S)871-1 &W . Pox : (JOs)971-1531 e-moN: WOC6900I.Cam EB-0006712 WALTER A. TRUT ,tr. P.E. FLOHIOA U0. / 44157 GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEEP 2 SYSTEM COMPONENTS 21-17 SHEe J TYPICAL SHUTTER ASSEMBLY 38-43 AREA 2: HU AI E Gil W u.. WINDOW SHEET 4 BLADE dl IMERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. SHEET 3 INSTALLATION DETAILS A-E COMMgTE/9LOC9 SHEET 5 INSTALATION DETAILS F-L CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET A CENTERMATE ALTERNATING DETAILS HV SHEET 9 CENTERMATE DETAILS HD SHEET f0 END CONNECTION DETAILS 1-8 CONCRETE/$LOCK MAXIMUM SPAN TABLES SHEET It ANCHOR SCHEDULE- CONCRETE Q: BLOCII SHEET 12 SHEEi 13 ANCHOR SCHEDULE- CONCRETE" do BLOCK SHEET 1 ANCHOR SCHEDULE- CONCRETE At BLOCK( ANCHOR SCHEDULE-13 WOOD SHEET ANCHOR SCHEDULE- WOOD 15 SHEET 13 iNSTALLIT04 DETAILS MIT -R-WOOD SH�T M 17 SHEET INS INSTALITION DETAINS S-X-WOOO SHEET 19 ' END CONNECTION DETAILS 7-12, X _ SHEET 20 AREA 3e HV B enMi: Nrl1 n 11 u TYPICAL SHUTTER ELEVATION k NOTES ON LOCKS. SHEET 21 INSTALLATION DETAILS AA -CO SHEET 22 CENTEJRNATE oer;AILs HD SHEET 23 END CONNECTION OETAiLS 1-6, X SOM 24 MAXIMUM SPAN TABLES SHEET 25 ANCHOR SCHEDULE CONCRETE SHEET 26 TYPICAL WINDOW BADE do WINDOW DETAIL SHEET 27 rMM SHUTTER ELEVATION SHEET 28 F.B.C.(Yon High Velocity Hurricane Zone) 20Oa EASTERN METAL SUPPLY, INC. AwSxSNA, American Shutter. Systems $Y. Association. Ina. 4268 West Rood& Drive M[ Wea( Palm Beach, FX JJ407 f Phone; (800)432-2204 . Fa:: (581)209-8380 p BERTHA HV TM Accordion Shutter System oa-714 07/23/46CAi9: 07/25/08 ORAWING 08-" 152 SHEET f At A. / C' . ►ow 0"w auoc 4.as COVERED UNDER US PATENT # 5458179 HV WIND B eriFs *SEE LIMITATIONS OF USE OF BLADE (9 ON- SHEET 28 6063—T6 ALLOY AND TEMPER ©HV ADJ. FLOORTRACK OUALIFIED FO USE W/ HV OWE 1) dt 20 6063—T6 ALLOY AND TEMPER TIED FOR USE W/ HV BLADE •1 ONLY, SEE SECTIONS. FOR VALI01 6063—TG ALLOY AND TEMPER X Y t 1' 1' 0.002- 1 2' .062- 2' .062- 2' 3' 0.062' 2' 4' .062' 2' s• oa24 SIDE- AN •� �s QUALIFIED FOR USE W/ HV BLADE 10 do 20 6063—T6 ALLOY AND TEMPER v • �,�♦ e. 1 02 COVERED UNDER U� S PATENT 6005—T5 ALLOY AND T UPER 8179 3. 0' 1500, .oas• • •i AME B"Ue QUALIT"I FOR USE W/ I V BLADE 0 d1- 20 6003—T6 ALLOY AND TEMPER VARIES R USE W/ HV BLADE I ONLY —T6 ALLOTT AND TEMPER'"' 17 8.0. WALL ANGLE QUALIFIED FO1 USE w/ HVSLADE 6 ALLOY AND TEMPER J . •,�T6i , JEP 'A,ri••a•,.•. SF.�N��}R€/DATE E • ♦ 4' • 4 9 • 3OHY UNIVE'facA1 QUALIFIED FOR USE W/ HV BLADE O & Q 6005-175 ALLOY- ANO TEMPER n Q .1EILING A H D R/cu QUALIFIED FOR USE W/ HV BLADE 1D SEE SECTIONS FOR VAUOITY. 6063—T6 ALLOY AND TEMPER , 0.192' 8.0. WALL- ANGI 1- QUALIFIED FOR USE W/ W 13LADE 6063—T6 ALLOY AND TEMPER L E c o ,NC. TILLIT TESTING do ENGINEERING COMPANY tau S1., sl.. 305, 5aeeeiA aARDM flCMM, Pharr (305)871-1330 . Fat•; JJ/�a .-mat ca.COsoal. T30s)671 -1 s31 EB-00007If WALTER A. 1XUT J►. P.E. FLGaOA lie. / 44167 �4�. ► �C�rTi�kib ►Ugly QUALIFIED FOR USE W/ HV BLADE Q1 do (� 6063—T6 ALLO ANO EMPER .9 ( Hy TRENCH IBACK QUALIFIED FOR USE W/ HV BLADE p ONLY. 6063—TO ALLOY AND TEMPER _VARIES 1.93a' E O4 HD WALL HEADER fI 1 QUALIFIED FO,� USE W/ HV BLADE (D ONLY. 6063—T6 ALLOY AND rEUPER (1 A) N l�� QUALIFIED FOIE- USE W/ Hy BLADE ONLY. 6063— T6 ALLOY AND TEMPER _ F.B:C AwSwS.A, American Shutter Systems AssoClation, Inc. I 4268 West Roads Drive : .vest Pclrn Bloch, FL 33407 3 Phone: (800)432-2204 . Fox: (581)209-8.i80 4 ©o ,ado �oro�",,rl1�.- QUALIFIED OR USE W/ HV BLADE Uf do 6063—T8 ALLOY ALTN O TEMPER 10 HV RAINGUARD QUALIFIED FOR USE W/ HV .6063—TO ALLOY AND TEMPER V • 2" 0.125' 3' 0.090' .(Mori High Velocity Hurricane Zone) ® 200a EASTERN MELIL SUPPLY, INC. BERTHA HV TU Accordion Shutter System ola os .su o7/ts/oe oAm 07/25/08 DRAWING No 08-152_ :- 3 21 ,► g w.Il1 QUALIFIED FOR USE W/ w BLADE fO do (am' ONLY 606E-T6 ALLAY AND TEMPER r I 4 PLAN FRONT ELEVATION LOCKER F'OR "T" 1 ", r�ryT�-n•..-- QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063-TS ALLOY AND TEMPER 3 OUALIFIFt) FOR USE W/ HV BLADE 1) , � 2 6063-TS ALLOY AND TEMPER VARIES. 12• MIN. 1/40 0-20 11 oA 3/6'.-16 AA:ETAL TH1Af8sc� - (sE[ oETA,Ls) QUALIFIED FOR USE W/ HV BLADE QI do Q 6063-TS ALLAY Alen Truoro QUA fED FORLQA USE W/�TEUPE ONLY 6063-T6 ALLOY m ED FOR USE W/ HV BLAOI 6063-TB ALLOY AND TEMPER ONLY fly 1 I I QUALIFIED FOR USE W/ HV BLADE 1 ONLY L 7 m 6063-T6 ALLOY AND TEMPER HV FEMALE TO . _. _• QUALIFIED FOR USE W/ HMADE N1 6063-T6 ALLOY AND TEMPERR'' vvoJ-Itr ALLOT AND TEMPER 11 a7s•� 318"0-16 ACFTeI THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE (D& P.E. SEAL•r,I=N F/r)X A ta. -- l/ ' !/44-20 CAW s.s.rt.s, iHRTAOtt1 PA� (2 M.) aww _ m . g 97s�- .3Ia� . 6R1S3 CnJWM J�fY) (clslolrE 71' QUALIFIED FOR USE W/ HV BLADE 0 do ® ONLY. ® HV "T" LO .K QUALIFIER? FOR USE W/HV BLADE Q ONLY, HO CENT QUALIFIED FOR USE W/�13LADEdo U6063-TO ALLOY AANER 1 /4•0 . 1 QUALIFIED FOR USE W/ HV BLADE 1 & Q zmmz\� TILLIT TESTING & ENCINEERfNQ COMPANY S6 ► ' 361A. St.. Ste. 303, VpCaM CARM, FLOWA 33I41 ^• (305)071-1530 . Fmt : (305)671-1s31 •--moi: twtvco0o01.com ES -OW4719 -ALTER A. TILUT jr. P.E flORIDA Liz 1 44167 so 1/4•-20 TW;DEOI r-DE CAST J$aimA.ITEQ M83 TTIM tAIM E PuAtm) QUALIFIED FOR USE W/ HV BLADE (D do ® ONLY. 2d0. O.D. WOLDEO To SCREW 6C• AFTER f?wEnN 1/40-20 x 3/4" BEFORE RIVETING .5.3. THUMBe^%n r w 114"—20 WNUTO *S"" 2444 AUIWNUM (2024-T3 ALLOY) LAwA nAmm TNN SHEET NUTSM PART / 06206 AS NA}WAMREO eY AVOEL, CHERRY TEXTONN, PAR&PPENY, NEW JERSEY 07OU OR EWAL NATIVE LOCK QUALIFIED FO USE W W - BLADE I ONLY. cYUNDER OR KEY CYUNCER b .345' -TMl4BTURN cnJNDER OR KEY CTUNDER 1.78• Man. BY RECENT HARDWARE WORM LOCKS SERIES 2333 HOOK oar LOCK. QUALIFIED FOR USE W/ HV GLADE( . Q do(2) F, B. C. Non High Velocity Hu"I'Cone Zone ® 2= EASTERN METAL SUPPLY. INC. .A.SaSmA. Amerlccn Shutter Sysfems A330cicffon, Inc. 4268 W.st Roods Driv: We.t PCIM Beach, FL 33407 Phone: (800)432-2204 . Fox: (361)209-8J80 � BERTHA HVTM Accordion Shutter System 1 1 I DAD 03-344 I"/t MI DATE- 07/25/08 1 DRAWING No 08-152 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCOREIIUN SYSTEM W/ HV J OR HV ® BLADE- (2) HV PIN ® MAY Be USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ2 BLADE WHEN CORRESPONDING TO INSTALLATIONS 'CC' ANC 'DO', SHEET'22. (3) HV PIN ® OR ® W/ 1/2' O.D. 1/16' THCK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION pER DETAIL X. SHEETS I do 24, P.E. SEAL/SiGWURE/DATE EXTERIOR or (SEE NOTE FOR REQUIREMENTS) u - - SHUTTER AS FMBLY SCALE, 3/8' 00.324' .048� 0 TYP. Q Val so 0 ;JNkTef3MlJ3kfffl .7-'LUE� Q INC. TILUT TESTING & ENGINEERING COMPANY t! N.W. sea. It" 510. 304 w1c•w C&qDM RONd1 3J100 P► ww 04*071-1 S30 . Vu : (306)a71— I W I •-maif: llt6co60af.eo.n EA-0006719 WALTER A. TUR Jr. p.f. FLOFuoA Ua / 44107 EXTERIOR 4f, 4© AT S KNUCKLE. OTE * FOR EMENTS) A5ffJ LY LAYOUT - N.T.S. F.B.C. Nan High Velocity Hurricane Zone) 102008 Eft -TERN MEr& Supmy, INC. BERTHA HV TM AnSmS.A. rAcco-rdion Shutter System Amerlcon Shutter Systems km til Oc3cwTm I FAft I DRAM En w.c.v rs Association, Inc. OLo 03-314 10712vool 04TV Or zs OS 4268 West Roads OrIve =1 1 ORAWINt! No Wsat Palm Bach, FL 33407 Phone. (800)432-2204 Fax: (561)209-8J80 4 08, 1 52 - SHEET e- w•u4 SEE ENO —1 CONNECTION OETAILS ON SHEET 11 TYP. FULL HEIGHT. N.T.S. eQ+�°"®•Da1®•s�5 74, P.E. SEA%IG E/DATE 0 WE OF CORNER CENTERAMATE * NOTES ON HV LOCKS AND CEAITrRMATES! ONE HV LOCK ® or SWILL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR GVW 62 OF SHUTTER SPAN �R �SpANS UP TOELEVArON. HV or IDS', AND FOR INSTAL TK)NS on T ANY CENTERMATES W/1,(2) It//4%-20 /MAY 2- LONG � USED AS AN EAp �S. M.S. LOCATION OF. LOCK SHW R OUTSIDE LOCK. ATTACHED TO E AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2• • IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURTTr PURPOSES. UP TO TWO HV LOCKS ' OR MAY BE USED AS ON'NOTIE((AN MOE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES �► LQCAr OF WOKS OR 0 SHALL BE AS(SHALL BE AS INOI ATEO) 0 �ICAL SHUTTER ELEVATKHV. 3. OPYKINAL f4t%Vr fVlU jti /VuAn nirW vn,ru-- BE USED IF 0 (RED TO ENHAN E SHUTTER PERFORMANCES LOCK( G REQUIRED RODS T� OR LAN ALTERNATIVE DEVICE sur UTTCANE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). AND �� ONE HV LOCK® ® S BE USED AT CORNER CENTERMATES FOR ANY SPAN AND WSTAIU►TIONS AT ELEVATION. FIV LOCK or HALL BE USED AS. AN OUTSIDE OR INSIDE LOCK, ATTACHED To CORNER CENTERMATE w/((2) 1/4 r=20 x 1/20 LONG FIAT HEAD S.S. w.s, TWO LOCKING RODS AT TOP d: 8Q OM SHALL BE USED, LOCJITION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ECEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED -AS PER SCHEDULES SHOWN ON SHEET 12. S. FMT ALTETAUTIr Trl UA&ftU'MnW wnLWur.A" ■. insuWA1T10NS AT ANY ELEVATION. AL�'ERNATg LOCK MAY BE USED AS ANAN*7NSIDE OPUK R OUTSIDE 5FANANU K ATTACHMENT OF UT' AS SHOWN' S.S. THUMBSCREW E a. ®CENTERMATES SHALT. BE MADE W/ 1/4•0-2Ox3/4• ALUM. LOCKS T /3 O ON SECTION N. SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPA! OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, *NOTES ON HV "T" LOCKS AND cNTCRuercc. OILI 1. ONE ALTERNATE HV 'T' LOCK MAY Be 1 IN LIEU OF HV LOCKS OR FOR ANY SPAN AND INSTALLATIO AT ANY ELEVATKN. AL TE LOCK Y Be USED AS AN INSIDE OR t0E LOCK. ATTACHMENT CO LOCK D INCLUDES USES AMU LOCO AS SHOyIN ON SECTION NW, SHEET 9. WHICH NUST BE CONNECTED TO CENTER7</ATES ®AllyO 1� �► 1•0-20 x 1 1/2' LONG S.ANNUT. LOCK 1S�j.�1THREADED BOLT W/ 7/e'9 x 3/32' MAXI M ABOVE AND BELOW iMIDSPAN. USE OF TWO•L061(MIC RODS @ TOP �fVD BOTOM IS IAMIY BE INSTALLED AOATORYPAN OR 12• Ho L 1 • ONE ALTERNATE HO • LOCK HV LOCKS OR FOR ANY SPAN AND NNSTALUITKINS AT ANY ELEVATION. ALTERNATE NO LOCK 18 MAY BE USED AS Of AS AN INSIDE OR OUTBID LOCK. ATTACI*Ip� Of HD LOCK ®Tn ®19 1// J /a! a3/a' F.H. S.9.M.S.. AND INC1,u0Es REINfORCEJ�tENT INSERT AS SHOWN ON SECTIONS HDO-IMT AND FibC-1ilAtr, SHEET 10. LOCK NAY BE INSTALLED AT MIDSPAN OR 12' M"MUM BELOW OR ABOVE MIDSPAN. USE OP LOCKING ROOS ®IS COMPLETELY OP?tOIVAL TILLIT TESTING & ENGINEERING COMPANY S! KW. 3W.. SL, U- 304 WRONM "COM /LOOA 33118 Phone t (30)671-1530 . Fca : (305)071-1531 4--40: bQ@c0e001.C&" ES-0006719 WALIER A. RUT Jr. P.G FLOMBA Ua. / 441e7 F.B.C. Non High Velocity Hurricane Zone L 0 2008 EASTERN METAL SUPPLY. WC. AnSwSwAx AmerIcan Shutter Sysfems Ei►. Assoctafion, Inc. 4268 West Roads Drive ! West Palm @each, FL .33407 ! Phone: (800)4.32-2204 . Fox: (381)209-8380 4 BERTHA HV TM Accordion Shutter System OLD 09-364 ATTE: 07 ORAWING No 08--152 SHEET. POURED - CONCRETE /2 �;. E. 0. 1 i Ipr. �A1YJIfjII •o MASS (W OW It FCR SLA a QDNO FxISTING i or r�It EXISTING CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) 257' Max. OR Q* ONCRIETIf ANCHORS SEE SCHEDULE ON SHEET 1 J) -MIN. SEPARATION To CLASS- CEE SCHEDULE ON SHEET 12 1 41-ZOx3/4• S.S. MACHINE SCREWS USING 1/40-20 NUTS O 12* o.c. •.237- Max. POURED COMCREM OR CONCRETE BLOCK REWIRW CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) • EXISTM ( MIN. SEPARATION To CLA= CLASi�^(SEE SCHEDULE ON SHEET 12) 1 4'4-200/4' S.S. MACORa SCREWS W/ 1/4`-20 NUTS O 12' O.C. 1' 13 on 15 237' _ f rMox. Ox a j , =— = :.jam--xaa0E� -I UK IEAWAf M ( 1 + I 6- �o� ON ow ' � 1 OR � r i MIN. SEPARATION To CLASS J MIN . SEPARATION TO CLASS 1 EXISTING i�—(SEE SCHEDULE ON SHEET 1: ll fa ` � i `(SE£ SCHEDULE ON SHEET 12) I CLASS _j euco m � EXISTING � � i OPTIONAL E. 0.• tl� OPTIONAL i i �) r1/4` Mox._--- 0. -1 1ga 14 ��r 3 OR 0. ` --- ONCRETE ANCHORS E EO PHILLIPS Tq HEAD (SEE SCHEDULE ON SHEET 13) 8 I. MACHINE SCREWS USING POURED CONCRETE I Z N(,TS O 12' O.C, OR CONCRETE BLOCK Min. WALL REQUIRED O � NCRETE AmcWRS POURED 1 1 (SEE SCNEOULE ON CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED "GTE FOR CQ9M MN o�S�r �E HV WALL SILL INSrAE�eTinM 1-- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLYMONTING SECTIONS CAN BE COMOINEG • (SEE OIS SPECIOFlCATIONS ON SHEET 14) IN AN r WAY TO SUrT ANY INSTALLAriON. O BLADE M AON S OF USE FOR 8 ON SHEET 26 _j t*% A- r/; i �� • "`C •• fir•- TILUT TESTING & ENGINEERING COMPANY • .►. _ N.W. .1OM *_ St•. X*' -G•M GMW[ M A"VA Ulam Phan• :_(303)a71-I330 . ranED : (30.7}a71-1SJ1 '_ �C• •�•�'LOIJ� - •-mad t>11KoO.d.corn HALTER nLUT1J. PE P.E. SEAL/SIGNATURE/DATE - nORXM Uc• 0 44167 j U141/4' Li�W Max. @ on Arl-N KzllZ.XA, CONCRETE ANCHORS 1/4'0-20xJ/4' S.S. PHILUPS (SEE SCHEDULE ON TRUSS HEAD MACHINE SCREft POURED CONCRETE SHEET 13) W/ 1/4'-20 NUTS O 12' O.C. OR CONCRETE BLOCK REQUIRED OHV WAI LSILL INSTA erinN INSTALLATION DETAILS W HV "GLADE F. B. C.(Non High Velocity Hurricane Tone) 02008 EASTERN METAL SUPPLY. INC. 7AnSaSnAin .BERTHA H11'�' Accordion Shutter. System American Shutter Systems �► N MWIN�rloN oArc oRAwrr ITT" Y.cV.-rD� Asocclafron, Inc. 1 OLD 09-304 07/25/N OATL- 07/23/Oa 426a West Roads Orlve 2 — West Palrrl %*ch. G, JJ407 DRAWING No Phan*: (800)432-2204 . Fax: (561)209-8J80 4 08-152 POURED CONCRETE REQUIRED i i i i i i EXISTING CUSS- 1 rl19FFMRa1pN ►o GUN (SM Sloam 94W 112 MRERAVD V oN s w 29 R1R &ADD m Are �y CON"ET1i ANCHORS (SEE SCHEDULE ON SHEEP 14) EDGE OF 9' WZ14 ApSLA13 If on go CLAW EXISTING sw CLASS _i J i � 8 , 0 /14x3/4" 14EX HEAD i TEK SCREWS O 9' O.C. i OR 1/4 s-20 S.S. M.S, i CONCRETE ANCHORS W/ NUT O 9' O.C. (SEE SCHEDULE ON ___--•.--41A ------ SHEET Is) N OR 1 71/1e" 1-7/B11C stAB IF 0 _ _ APPUCAB" .D OPTIONAL POURED CONCRETE REQUIRED inHY' RAIN "I cl GM . j 104 1 am*w 12 MR 8AXMae ,..m9ma EXISTING e1ADo0 1 kTERNATE ANCHOR LOCATION , ' 316 w ©• 7 ' ' 3/e ul EDGE OF APPLICA1 IF --QI OR ®� -010x3/4' HEX WASHER HEAD TEk SCREWS O 12' O.C. CONCRETIE ANCHORS (SEE SCHE'OULE ON SHEET 14) CONCRETE REQUIRED G p,• 0. EXISTING EDGE OF APPLWASU �/TOx3/4` HEX WASHER WAD TEK SCREWS O 12" O.C. /140/4' S.O.S. O9.0.0. CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULECH OR CONCRETE BLOCK SHEET is) REQUIRED VIANY.YAly FLOOR INS'rA 1 sT1nu V. IN2a ILL. erin>,I 1. NOTE FOR C06181R►WN OF -SECTIONS Ft�THIS INST/4LLATK>rl SHAL1, BE E• D. .EDGE DISTANCE RIVABLE WHEN PERrORMEO 1- SEE SHEET 4 FOR Tlt'K.r1 SHUTTER (S£ESPECIFICATIONS ON SHEET 14) JACENT TO AN OPERABLE EXITSEEUMI ATk)NS OfASSEM6IT ENTRANCE USE FOR 2- MOUNTING SECTIONS CAN BE COMBINED BLADE Q9 ON SHEET 25 N ANY WAY TO SUIT ANY INSTALLATION. fT: .rI • lt3. 4-:167• �' LrEC 0 INc. • TILUT TESTING do ENGINEERING COWPANY • L; . '. ~ �� • 63" N.M. J". SL. Ste. 305. WRe1M cw Phan• (3OS�71-fyJO . 331{A sor: (aoa7e> 1- sal � f:� • Y` •�moR: f:lttea�aol.00m �• � � � �•*•���•�. ` P.E. S WALTER A. TIUJT I J►. P E. F++DA L;�. 1 44167 i EXISTING i wn p pAWfiA= I Co" ..• /n (SEE . ON SHEET u y 1yy EDGE OF - SLAB IF APPUCABLE CONCRETE ANCHORS (SEE SCFIEpULE ON EXISTING SHEETSC, s) CLAS f"c � o ou�CN s u1» L i 1/4' Mox. V-4yj /14193/4' F.H. S.O.S. O 9' O.C. POURED CONCRETE EE NOTE 13(b) OR CONCRETE BLOCK ON SHEET 1 REQUIRED INSTALLATION DE AILS W/ HV BLADE F. lI C. (Non High Velocity Hurricane Zone [� 9 2000 EASTERN METAL SUPaLT; INC. - BERTHA t�v rM AxS.S.A►. Accordion Shutter System Arnerlcan Shuffer 5 stems N. N DISCm/TMN i OA1[ oruwn er: r.ay. rr. Assoclatlon, Inc. I o1D as,3.4 o7/28/06 aTE: 07/25/08 4268 Weat Roads Orlve 2 NISI Palm Beach, FL 33407 3 DRAWING No Phone: (800)432-2204 . Fox: (380209-8380 4 08-152 o u T N r Ewe � s I S l .A T o SON —�� W_„ l H V LOCXINO am 0. Hy Locks ®� 0 lIAT[ FN LOCK 0 ON SHEET S. o.f9910 • oe 8 LAD W H V E AT K OETAIL NYC IS VAUD FOR ALL S APPLICATION VIIN KAM0 F17 I' ©• 0 • ©°'©• Q • ®a SEE END W l_L CONNED IO EXISTWO cuss ZIAU ON SHEETS t 1 A 2'x2 x1/e MO'-2 (6003--TA ALLOY) ALUM. ®• ®°A ®• ©a� @ 3 1/4'— ANCLE W���((2)) 1/4't1 TAPCON ANCNbFI8 TO CONCRETE 1/2' PP g 1/2- 7 (ram/eoto Tut (4)/IOri/2' S.M.S. TO •T1JBt At EACH ANGLE. MP) ' 11ax3/4' S.M.S. 0 12' O.C. FULL LENGFIT.or T R YMMETRYC�j, "RMATES 5 MIN. SEPARATION To CUSS (SEES:TlN:j8jHEVULE e.............. I --- -- - ON SHCEET 12) MIN. SEPARATION TO CUSS (SEE SCHEOULE ON SHEET 12) L v C3',* (2) �-o (EXTERIOR) o-�'oa�` P.E. SEAL/ST(;NAf0E' /DATE yr. >t � 1' ------ _____ SYMMETRl�j Cy DKI� ENTERMATES _ HVE TILLIT TESTING k ENGINEERING COMPANY u """ jlfh. St. $IR 30% VIMINA GMMM RCMDA 331,59 P+a» : (303)671-1530 . Fa■ 1 (305)071-1331 9-mail: Ulfwafaaal.eanl Es-0014719 WAVER A. nLUT Jr. T.E. FL0faOiA UG. / 44167 Iff" Hiiii5wal...�14 "'Ir our ®. �I. - , @moon 0- (Dw(g)*@ 10 • ®o. . owe-9 � EXIST1Nc cuss ow • © a MIN. SEPARAT1011 ®` ®� • ®�o• ®� (SEE GLASS 5 @) 04 ®• (go, ON SHEET 12) a9 p ANCHORS 0 10' O.O. CONCRETE OR E BLOCK WALL 8 1 /2- MAX. SUCK •i F.B.C.Olon High Velocity Hurricane Zone m 2MI EASTERN METAL SUPPLY. INC. BERTHA wvTM AwSwSwA, A ccordion Shutter System American Shutter Systems cY. N RII'T10N OAT; ORAWN 9n M.C.V./LC Assoclatton, Ina, 1 OLa os-,u Gr/n/a ONTO 07/25/08 4268 West Roads Ortve : Weil Poem Beoch. FL 33407 s DRAWING Na Phone: (800)432-2204 . fax: (561)209-8J80 U 4 08--1 52 2'x2'x1/8'X'-2V (5063 TO ALLOY) ALUM. AMCLE AM 1/4'0' TAPCON iO CONCRETE CMP/BOTTOM) • (01100/2' S.". TO TUtIC-j AT EACH ANGLE (") N ' b� COSTING CLASS - -- / 7WML LACIC OF -TAIL HW, INDICATED ON SHEET a. °'� w ©� O w $ o. 1 0 • ®w NIV "ALFLOATNG BADE ® DETAIL HOD-HVO( •©� pON s BEET 10. 4AY BE USED 1y M THIS ALTERNATE `�w N IM THIS SHE ®w01, @w®• ®w ' t/2' FCTION DET LLS nu SHEETS 11 dt 20 0 c. FULL LENGM. -- HV LN j At LOCK (IP1srDE 30 " " MIN. SEPARATIOP j HV T 3 LOCK (INSIOE) (sELr Sc ESDULE L . - _ L ON SHEET 12) HV "T" LOCK (OUTSIDE) %C U." e` .tom Y • ^• P•E•-tQSIGNATURE/DATE 7ILLIT ?ESTING 3 ENCINEERINQ coWpANY dJ36 h *- J61A. St' tf& -as- NROM - RO1bM 331" P^�+• : (JOs)871-I&V . re■ (JOS)a7}-13JI e-mo79 040004d.eom ES-OM671 f IVALTFR A. PEUr Jr, p.0 FWRIOA Lk, 1 44167 1/4" 0-20 x 1" S.S.M.S: - W/1/4"O x 5/8" RIVNUT t. Fac AnSnSwA, American Shunter _Systems Assoclaflon, Inc. 4268 West Roads Drive West Palm Beach. FL 33407 Phone (800)4J2-2204 . F(pr: (560209-8J80 NYLON SCREW HEAD HV " T" LOCK (OUTSIDE) .(Hon if gh Velocity Hurricane Zone) �O 2008 EASTERN METAL SUPPLY, INC. BERTHA HV'v Accordion Shutter System 1 M=2 0"5--3u 07/15/08 M4M 07/21/08 2 1 0RAWING No _ 08-152 I ZS l ~SO • Dace-aoz(Ias) :KDj , $,0zz-zff(008) :oUoNd ON JN:MYdO [ 10KC _U '40048 LU=Od 169M : •M+O "PON 3•oM 09zi Qo/u/LO .2rva oo/scho ►or-sD Q10 'Oul 'U0jjDJ006SV D•7/' a-m °AB "YdOl 3tf0 1 sweltAS aoqnyS UDOJJOIUV tuajsXs aa:"ngs uoTpioc)ov s a 0 ■ 'ONI 'AlddnS WUM NU LSY3 QOOZ (auoz auooijinif �(��Do�a� y �N uoN .4 •o ©� ®ro®♦ rD� 801831M XDU i *IUFM S31VIR831N 3WWA5 (WWOUdD) - a l co"_83 •uoo•1°pO 36*1 •pow—• Irci-Jco(sor) : _•" ' ocsJ-I0(cor) : •JO4d Nlrr WNWId 'SWAM D VknM YOV 'hi `IS VW1' 'AIM Si ANVdAOD DNIN33NION3 V ONILS31 llllll 'DNI 0 ao >1oo M S 1bY�! OH �d WWAS 1 n o ^ _ (1VM UdD) so no @ 31d0/3tkVMD)S/�PS 7d $r' •.. Z'J .. I • �. ��,. �1 •v �d3 = 30VIB HJIM SNOIIVDIIddV S3riw MUD llV NOj OIIVA SI OAR-00H 1IV130 Q 30VIS DNIIVOIA lVSa3AINn C 133HS NO SHDOI ® I,H •V ® SOOT! DNIHDOI NO S310N 33S 'gym .z/I .L � N C t'd•U) SNId .Z/1 B %(:7V -1N A'H W ('cbl!) SNId NI WH (t) I s clJu� '2•JDNV IiD1r3 lv 3Brli Q1 0) (Z 1133HS NO 31na3HOS 33S) .z1 O I'H'S �►/r K ai/ 1108/d01) 3J3tlDNOD MID 01 NOUVNVd3S 'N111 01 SMOHDW Noo"I + •.s/I M AA 3 ow Annr (A07W +oi—coos) ----------------- ssylu VNUSIX3 V •kE pzy *©W® •® I .©.o�©.©•9 '0�•�rD%.©�©� 01 I p®•oaoo®® ' Ole e� L . g yo ro Ssm VNLLSIX3 �,.1. I 8 finol POURED CONCRETE ---- AOR CONCRETE BLOCK WALL L REQUIRED POURED CONCRETE OR CONCRETE POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ^ BLOCK WALL REQUIRED CONCA ANCHOR O 18• C.C. 2` MIN. EXISTING CLASS _ — EXISTING CLASS /'- EXISTING GLASS F Mil SEPARAITOR EQ EMT.. MIPL SFPARATICH Aw (SEE i i TO CLASS (SEE SCHEDILE ON SHEET 1/ 18 x3' MAX. 12 ETC 12 FOR BLADE M AND MN. SEPARVION To MASS (SW (LOCATE AT FOR RLAM AFD (808J-T6) CONT. ' ON SHEET 28 ALUM. CLOSER gym& ON 3W 26 FtR BLADES (D d!f 111k SCHEDULE ON SHEET 12 FOR BLADE m MD ETT1I£R SLOE CF ®) 0PLATE (LOCATE 1/2- AT EITHER SIDE MIN 1 1 ON %W 28 FOR 1/2 UL#VES (D & Q 1/2' r MIN. i—• OFO) I I /10x1/20 S.M.S.. /10xO/2 OS.M.S I I USE 1' OR 2` MAX. I _ _ — - O 16, D.C..,: - _ — , _ _ (AS APPUCA%E)x2 xt/8. x0'- 2 _ 1 `,---`ALUMINUM CUP ANGLE I 4 4 (6003-T8 ALLOY) AT MIOHEICNT 5 (1) J10x1/2• S.M.S. ToQAt (2)1/4`0 TAM'CONS ANCHOR$ TO t OR ®' w w d• 7 w 8«®•�~ ®•Q •®■©•07 •�w END CONNECTION DETAIL C ANCHOR O O.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED m MIN. �lnd9 (c�o��R��aYenl��oYa��fl���[�1 I 1 I I I BLOCK WALL REQVIR aIMINXISTINGCLASS MN.S TO GLASS (SEE 12 FOR MADE (D A ON SHEET 25 FOR w.VES m dr a SEE ovw X FO WALL. AT 1' O.C. (LOCATE AT SEE DETAIL X FOR OR ®* sloE CONNECTION OR ®� EITHER SIDE OF Q) ) OR �\ SLOE CONNECTION rO TRACKS `t7 i0 TRACKS Z-- E?pSTING CLASS . • MK SiPTAPo1TM TO GLASS (SEE 112 f�g 0 m ON MEET 28 FOR B AOM m & 0 w w 0 • 7 . L! •jJw • ®w ®•©-©+ Q7 - .®- SiE DETAIL X to 4 (g)• �1 � 1 • ®-@•©.©w SLOE TO TRACKS NNECTIO wwO' Oj w®-'L`!�«�•. ®•O.®w©•Q• w Q•Q7 •©w®•O] 00a �© NN) w 0. • ®• ®w ®• �w®•lam y R."J`• Vw® '✓<9��- lJ •� END coNN �T ON®D®ETA ® 0 ®•®'�•®-®•C� END Q0NhjECjIQN DETAIL POURED CONCRETE OR CONCRETE BLOCK WALL R£OUIRED / - EXISTING Lf� 4 4, REOUIRED•ONLY FOR SPANS GREATER THAN 12'-O' 4 11 1/2- S.M. Ole' cbNc ANCHOR O 1/2- MIN' MUL SFPARATK>rl Y-- TO slntiaE�gr(SEE B OROOROOR �_------------- --- 12' O.C. 12 FOR BI W mANO ON _ FM 4 ----_ OR©OR( OR(q ---___ _--� r0 BL*M (D& ® ---- i11('1- - - _-� _ . . EO 2- MIN ♦ SEE UMM ATIONS uF USE FOR BLADE 0 ON SHEET 28 OR ®' ... - � ■ e Io • w C END CONN CTIDN DETeu �•®°`®•®-®•(� r I SEP�¢ P.E. SEAL RUDATE IL E C � INS. TILUT TESTING do ENGINEERING COMpANy 10 Ntr• 34(k sty Sta 3A NRQN4 CAROE>t7. jOWO4 J3166 Olwn• (306)471-1330 . Par : (363)871-1331 •-mea: Wtec*0404.c" Ef-00067111 1YALTLR A. 1n11r Jr. P.E. FLORID► Uc. / 44157 'v OR (9 OR 0 OR(0OR PI AN F. B.C. (Non High, ifelocity Hurricane Zone ® 200 EASTERN METAL SUPPLY. INC. An Sw SwAn Arnerlcan Shuffer Systems Association, Inc. 4268 West Roods Orrre West P01m 804ch. FL 33407 Phone: (800)432-2204 . Fox: (581)209-8380 BERTHA HV TM Accordion Shutter TM W. N 00caPTION OAIr CRA11'N Tf: Y.C.Y. I•. G. I OLD 09-394 07/2!/00 CATS: 07/23/08 2 DRAWING No 08-152 2 .t-,--r ED 1 MAXIMUM SHUTTER SPAN* '1.+' OR (ft.). FOR INSTALLATIONS W/ W/ ONE H.V. LOCK or or HD LOCK ® W/ NO LOCKING®p S%oar CENTERMATES ®dc ® W/ ONE Hv -T- LOCK ® W/TWO LOCKING RODS (9 TOP do CONCRETE & *1000 INSTALLATIONS DESIGN LOV WALL MOUNTING r�) �MWNTIINNG� (+ L► i L-(Al L4 ( L-(4) 30 OR LE 5 Id'-0• 16'-0' 16'-O 16 -0 35 10' 14'-10' I?'-2' 16'-o 14'-2' 13'-2' 45 13'-113'- 4' 14,-31 5v 12'-5" 12'-5' 12.-a' 13,-7' 55 11'-10" 11'-10' 12'-112'-11' 60 11'-4• 11'-4' 11'-7' 12'-4' 65 10'-10' 10'-10• 1 f'-1' 1 I'-1 t' 70 75 80 85 9'-6' g'-6' 90 9'-3. 9'-3' 95 9'-0. e'-9' 100 8'-D" 8'-4- 1 10 8'-4• 7'-7• e0_7. - e,-2- 1 15 8'-2- 7'-3" e'-4• e'-1 t' 120 a.-o' W-1I' e'-2- e'-s' 125 7'-10' 8'-e' 8'-a' W-5' 130 T-8' 6'-5. 7'-10" 6'- I ' 135 7'-7- 6'-2• 7'-9- 7'-A- 1 40 7'-5- W-11' 7'-7- 145 r150 7- -3- 5'-9' 7'-3' 7'-2- 3'-7. 7'-4' 7,-0" 155 7'-0' 3'-5 • 7'-2- 6'-9• 160 8'-11- 5'-2' 7'-1' 6•-71 165 6'-10' 5'- I' 7'-0. 6'-4' 170 6'-9' 4'-11' G'-11" W-2- 175 6'-7' 4'-9' 6'-9- 8'-..0. ISO W-8' 4'-8' 6'-e' 185 6'-5" ,5'-10' 4'-6- W-7- 5'--a. ISO 6'-4- 4'-s" 6.-8' 195 6'-3' 4'-3' 6'-5' 200 C-2" 4'-2' W-4- 3,-3" 205 6'-t' 4'-1' MAXIMUM SHUTTER SPAN* "L+• OR i-" (ft.) FOR INSTALLA�IA _V ONE HV ® W/ NO LOCKI C MAWS�RY WOOD G RODS ® (SEE NOTE t) - WALL MOU1VG A' B. C' O E. M, ' 0, P, q, F. K d c L. R. CONCRETE Wcoo �;:Gw FLOOR/CEILING INSTALLATIONS ..MOUNTING '• ' I J T, U. W dt X I.�a I WALL MOUgTMO ttooR/cExu+c yourmaa 30 16'-O' 18'-0• 35 40 I3'-10' IS'-t0' HUTTER SPAN 'L.+' OR 'L-' FOR 11()377fW-0ES1GN 45 13'-1• 13'_1• INTO -Wo00 SHALL BE UM1TE0 TO LOAD. 50 12'-5• t2'-S' 55 11'-t0" II' -to' 60 11'-4• 11'-40 63 to•-101 Id'-10- 70 to'-e•75 1o•-e• I0'-1 • 10'-1 " t HV CORNER CENTERLIATE 80 9'-10' q'_ 10• /3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCItIIVG 85 9'_64 g.-a. SPECIFICATIONS SHALL BE AS NNDICATED ON WNDATORY CONDITION 12 90 9'-3. g'-3' NOTE %5, SHEET 3. 95 q'-o- W-0' too e'-9' 8,-4• 105 8'-T 7'-I1' 110 W-4" 7'-7' 115 6'-2- 7'-3- 1 125 a'-o- 7'-1 O' 6'-"• 6'-B' ` WIND ZONE MINIMUM 130 7'-e• 6'-s- ASTM E-1996 SEPARATION 135 7'-74 - e'-�• TO GLASS 1'40 7'-3- 5'- i 1' 145 7'-3• a,-g" 1 THRU 3 ISO 7'-2' S -7 its 155 7'_0• ISO W-11' S'-2• 4 165 6'-10' 3'-�' 4" 170 173 180 g•_8• 4.`a. 185 9'-5' 4'-6" 190 6'-4- 4'-5' r 200 6'-2- 4'-2' �BL ?05 8'-1• 4'-1' r A. T 41 • - cY�� •..• Gam\ P.E. S 275'"f b__WE 'DA rE z-TVIE C 0 ,NC. T1LUT TESTING & ENGINEERING COMPANY �7 N.Nf. -at". St. Ste. &w. n11CM1U GA t on. nomaA M 14a �a�• (305)e71-15Jo . For : (706)671-1551 .-moil: UII•coftatep„ ee-00007tit WALTrR A. ntur Jr. p.E. FLOWDA Uc. 1 44157 • (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. UM SPAN FOR WALL MOUNTINGST(Top/80TTOM)D'DETERMINEMOR FLOOR/CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L+' FROM SCHOULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN *. FROM SCHEDULE. FINAL MAXIMUM -ALLOWABLE SPAN IS EQUAL TO THE MWIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L-". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINAT1pNS IN BETWEEN WALL WOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GWEN POSITIVE DESIGN, LOAD: DETERMINE: LI+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE. LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATION& L=-- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'Ll+", 'L2+', "LI AND 'L2-' 4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM I ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXNMUM ANCHOR SPACING. F.B.C.(Non High Velocity Hurricane Zone) 2008 EASTERN METAL SUPPLI'. INC. A.SmSmAn BERTHA HV �' Accordion Shutter System American Shutter Systems CV. it OCSC!IVTPoN DUE oaA*m 9P: II.c.V. U Association, Inc. I OLD o3-3�4 01/23/00 DATA: 07/25/08 4268 Wttt Road* Drive 2 West Palm Beach, FL 33407 ORAWING No Phone: (800)432-2204 . Fax; (561)109-8380 • 08.— 1 52 SPAN (a) !�/Q —tic Dew LOW fM X-0' • � 1t1 , ,I (SEE WOUNTINOS A. B. C. 0 ANO f ON SHEET POURED CONCRkTE ALL HEADER MOUN W/(k (ID WALL HEADIER MOUNTTNC W -�JrI ®EC11Q R7pp�#Q>fE1[a�pp®®0ppO01 !O®Q7E70 ®0®�0�4�E�I>;#[aJQ]EECC��� p pp®0pl[7 - I HE" ®KAMAKE EM". wn"K"N mmEp70 [�[ �UNEZE11t70®Q�Elli�[FiENp"M Q®Q10[)i�Q00®Q7KA JEa®�OO�AL M®01[EDfJO10Q�®mOpp©MQi®OpppOL wwr" p1®Q�0 as11®rLr7Jl0I©1100pM®JI�11vIlvl®OI01 m®�J�®QQOEN®mp0®vOp®000O[�� IFT,7E r�v� 0�m IC7wEE§=IMXUvU3 pppOM®II.n KN 0®Q®®Ov�7lr�m Q®[I]�sOCa�7OQ® Of�]L'rrME7p®I�DOGi�7Q0 C K7®�leiO¢M®000®Oil "MR Linan . ®E�7 oQpO®mMR 7C1EEQ0 BARNME>[��iQPi ®m �OEE1L�p®AKA oEmaxin t7� ElE30®REpOQIm ® Q== EINV 000nO0 a7®r�lIKE* �I V EX EJJ1faIf>7OEf0o000KAMpEfpp®E111E1QOpp Oc�a ¢�rE,ilmE]l o O OQaC�QM J®AppvAaJppCECiaMpUNRA ®I�MEN OCiiEI NUE"w1OCEtpo MESIOREriiD®1Q]oQLivvUNRI NIM NMOM ®Mtt��L I NMEN �!® C�aOOpO®Oo000oa!®U-NIM dp[gym®Qi'id�apE xffxga 7 R7Qpl QaE3®OC�L7QCrIIJE#Q7!<iEfQOpQ!®III iQI MENU ME ®Ulo�'iJ,�Qoav"MEN EN®MOOQQa �1®Q7apEi0pp®OpOOVO1 pQQiE ®olriOpC�El ' OQOOaJEN0voO0 J®o0v0oQI man ®=OppOOl�dEvOVO��piiiEiE��C�E Ill1®Qpii �M B opvO EL7CiCiCacivAOI�000QQOCi E M QO O pQ ei QM pp tO p000000 e a s am Is W/ ...._ +azuM i * SEE ANCHOR SPECIFICATIONS ON SHEET 14 &(0WALL �....srau�oii �®JIaO�®ii�E [7QOi � Ot�I7 Ct•C✓•0Q�[•70��dlDa4L:�l �m�vEsov�s ®vv� soon e - e ♦ SEE UM ATFONS OF USE FOR Ol11DE Qj ON SHEET 28 6 OOQOQ�®E]•OO�vOlDDO K"s ®rt7pOQOlSta®Q7t7C>•®>OOt70p[7QQ®® �®ppppEE10ENM"KA Oppp®O©m== ®R]ppOOpM®CUIRE 70O OQE7[7r0Mmm I®It71O©QQOm®IUMIr7lDIL�O�E7OppM®aO O.QiEOl7CEQpmElf3p MManzalaImman UAKA ©MM I11EE11E1REC/110pv 11®100ppei11L7v0OpMO N®F>®OQp10 Q�LEiQ7EJ1©Qop[1J[�IO�®pM ®I11�IEEQracEv EOrr�Il®JlfaJ®REOpIIV MRIlE71oIl[711®JIt7tlC� 1[3�7oQMEN pESJI KHMENpppEE[EQ®�JI 74oM lummanCREg®©®ppO01O®1¢>1100pppppppp®®C/ IUi0L7A000EN®Q70CE&N , KE Qe7Ri 1000QppOMrapMEN 1vOQan . DMA Ewt7C�iiapEUIM CMaiilcapl000®®MMMM J��OQXXKA1 L1[3�®ENO EaiiOEGO= 'EL7EJ XEMARA®SiC�O �pEEOas COCOCEAEaOmpppppM DOJO 1Cr•IOC� EEEEMp®CECiOviEO01pp0®OMEN �E�vv Jlzs11®l�vppp011[7110101o11©!EClM 00MM OOOOp OviiC>rE7adENC�MENM CS an Lill®d�pppp KNKA OO ©AppgppQ��p�YOpiElJEK W.0 MMEN �oOVOCiCirvMCtv�NpL7p��gl®MMC�QQriC7 OC>•HAMOOVEiQdOKNomm M7MO Mo ,of,:. 0 ..t�� r.tis .. r [. E c o _ TILUT TESTING do ENGINEERING COMPANY ti • - i 532" 4 W. �{!!� ff� fla �303, 4yfC711A • Pis rtORIpA 331.E . `:.. : (JOS}al1—ISJO . Fat: (JOSja7r—tSJt •--ow tll.t006W.eorn �c �,.� . r.N WADER A. MIR Jr. P. E- P—E , $�.��/DATE FtowoA ua 41167 F.B.C. Non High Velocity Hurricane Zone) ® 200e EASTERN METAL, SUPPLY, INC. A BERTHA HV'M ■ S. S.A■ Accordion Shutter System American Shutter Systems ocsc,ap. It I Urc I omvm we w-C- - •p Assocloflon, Inc. 1 OW 03-3a4 97/t5/06 arts 07/25/03 4268 West Roads Drive = pRAWINC No West Palm Beach. FL 3J407 J Phone; (800)432-2204 . Fax: (501)209-8380 • 08"-1 52 1 cu rrr dt>CHOM SOACING 1 E MO TAP CON ALL POINTS SOL10-SET WEDGE -BOLT (SEE MOUNTINGS E. C, dT H ON SHEETS S & 7). - • • % . P.E. SEAVSIGNATURE/DATE 'L EC 0 INC. TILUT TESTING * ENGINEERING COMPANY 16 Kw. j": s Phone Sr•. 304 VMrGMM aA+aOclls, FLORP" J.T134 h•^• (305)671-1530 . Fax -I53, 4-9"011: wt•Co0ed.ee.n 11Ki1�TA a-OO710 A. TllffJr. PE FtORMA Lie. / 44157 I• ANCHORS TO WELL SHALL BE As roLLOft (A)1/•00 rAPCOV NfCHOR$. As ►I #"AMRED BT,.T.W. RA&W/ RED WM COMPANY Ill .x 3/4' ALL pOWS SOLD-SEf ANCHORS AS OWRIOWED OY ALL PONTS SCREW, BOLT /1 SPECIALTY PECIA TY 1/4tee HEDGE -BOLT ANCHORS A9 YANUFAQTUREO IW POKRS FASTENINC. INC. NOTE& AINCMR&RNwA EUaEOMEt4T wo POURED CONCRETE OF TApCON MNCHORS IS I ]/•' AND 2' FOR WEOCE-BOLT A.2) MNAMUiM EygE0yF.W OF 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS gtkt BE 7/6' PM THE POURED CONCRETE NO "**O.1 INTD STUCCO SHALL Of PERMITTED. 1/4- 0-20 S.& MACHNE SCREW USED S,, BE 1 I/2' LOMID WNMYUM SHOULD STUCCO E M. AND 1' NIN1MUIf FOR WALLS Wes{ NO STUCCO. A-3) IN CASK THAT PRECAST STOIC, PRECASiT FOUND o OR ANY VENEER CO NCRETC PAHELS. PAVER! NEER of M THE E TSB WALL OR MOM MIO}•OIU 51W.L BE LONG 8401 II TO REACH THE YNN STRUCTURE BEHIND SAD WALL FlNIIHE& ANCHORAGE SHALL BE AS INDICATED ON NOTES AI) ! A2) ABOM FOR INSTALLATIONS ON VINYL SIWNO OR ElC 0NMr TM ENCI NEEA. . (B) TO 17MNO CONCRETE Bl= WALL. 1/4 s TAPCON ANCHOM AS UMUFACrAM BY LT.W. RAMSU/ RED HEAD. 1/4 ■ 3/4• �Nrt SOUO-SET ANCHORS AS d COMPANY.STRIBUTED BY ALL POINTS SCREIII. BOLT & SpECLALTY 1 /4 0 WE=-60LT W/ 1/4'@ BLOCJL-PLUC MOMS AS MMUFACRWO BY Poem FASTENM4C. INC. NOTES: B.1) EMNWM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON LI WEDGE -BOLT ANCHORS. f$ 1 1/4. 9.2) MIMNUN EFbEpNEM OF 1/4'e ■ 3/4' ALL POINTS SLYJD•-SET ANCHORS WALL SE EhTnMy EMBEDDED 1NM THE CONCRETE BLOM. NO EMBEON W INTO STUCCO SWILL BE PERMfRED. 1/4' 0-20 3.1. WACIIMIC SCREW .USED SHALL eE T 1/2' LONG u1NINUM SHOULO STUCCO EXIST. ANOt;,CW I' WMUM FOR WAU S WRH NO STUCCO. 0.3) IN CASE TINT PRECAST STONE. OR My VENEER 9C FOUND ON THE FJOSTWG WALL OR FLOM ANCHORS S �� CONCRETE PANELS,REATHE AWN STRUCTURE BEHIND S410 WALL FORINISHESEtFs. ANgfORAGECONSULTTHIS SHALL1iJNgBE HEEA. AS INDICATED ON NOTES'8.1) t 6.2) ABOVE. FOR MISTALLATIONS ON WfYI 310TNC (C) ANCHORS S14ALL BE NS,TTALLEO FOLLOWING ALL OF THE RECOMMENCAMNS MO SPECIF1CATM5 of THE ANCHOR'S MA "ACTUROL IDJ SEE 2CHE0 ULE BELOW FOR Wa OISTARCE (E-O-) VERSUS SPACING RELATIO"W FOR ANCHORS. EDGE NSI ANCE VERSUS SPACING FOR MUM IOW AM04OR SPACINGS AM VAUD FOR 3 I/2' EOCE DISTANCE FOR 1/47/ TAPCON AND SOUO SET AMC WEDGE -BOLT FOR E D. LESS TWW THE ABOVE MENTIONED. REDUCE ANCHOR SPACINO BY ENLILTN•4MND SPAC'NO 414OWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE Ulm- E D. FOR ALL POINT SOUR SEr ANCHORS Is 37 REDUCED SPAGHC OBTAINEO USING FACTOR SHALL NOT BE LESS THAN WNINUM SPACING INDICATED FOR FAru u.i _ AnSmSwAx ♦ SEE LIN TAT►QHS t)F USE F13R BLADE � oN Sir ze F.B.C. Non Hi h Velocity Hurricane Zone 10200e EASTERN METAL SUPPLY, INC. Anlerlcan Shutter Systems Associct►onr Inc. 426a West Roads Drive W"t POIm @each, FL }j4,07 Phone: (800)432-2204 . Fox: (561)209-8J80 BERTHA HV Tm Accordion Shutter System "wxII•TIOMf DATE OT+Atltt 9V! AM.C.V-/iJ OLD as-344 la7/:s/a MTE• DRAWING No 08--152 SHEET 14 OF 28 JEUEM EALIL POILD-SETXoLr WALX Q)WALOVER MOUNTINQ - -- RAINGU--- ..v,w�c� WALL/FLOOR MOUNTING ow�a.t�ClL CLU6l� NI SCAN (rl) NMTK DE91ii 1 LOW (p/) _ Q WALL/WAtK OVER MOUNTING 73 90 120 f 60 205 G1tM 0190t1 "(P4© 70 10 60 7S r+EGW o[5*# Ui10 �� at" Lora w) 9 8 B B f2406075 ? 12 90U0160205 JO 40 30 73 90 1?0 13'-0' tt t7 to e _ _ _ 12 1 7 1 7 1 7 1 s I I I - - _ 4'-0" - a®mrv>oriav®®��®a©� advvovvo4©©©©©©E R,1®�L7nC/pppam L=M f•i�®®ngppvCiDa0©Ei©®E�UIIE ®�q�00[�ai7�mm ' ' -M 0®0[i®t>piia0E�©®DES-Ma EMXM Ovapam ®®iL[�JF�®0!� "M �Jaa00EiE�FE�"wzMwMwM C Iti®Q7 7l�KU!" I ®RlDaa00�t�®iigp©ME O Ran f7F�Ea®OCR ©E�©OOQOE] En Lw MQ3L��E�DE�aa rv® NUIEN aUNUAM®E" an" a0 MUMORKE". aiv®mmsnmv�©Eaovv�©alas©Es0©©®� +vooQmav©vv©00o ta®Q70paaa®0®DE�3aL'��i=""" [0®laEalt. a] as go rasa®E�7c�7©pE�OaOVESEaIv[iEa�#v©©F]•©M a®®onon��ladavvivva�a©©va©r��� �aaaO©EEO"" IM amo mI"" X1a�r�©®n® aala0afpaa Lamm ®FvQEaaQav�asov.fv�aqv�l®v�a�vaJlO®aaasae�aaE©©a0©00I®ESI©©®©n©MDoallo®a0I� a aI[aaTL�s!m®®®lm�ma�DnAfsOy4"a0 � IaM Um"Eum "vi0a3ai7 ®QQaai�aaaENE® - gas ®vaaaaav©vo�saaoEavEa�>®aa©v©©©©v© ®Qaa�iEiOpp pApA00E�iiriaa la�l®m�aaaaommom®®aovAEar��aaaa©vaa©®esa . IUBRAN as®aaaas�aasa©r�r�®va®ovovr�r�a�os�rvA©v©®moo aaasa n"99a laaav®®©aaaav©®oaaaa ®®aaaaaa®aN . EUKU icsvvv�aaaa®v©®�I ed •.. .,•0 INC. - TILLIT TESTING & ENGINEERING COMPANY . '• _.r.. _ SM N.w 3Me.. IL. 314. 361'. tiK7M CA&CM /toMo, 34,64 �• q Ph-e , - (303)871-1530 . r-1.: (s03)871-1531 �'�� . • • :` E8-0004710 .�• WAITER it TUff Jr. P.E. P.E. SE1 jTJs7C,�JAT�f jATE FILOR04 Uc. / 44107 H V 8LAD E F.Q.C. (Non High Velocity Hurricane Zone) 02008 EASTERN METAL SUPPLY. INC. BERTHA HV TU w w ■ Accordion Shutter System American Shutter Systems bcv. p(al ocscmprim wr omww ay: U.c.v. Association. Inc. aLc 03-304 07/2S/01we 07/25/08 426a West Road* Orive = pRAWINC No We&t Polr" Beach. FL 33407 Phon.; (600)432-2204 . Fax: (561)209-8380 4 08--152 3 cu«r MAXIMUM DESIGN PRESSURE---RaTM 1A ,) AND noRRFsptvI_- uAVI...... . III, .A..Aw46 (SEE MOUNTINGS ON SHEETS 1a & 1g�, �--� B �H3 `T' F=;;Z .I T E SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH MAXIMUM DOUGLAS FIR W/ MMI. G=0.50 W/ MIN. G=0.43 SPRUCE PINE FIR 'SOUTH VAN (+Ly (it) W/ MIN. G=0.36 WALL MOUNTINGS M. N. O & R CEILING MOUNT T FLOOR MOUNTINGS - WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T w & x M. N. 0 & R FLOOR MOUNTINGS W&x M. N. 0 & R FLOOR MOUNTINGS NEGAI DESIGN LOAD (pq) - NEGATIVE DESIGN LOW (W) NEGMK 0E51GN LOAD- (psi NECAT1trE DESKir LOU-_.... NEGATTVE IN&)( _ 30 4II 60 75 90 OS 30 40 60 75 90 05 DE" LOAD (pat) NEGATIVE DESIGN LCAO (pst) -0' -OR LESS 12 10 10 9 30 8 8 6 6 6 6 8 6 12 40 10 6d 7S 90 05 30 40 60 75� 90 05 30 1019 IS 40 60 75 90 05 30 40 60 75 90 OS 4'-0` 12 10 10 9 8 8 6 6 6 6 8 6 12 10 IS 6 10 9 8 8 8 8 6 6 8 6 12 8 6 10 70r 9 8 8 6 8 6 .8�6_ 5'-0" 12 10 10 9 8 8 6 6 6 8 8 5.5 12 10 10 9 8 8 6 6 6 g 8 8 12 10 10 9 8. 8 6 6 8� �66 6'-Q". 12 10 10 g 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 8 5 12 6 6 10 10 9 8 7 6 8 6 6 6 5 7' -0" l 2 10 10 9 6.5 4 6 8 6 .5 4.5 4 12 10 10 9 5 3 8 s 5 4.5 12 10 10. 9 8 3.5 8 6 6 6 5 4.5 1 12 ;10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 8 6 3 4 3.5 12 10 10 7 3.5 - 8 8 a 5 4 3.5 9'-0" 12 10 1 Q 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 6 5 5 3.5 3 12 1 O 10 6 5 .5 3.S 3 12 10 7.5 4 -- - 6 6 5 4 3 - 12 10 - 8 6 3 6 4.5 4 3 3 12 10 4 3. - 6 6 4.5 4 3 3 11'-0" 12'-0" 12 12 10 10 5.5 - 4.5 - - - - 12 10 8 4.5 - - '" 6 6 4 .5 3 - 12 5.5 3.5- 10 3 -- - - 6 6 - 13'-0" _ 6 6 4 - - -- 12 10 - 14'-0" 12 10 - - 12 7 - - 8 - - - - 15'-0" 12 - 12 .5 4.5 - 12 7 - - - -13.3 4.5 - - - 12 12 - '- - - r♦ - - - - ♦ NOTES ON AN I InFIS !? I1 11 uRFMF .� WAAn ST IRCnseTrc 1. ANCHORS TO WALL. FLOOR- OR SOLID WOOV SWIT' SHALL BE AS FOLLOWS: 1/4'E TAPCON SHEETS!,, AS A(ANUPACTURED AT W/ I BY I.T.W. BUILDE7L MMMUM EMTEDLEENT AS IICAT IWED EACH SECTION ON SHEETS 1 e • 1 Y. EXCEPTION: SEE NOTE 2 BELO*. 2. ANCHORS TO HOLLOW CEILM SHAD BE AS PER MOUNTWC TYPE U. 94W 19 ANO SFwL CONSIST LAC SCREWS AS PER NDS 2003 SPEGFfCATIONg� OF 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWINQ -SOUTHERN PINE No. Z W/ 0-0.35 (N.D.S) -DOUGLAS FIR W/ 0-0.50 -SPRUCE PINE FIR HORTi4 W/ G.0.43 (N.O.S.) -SPRUCE PMIE MR 3 WTH W/ C-I (N.D.&) -AMN. 1/2' COX PLY1Y000 (19Ee APA) 4. ANCHORS SHALL Be MESTAlLO FOLLOWNO ALL OF THE RECOMAFENOATIONS AND MANUFACTUREIL SPEQFTGITIONS OF THE MIOiOR'1 •LY • P.E. cSjGNAf�bATE 1/2" MIN. CDX PLYWOOD WALL MOUNTINGS P & 0 NEGATK OESIGN lOAO (p,/) 40 [ 60173 190 it 05 BLADE OR n HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON IL E C O Na. TILUT TESTING do ENGINEERING COMPANY OM +LEI. Jaft. SL, 31.. 303. Vw-f A CAAMI. FLOmps 341N PI+'m (3O5)871-1530 . rote . (3O5)871-1531 •-mOEr 1IMM00od o0m Es-000871E WALTER A TI UIT Jr. P.E. FLCRCOA Ue. % 44167 ♦ SEE UAq AT10NS OF USE FOR BLADE Qq ON SHEET 28 F.B.C. (Non Hjh Velocity Hurricane Zone) ® 2008 EASTERN METAL SUPPEY. INC. AnSsS.A.BZR'T'HA HV�' Accordion Shutter System American Shutter Sy3terrls Association, Inc. 4268 West RoI Drive Weal Palm Asveh. FL J3407 Phone: (900)432-2204 . Fax: (561)2a9-8380 + OLD 17e-344 07/25/IN CATt 07/25/08 DRAWING No 4 08--152 S. ��,« (SEE MOUNTINGS ON SHEETS 19). U B �TF:;;ZATE SOUTHERN PINE No. S 2 W MIN. G=0SPRUCE PINE .55, PR NORTH MAXIMUM U UGLAS FIR W/ FIR W SPAN (rt) MIN. G=.0.50 / MIN. G=0.43 )" OR 1 V-0" 5'-0" 7'-0" 10.-0" 12'-0" 13'-0" 14' -0" B.O. WALL MOUNTINGS S do V NEGArft UMCN• LOAD (pal) 6.0. WALL MOUNTINGS S & V NEGATIVE OES16N LOAD (pd) 40 [60175 190 h05130 140 160 12 12 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 B.O. WALL MOUNTINGS -S&V- IIECAT14E DESIGN LW (pel) 90 U051,30 140 160175 190 h 05 Cl) �HV BLADE 447 67' . P.E. SEAL/SIGNATURE/DATE 1. ANCHORS TO WALL, FLOOR OR SOLID WOW SOFFIT SHALL 6E AS FOLLOWS: - 1/4'4 TAPCON ANCHORS. A9 WMIFACTUREO BY I.T.W. BUILOE1t W/ MINI4UM EMBEOMENT AS IMMTEO AT EACH SECTION ON. SHUM 18 • 19. EXCEPTION-- SEE NOTE 2 BELOW 2. ANCHORS TO HOLLOW CEIUNO 94ALL BE AS PER MOUNTwc Type U. SHEET 19 AND SHALL CO OST OF LA'D SCREWS AS PER NOS 2005 SPOCInCAT ML 3. SUBSTRATE SNAIL CONSW OF THE FOLLOWMio: -SOUTHERN PINE Me. 2 W/ 0-0.33 (N.O.S) -oomm FIR W/ 6-o.30 (N.0.3.) -SPRUCE PINE FIR NORTH W/ G-o.43 (N.O.S.) -SPRUCE PINE FIR SOUTH W/ G-O.JB (N.0.5.) -MIN. I/2* COX PLY#000 (1956 APA) 4. M4Ck0RS %0" 6E *WALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, IL E C O ,7c., TILUT TESTING dt ENGINEERING COMPANY to N.w. 34a. St" tb. Sad. VWWM CARMS, nM10A U184 Phony (3O3)87T—IS30 . Fe■ : (JO5)871-1331 •—.nok: GRseolaal corn E13-000671 to HAZIER A. ntur Jr. P.E rLCFY0A Lk. / 44167 F.B.C. Non High Velocity Hurricane Zone ® 2006 EASTERN METAL SUPPLY, INC. AnSuS.A. American Shutter Systems Assoclatlon, Inc. 4268 West Roads Drive West Palm Seam, FL 33407 Phone: (800)432-2204 , Fox: (561)209-8.380 BERTHA HV TM Accordion Shutter System [V. N4 DESCIIIMom DATE I O4tAWN 8Y: M.C.V./F.P. 1 LD 03-364 07/2!VCS ANTE 07/23/045 2 s DRAWING No 4 08-152 SHEET WALL FINISH ■ j �cn of irN MR Yx4- W000. 1 HEADER REQUIRED EXISTING 1 CLASS--I UK. MN SEPAf1 UM MASS ($EE -' 92 FOR 1uamF m 1 CN SHEET 28 FOR wuwvm- h V"C"►u. M A 1/00 TAPCON W/ 1 1/2- Mln. PENEmnoN OF THREADED AREA TO EXISrNG WOOD HEADER. (SEE SCHEDULE ON SHEET 16) PLYWOOD TO 8E ATTACHED TO STUDS INACCORQANCE MTH SECTION 2308 OF THE F.B.C. (DEN WALL Srl r IIUCTAI f wtlh�l 040 OR (0♦ 2':4- CONT.- WOOD PLATE; REQ'O. �— r TIONS INTO WI TO 1 DESIGN LOAD rWH1^^ ,PENETRATION OFRfAM MG TO EXISTING 000 HEADER. (SEE SCHEDULE ON SHEET 16) 1/4'I-20x3/4• S.S. MACHINE iH 00 SCREWS W/ 1/4'-20 NUTS 1- ►nt. a 12' D.C. 6 FWALL ffMSH 1 EXISTING wN. 2-x4' WOOD jHEADER REQUIRED EXISTING MIN. SEPARATION TO, CLASS CLASS-1 (SEE SCHEDULE ON SHEET I; RE - . - 1 !AIz&i , — MIN. SEPARATION TO CLASS � EXIS� (SEE SCHEDULE ON SHEET 12r- 1 1 1/4'I-2ox3/4' S.S. MACHINE SCREWS W/I I 1/4'-20 NUTS O 12' EXISTMIO MIN. 2-x4' STUDS O IS" O.C. MAX REO'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCOROMICE WITH SECTION 2J06 OF THE F.B.C. 1 ' min. 1/4'/ TAPCON W/ 1/2- Mtn. PENETRATION OF THREADED ApEA INTO PLY"00. 1/2' MIN. CD (SEE SCHEDULE ON SHEET 16) PLYWOOD REWD. WALLq O s �- WWRCI•� V 1+ LA D Ehmm 1-SEE SHEET 4 FOR TYPIt'JII. SHvTyM ASSEMBLY �[ 2-114OUNTING SECTIONS CAN BE COUDNED IN ANY WAY TO SUIT ANY INSTALLATION. MN. SEPARRION 1 TO 6YARS (SEE 1-`-" 12Bt D m 1 ON SHEET 28 rat EXISTING� BLADES m A WALL, 1/470 TAPCON W/ 1 1/2' Illn. PENETRATION Or Tpow-AGED AREA To EXISTING WOOD PLATE . (SEE SCHEDULE ON SHEET 16) -"" T-LU ' .a'" \- 2-x4- CONr. SILL PLATE Rryv'D. @HV WALL SILL INSTAr 1 Arrnw t T � 1-� MIN. SEPARATION TO GLAD — 'D EXISTING t (SEE SCHEDULE ON SHEET 12)' ■ f � + f 1/4'10-200/4- S.S. + \ 1 MACHINE SCREWS f USING 1/4'-20 NUTS r. 0 12. O.0 OR0 \ 1 0Ft 1 4 SEE UMjTAT10NS Oi USE i0R Bl.AOE 1�i ON SHEET 2!! ZMILIEC 0 INC. TILLIT TESTING & ENGINEERING CCIMPANr else H.w..leu. ft., St•. JOS. VIFICKA CA CEN% y10OM 7J1e4 Phony ; (30*871-1 &M . Fvx ; (303)e71-1331 •-nwn: Yffoccee'l.com ES-0008710 ri7CTfR A TE11T Jr.,P.E. FLOR10A Lie. / 44167 M.- Ilan.1/4.0 TAPCON W/ 1 1/2' Min. PENETRATION OF THREADED AREA O MIDWIOTH OF WOOD PLATE (SEE SCHEDULE ON SHEET 16) WALL FINISH ®HY WALL SILL INSTALLATInu F.B.C. Non Nigh Velocity Hurricane Zone ®200e EASTERN METAL SUPPLY, INC. &SMSnABERTHA HV TM bAccordion Shutter System American Shutter Systems 00=111nall CAVE DRA M1 OV: rcv./FPAssoclatlon. Inc. ow 03-394 07/29� DATA: o7/25/08 4268 West Roads OrlveWell Polm 9e0eh, FL 33407 DRAWING No Phone; (W0)432-2204 . Fax: (561)209-8380 08-152 SHEET WALL FINISH N k 1/4'0 TAPCON w/ 1 1/2' Min. PENETRATION Of THREADED AREA TO EXISTING WOW HEADER. (SEE SCHEDULE ON SHEET 17) 1/4'0-200/4' S.S. I' P14IWPS TRUSS HEAD win.1 MACHINE SCREW$ E O I2/ -20 NUTS a+1 1 ExLSn EXISTING MIN 2'x4, FiEAOER REQ'0 MIN. SEPARATION TO CLASS L - (SEE SCHEDULE ON SHEET 12) 'L Q HV WALL NFencR ►NSTA eTION ' I -SEE SHEET 4 FOR Tri1CAL SHUTTEl1 ASSEMBLY 2-wOUNT'?1C SECTIONS CJIN eE C0A191NE0 _ IN ANY MAY TO SUR ANt INsrALLA1pN. MIN. SEPARATION TO GLASS E'SCHEDULE ON SHEET 12)—' EXI4 — a WALL ( FINISH 19 `r. E 1/4'4-200//4' S.S. SILL PLATTET ' • P IUPS TRUSS HEAD 1/4'/ TAPCON W/ 1 1/2' Mlri. ' MACHWE SCREWS PENETRATION OF THREADED W/ 1/4'-20 NUTS AREA O MIDMOTH OF WODp O 12' O.C. PLATE. (SEE SCHEDULE ON SHEEP 17) t-I_t uK L— rUR IMOTAR I Ar.,,...% OL&M 4'x8" (Min.) E)OSnNc WOOD WAM REQUIRED. STRUCTVNAAt. AOEOWCY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER Oa�- ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/4'6 TAPCON _ W/ 1 1/2, INIn. 257PENETRATION OF Maw THREADEO AREA TO EXISTING WOOD BEAN. (SEE SCHEDULE ON SHEET 16) I I I E GLASS- J I I TO aim OW 112 alAaa I oN SFW as FOR I eta 0 dk Q I To Qm EXISTING a GLASS ON O N s m I gym. ( ALTERNATE. ANCLOCATION 2'x8' MIN.. WOOD OECK REQUIRED • (NO) FINISH ALLOWED) CDOE OF DECK IF APPLICABLE •.�\s A. 7 F.E. SEA01CM-tURE%DATE 1/4'0 TAPCON W/1 I/2' Min. PENETRATION THREAQEO AREAINTO WOOD DECK. (SEE SCHEDULE ON. SHEET 16) (1j)HV FLOOR INSTALL eTtnN tL E C O rNc. TILUT TESTING do ENGINEERING COMPANY 336 N.V. Saar. 51, St.. 305. MRCM amour "IDA Mfg# Phan.: (30s)071-1330 . rex t (303)671-1 s31 .-~.. Rlheolad.aom E9-400aI1f VAL'" A rkur Jr. PE. FLORIDA Ue. / 44167 1/2. A. jf4*3/4' Eq E S.M.S. O 0' O.C. I I � orQor� I I OPEN HOLE AT EACH STUD TO ACCEPT 5/16'0 LAG SCREW AT CENTER OF TUBE. I i• I ro aA�10N . tsr� EXISTING 0 MU s(wow C" *wFm I me OR (• J @8V CEILING IN$ ATION OR go 110393/4' HEX WASHER HEAD TEK SCREWS v 12' ox IOF OECX IF (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER O 24' O.C. REQUIRED �f EXISTING SOFFrr 3/4' Max. THK. -,1'x4'x1/8' CONT. ALUM. TUBE © (6063-T6 AW/ or or 1 (3)e/' B-' 'AG � SCREWS To Kv EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT J M10YYIOTH Or EXISTING wwo MWER. (2' FM. NOMINAL WlOTH)• W/ 2- W. PENETRATION OF THREADED MU VALID FOR }. INSTALLATIONS WITH 72pof MAX. DESIGN LOAD MO 9'-0' n iS ONLY VALID oR WOOD wj MIN. SPECIFIC CRAWN OF -- 1OR �1 0.50 AS DOUGLAS FIR OR EQ A ERN PINE No. 2, OR MIN. SEPARATION ro cuss (SEE SCHEODU I ON SHEET 12) I I EXISTING j 8 OIASS--, I I 1 I 1 I rl I I 2'k6' MIN. Woo OECK REQUIRED (NO FYVISH ALLOWED) EDGE OF DECK Ir APPLICABLE APPLICABLE 1/4'6 F.H. TAPCON W/1 ' MIN. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) ♦ SEE UMaATIONS OF UFOR O e oNEEHV WALK r F.B.C. Non High Velocity Hurricane Zone C 2008 EASTERN UETAL SUPPLY INC. AxSwSmA. Arnerfcan Shuffer Sysfems EY. Assoclotfon, Inc. 1 4268 West Roads Dew* t 'Neat Polm Beach. FL J3407 s Phone: (800)432-1204 . Fax: (560209-8J80 4 BERTHA HV Tu Accordion Shutter System "03—mm01/25/06 N B14 fAa•Y./FP./LC. M 07/25/08 RAWING No 8-152 I 4 MOOD ST1l07. ` 1/�•r uwcaM (As wcgGle�q 1 M!i�101 � s• o.c. rK PORTR OMew i/I• .OKTJ4TON E>osnnc awls pp0no pti, o 1 Smog n1ar. w 10 QAss ptt �j c •' 1/2' kM. Col[ w i =suORgw •trwoQoa 1'� wwo• � I• Alxr. �OR ®. — ©•a •m-o•o•o- END CONNECTION DETAI a" Mw WM Mw Kola —cxisla aAss r (am -TO) cot#, ALLMnNuN YKC 12 FM 06WOAV 1/r LI � 0 a 7 � t,om i 00, /16r1/I• •1s o.c 4 scc Dcr.� « rca 0000 to • ► ► • ► , O r s ► ► l , O MAN 1/e -�-U'�(�w�0�•�- `Y�lt �tr+9M I;a• r�N. 1Mo00 O.O.®w0• ,D� sn,os iKo'D.. nr•!N ©Qr•( O. 0-0• 0-0' 4 O' @-0: ( EN CONN r_•rtnu nrr.0 © �•�©� ENE) CQNNFC772& 12 A. 1LIEco77 , TILUT TESTING & ENGINEERING COMPANY ♦ • '' VSS N M. ]eU�, R. Sta 305. �MdM�► • , P1wn• nCACA 331ee 9 p (3os}671-1sJo F•• : (JQs)e71-15s1 •O � : _ •-moo: Nneca4p I.eom EB-000671• ft.:� 1V,ILIER A. T1lUr 4. v E. P.E. SFAL/SIG-NVATURE/GATE nOMA Uc• 1 44167 oe r M1 sAca �a g (r�surc 1 • x. (•a+-n To fill, oUn 1 tic a � At DNTAK x 10100 row — — was • s • • e • END CONNECTION pEM I R[o11= any fat wim awAnn Tim 79, ♦ SEE UM AT1ONS OF USE FOR. BLA13E ON SHEET 28 OROOR V ox OR@kII(qOR® F.B•C.(Mon High Velocity Hurricane Zone) ® 20M EASTERN UETAL SUPPLY, INC. AnSwSwBERTHA H1✓T"' p w Accordion Sh utter System American Shutter $ys}erns Ev. N os: MPTION DATT oR,A*W w: Ir.cv'Fp.1 Association, Inc. I «n Ds-m o7/b/os aTz 07/25/08 4268 West Roods I'Y&A I West Palm Beach. FL 33407 a DRAWING No Phone: (800)432-2204 . Fox: (561)209-8J80 4 1 08-1 52 e SHEE; • nn nr .ss coca 01a SEE END CONNECTION DETAILS ON - SHEET 24 TYP. FULL HEIGHT. �r- oOR®O© o ® + OCR® ; N.T.S. K.'LWIC O • UXA9= _ Nw.-mm it n0 ill .' ..� �. TiLlEcol NC. • ► 1 • TILUT TESTING x ENGINEERING COMPANY r ! - 6 1" N.W. 360. !t, $t. 304 VPC AA C49Me. n«+ ar:• � - . ;`,• p++a�.: (Jos)a71-1SJp . Fo. , (3aele>'1-1MAJ,l,6e ;��Ldi1Q® . , •-mai::�KoOod.eon, P.E. SEAS �}�,�, WkTO A nun j.. a. f. � %. TE trLCFKA Ue. / 44167 & • MINIMUM 1.. MANDATORY QONDITInN_._L:- ONE 3 H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAVY per, SYMMETRICAL CENTERMAT ({ OR (3�AND AT ANY ELEVATION, (3�4 H.D. LOCK MAY BE USED AS ,4�( INSIO�"OR UTStDE LOCK. ATTACHED �f (� CENTERMATES WITH 0) IS x 3/8" LONG FLA1r HEAD S.SHEAVY . M.S.TY YLOCKINGAL RODS @ ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. U&MAMMMMMOW. LOCATION OF 0 H.D. LOCK SHALL BE AS INDICATEO ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105". H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" A OVE OR -BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105 ® H.O. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. L1 F.B.C.(Non High Velocity Hurricane Zone 2008 EASTERN METAL. SUPPLY, INC. Ar*SrSr Ar Amorlcan Shutter Systems Association, Inc. 4288 Wssf Roods Orrve Phone; (800)432'0 2204. FCC (38rh, FL 0209-8380 Bf RTHA HV'm Accordion Shutter System mv" W. M.C.V. ELATE: 07/23/d DRAWING No .08-152 SH EET rl 4 A.• _ s POURED, CONCRETE REQUIRED TSEE SCHEOUIE OIV SHEET 26) 11ACVVIE0SCREWS USING 1/4•-20 NM O 6' O.C. t• t- .t a � V1 ARE' EXISTTNC a UK i OPTIONAL � I I 11 � POURED CONCRETE REOUIRED ' EXISTING CONCRTE ANCHORS (SEE SCHEDULE ON SHEET 26) EDGE OF � F (sax-ta+c CmsPIEXT �p I'I'1 EXtSSS ' ..� LASS `— T- CONCRETE FILAT WAD CONCRETE ANCHORS REOUIRED (SEE SCHEDULE ON SHEET 28) HD_ CEILING BSTALI ATION HD TRETO NCH I�fSrei erun>< 4 (dE[ 9c AM O i MIN. FJIISTINC ' AMION ON SWU is) L.. S O I CLASS EXISTIN ON SKV 25) OPTIONAL!— ' G ti • . ` • �__l_ %143/4• TEX SCREWS OR 1/4•I-Z+ w/ MIT1/4•d-20x3//4' S.S. PHILUPS TRZ HEAD ETE ANCHORS AMCHINE SCREWS -- POURED CONCRETE (SEE SCHEDULE ON USING 1/4'-20 NALL REO'D. SHEET 201 WTS O e' O.C. .• r / EOCE OF SLAB IF APPUCA&E E�E HD WALL INSTAI I ATION CONCRETE REQ�UIREO NOTE FOR COMMNAT10M OF S cT I- SEELYHEET 21 FOR TYPICAL SHUTTER ©HD RAINOl1eRIJ INSTei eTtant� ?- AIOIINTINVG SECTIONS CAN 9E COM81NEp E. D' EDGE OISTANCE N WAY T S IN WIN (SEE SPECIFICATIONS ON SHEET 28) ``CCEO�... ' ALTERNATE /14x3/4' HEX i ANCHOR WWISHER MEOW LOCATION TEX SCREW$ a 6. O.C. EOCE OF SLAB IF AT'PUGAMX t POURED CONCRETE REQUIRED L 6 • ._ • , �� E c o lme. _ ' • TILLT TESTING & ENGINEERING COMPANY . N • }p�r •" .ns ,<.. xa. sl, 1rt. 3os, NRc.n. Phone Ml. Ntioaa= '13, aIs GW5)e71-1330. Fax (305)a71—IS3I j� /� '� 'F" •-^+°M blt•eod,".eorn P.E. SEA ' `• • •' G�t�rvAyDAtE EH-000l71p WALTER A. TUug k. p.r L14 111 411 er 0 OF IF .! ••; ► • 1, ON "w 23) EOM OF SUAB IF •ww.,w (FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) Ef Q WALK —OVER INSTALLATION 0 1 T /14x3/4• HEX WASHERi-HEAD TEK e' SCREWS O o.a --CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 20) EDGE OF IF WA UaCABLE SCALE: 3/8'— 1 F. B.C. Mon High Velocity Hurricane Zons 006 EASTERN METAL SUPPLY, INC. AnSmSeAwWAccordion BERTHA HVT14 ,Shutter System AmerlRaan Shuster Systems CRI► OAit owunt er: c.v.Assoclatton, Inoae-3u o7/1J/a OAVV 01/25/08 4268 Waet Roads' Drve Wort Palm B.oah, FL 33407 DRAWING No Phone: (800)432-2204 . Fax: (581)209-838o 4 08---1 52 3 ,►.-T OUT Yr2'x 1 (e063-tb ALL ANGLE W1 rAPCON ANI CORCRETE (LDP (4) 114x1 . TO TUat oOR 1 f7 1 0R + OR 0 • 19(#FL . _ o00 OR 07OR F EXISTING CLASS * SEE NOTES ON LOCKING RODS ®ek kp ®LACKS ON SHEETS 21 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) "POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED ago 06 ;��•� y4��hiv� ; t� i • �, _.. 41 '"11LIECOINC. .. . � ,. �. • � TILur TESTING & ENGINEERING COMPANY e»a M.M. 34a. �. ��Y • • (� _ Sfa 3n MR00"A pho— ' (3")671-13JO . Ewe t )67 ago41»tts p 'V .. •—mds VR.400".cam EA-OOOe71! P.E. SEAL/SIGNANRE/GATE w�"� A. nu"'' PE ELOROA Lk. / 44157 iNsrALLArio z V BLADE �Ex1sTINc cuss — � — — '.._ — — — U r_A1Ls t7N 40FFT 24 (wno ) . V 5Xkff TRICAL HO CENTFRM,4TES 3 * LOCK f'IN7FRInQ1 _i RE a+ 8O aft © + (2) oI1 �•®00 + F.B.C. (Jon High Velocity Hurricane lone ®20Qd EASTERN MEAL SUPP{,Y. INC. AxSxSxAw 13ERTH*4 HV TM Accordion Shutter System American Shutter Systems IV. it DIUMP ON Association, Ina, 1 DAit onAtvN er faay. a 4268 West Roads (Mv. = olo w—J44 17/!�/p� CM. 07/25/Q8 West Palen Bsach, FL J3407 DRAWING No Phone: (800)432.-2204 Fox: (5BI)209-8380 4 OS-152 s SHEET (LOCATE AT . E101 SIDE OF S ) r 114x1/2' S.M.S,- O 16" O.C. EO /'- POURED- CONCRETE OR CONCRETE BLOCK WALL REQUIRED - �- EXISTM . GLASS MIN. SEPARATION TO CLASS ..:_. SCHEDULE-. MAY 1/ 1 d"xJ &Tr* (fi063-T6) HEET 25 �M• CLOSER CLOSER LOCATE ER AT EITHLATE SIDE in DF O) 114x1/2' S.A#.S. 0 I V O.C. ONNECTION i SEE DETAIL X FOR ` 9 OR 8 oR ODE TO TRACKS O Q �+ Q7 oR END CONNTION DETeu . POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED, /-- EXISTING CUSS MIN: SEPARATION TO. GLASS CONCRETE (SEE" SCHEDULE ANCHOR O ON SHEET 25) 16' O.C. -_ =j L ILA MIN. I I I I TE POURED CONCRETE OR CONCRETE 13LOCK WALL REQUIRED EXtSnlya gJLSS MIN. SEPARAIION TO GLASS, (SEE SCHEbULi ON SHEET 23y, C" COONS BETE BLOCK WALL REQUIRED ExISnNO CLASS MIN. SEPARATION TO CLASS (SEE SCHEDULE --UN SHEET' 25) .USE I. OR 2" LUx.� — (AS APPLJCABLE)ic2"ut/Irx0'-2' 4 , ALUMINUM CLIP ANGLE (6063-Tti —%JT1 AT M1014ETOHT (1) 1101/2' S.M.S. O TOO4 & SEE DETAIL 'X R'O (2)1/4'0 TAPCONS' SLOE CONNECTION (� ANCHORS to WALL AT 1' O.C., ' .TO TRACKS (LOCATE' AT EITHER SIDE OFQ) 0 % OR ® CR ♦• 6� 6 + O OR O 4. OR ® + @ OR SSIDE CONNEC FM ® v ON vv TO TRACKS L O{ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED \ 1/2' MIN. EO WIN. SEPARATTO? TO CLASS (SEE SCHEDULE ON SHEET 25) L E_ C 0. I1Nc. TILUT TESTING do ENGINEERING' COUPANY pnan.: (�s)8Y1—I330 . Fdx —MOA; In4eoflol.00m E:p-0006714 WAUEN A rtw 1r. RE � •L nk.- /. 44141P POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING CLASS MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 23) OoRo + �,�-, 0 0126 I ----------- -- F.B.C. (Non M ' Yei 't H A", Amodcan Shutter SyatemS Association. Inc. 4268 WISt Roads Orlva Wut Palm e.cch. FL 33407 PhonA: (800)4J2-1204 . FOC-0AI)209'-8380- ® OR;j o%, Y urrlcane Zone) m 2008 r,A,sTERN METAL, SUPPLY. INC. BERTH HV ."j Accordion Shutter System V. DLSCfi/TVON OAT[. of%" I OW of-344 0ryu/0s DATE• 07/25/06 ORAWING No OS=152 3 3SHEET ------ �'• 1 1 ♦ e rApoq r MAXIMUM SPAN (It) OR/ LEESS UP TO 1 2'-1 " >12'-1" UP TO ALL MOUNnNGS M THRU GG (SHEET 22)- USE MAXIMUM VALUES 50 OR LESS POSfiVE AND NEGATIVE LOADS >50 TT) 90 >90 To 120 > 120 TO 16o > 160 TO 195 8" 4 1/2" 12• e" 8' ' 4 3 3/4" B3" (M AN""ORS fD WALL s► a BE AS FOLLm. A") ro EXISr" POURED CONCRETE; (W,,. rc - 3330 p1l) 1/406 rAPCON ANCHOfM AS MANUFACTURED or I.T.W. WWSiT/ RED IIEAO. YINIMIIM EI�@EDMENT Q1[O POU�RIM CONCRETE OF TAPCON IS 1 3/4'• 4.2) To EXIST}NC PARED CONCRM (Wn, rs " 24" pal). - - - - 614E I TAPCOld- XL-µC"ORS-AS-MANUFACNpED__ - LT.W. BUIL---- _ w"MUM EM8EDUM rao POURED CONCRETE OF 5/16• rAPCON XL AN04M IS 2 1/4•, A3) IN GAS( T*ALLHAT PRECAST STONE. PRECA$T CONCRETE PANELS. PAVERS OR ANY MEEK K FOUND OM THE EWALLII Fl �� SKILL 0 ALL BE LONG ETVOUCir TO NEl1CM THE YAW gTp(TCFOU Om T SAID S>DINC OR EJFS cONSULr TM ENGINEER. C At IYOIGATED ON NOTE A.1) ABOVG FOR JNSTALLAno" ON vurnl (a) ANCHIO" SMALL 9C $MrALLED FOLLOMINO ALL OF INC RECOMMENDATIONS AND SpECIFICATMM OF THE A►ICHOR'S "UFACMRER. (C) SEE SCHEDULE BELOW FOR MMMUN REQUIRED EDGE OISTANC! FOR ANCHORS. 4" 4- — 3" MAXIMUM ANCHOR SPACINGS ARE VALID FOR T /2" 5 1 /2 • N AND 4" — 3 5/8* EODISTANCE MR MR S/AP6.O1to"TAPCON NL', 0 - �',1`',.•.���•'• ,,lip'. ►1,I0 , ^+ P.E. SEAL/SIGNgYURE/OATS 2 HV BLADE T41 1 ILUT TESTING dt ENGINEERING COMPANY IS N.11: "ft 7+. SI•. 300, YW'*" C4ft !L FLCypA .531er (M5)871- ISM . Fw : (303)871 _ 1 S31 •-moi: IJIIeco1•e I. com ES-OM710 WULiYA A Tuff Jr. RE FLORIDA Uo. / 44187 c F, 8. C. lion High Velocit Hurricane Zone 02 EASTERN METAL SUPPLY, INC. AwS. BERTHA J fV TU �■A■ LACcordion Shutter System Amorlcan Shutt&r Systems ASsoclatlon. Inc. 4268 West Roads 0rivs West Palm Beach, FL 33407 Phone: (800)432-2204 • Fox: (581)209-8J80 1 oLo 0l-31• 01/29/01 DATE' V07/25/C + DRAWING No s 08-152 SHEET 9 8111 KNUCKLE (TYp) 2 7/8' NIN. CLEAR SEPARATION BETWEEN BLADE OPENINGS SCALE: 3/8"=1 " I f Y MIN. CLEARANCE TO SLADE To" I I � 11 - 3'0 OPENING E.O. E.G. FLAT POFtT10N OF BUOE O.a625" HY WINDOW I3LVC 44) w WINDOW 2 1/4' CLEAR f 5 3/4- 7 WEEII TABS ON CENTERS L H\ POLI A. T & :.: • P.E. S-FAL7tG1VAME/0ATE 7 a.1875" SECTIONx SCALE: I" AIN D• ZM-mz TILUT TESTINQ -& ENGINEERING COMPANY {S N.W. jo'k %- M,. -M MRCOM DhOf� ' CND (-305)871-1S30 . Far X11 M •-maM IIR•ea0oal �7t-iS31 EB-000gt 0 WALTEII A. RUd it. P.E. ROAN A li / +4147 o.oszs' 7 0.0625' N BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV —STABILIZED GRADE GAYER MATERIAL/SCIENCE LLC. MAKROLON 3103: Typal L PROPERTIES APPLICABIg 3T,Wy W0 REFERENCE EMMSPECIFIC RESULT MEC3IAN�: ASTAI 0792 0.043 Iblira TENSILE YIELD STRENGTH FLEXURAL STRENCT}1 AT YIELD ASiM 0838 9.400 p.l.i. FLEXURAL 41000LUS �� 0790 12,300 P.O.J. nfil ; ASTM 0790 340,000 p.s.i. NOTCHED IZOO FW 9URIgW �'•169AGIES13 a AMU 0256 18 Fr-lb/irk SMOKE DENSITY RATE OF 9URNINC A5rU 02843 47 2 X 'SELF Kill ASM 0635 _ C-1 CLASS WEI�w:: ASIN 01929 1040 'F 1ENSILE STRENGTH ASTM C13S STRESS 8EFaEE WTHRI EACC AMW 8 S 9302 P.O.;. STM 846, p.a.i. F.B.C. (Non HI h V i t H AnSeSnAll, AmerIcan Shuffer Systems Assoofallon, Inc. 4268 West Roods Drive Wout Prim Gooch, FL 33407 Phony. (800)432-2204 Fox: (561)209- s3g0 a%I y urricane Zone) 02008 EASTERN METAL SUPPLY, INC. BERTHA HVTu Accordion Shutter System ry• M OrStRI%10N OATr 1rN �[1Y: I oto os-u4 a7�:s�os arr: o7/2s/De 2 3 DRAWING No 4 08--152 s SHEET ------------- ��C L'..�. TYP. UAX. 5 ALLWINDDW SEE END CONNECIT DETAILS C SHEET 11 FULL HEIC -_ cnw.my V1N5 L.LG /Ai �y/ry Awl %PAMTM TO aAS3 /_L_ �/t A J _ALI y v v/ SYAIAI I CE►ITEWMATES ©® W/ 2 OR QV AM W/O (SE NOiT: 4 ABOVE)PLAN -¢ A r '•� 7. P.E. SEAL�SIGNji�E/DATE I IL Eco 1Mc, TIWT TESTING & ENGINEERING COMPANY 10 ". 34UL m- n. ^ wam �+. ILaie64 !IIOI ph*"* : (305)671-1530 . FOR (303)r>71-1331 e-mail! tat"0109f.com ES-O00571A WALTER A. fXL f Jr. P,L FLCM CA, llo. 1 44101 �► S: _ L. 1 1.• .� . ►,� atc,► 11,E ►f; �,' r. a•.: :11. _ 1• M111. OESiGN PRESSURE RATWO +110. • 110 p.•.f. L MAX SHUTTER SPANI W l ALLVM MOUNANOS: A. D. 0 & N ON 54MM a 7; AS WELL AS 11&ATEM M. 0. T, U i w ON( S� 1• ! is. 14, ONLY Ce"MIA11 4ij �C lim W/ 0R LARE ALLOMMED WM 61) [7'YOVr. WIST gE N4LLUOED ONLY AT OMIOR ACCESS SIDE Of OOPo�iNd u�Im� S. (A) W W4 ODw PLAOC 1Q OWL OKY ALLOW A MAXM)# OF 5 OPENINGS (3'0 HOLES) FDR' RAM Al SPACV= wt MM ON SHEET 27. (A) MW. CLEARANCE FROM TOP OR BOTTOM EDGE OF W N1NDCIW RME 0'r ANY 3'0 MOLE M 6 SHALL BE 12'. C(_)FWW OR QSr aAOE COMM OUT FROM STARTERS AT a= YAy Be HV 1Y�NOOOOW BLADE 1 (0) HV WNOOW BLADE Q MUST BE USED ALTERNATE TO A S" HV MAMO THROUCHMN SHUTTER'S MI10iN. (E) TES SHALL MNAY3 BE NSTALLEO AD. 4Wff M A SOW W BLADE 1 AT Eff" SIDE OF THE)iE. (F) PCIL1Tr1RBOHAT[ ►qV WN" 62 SFytiL BE WSTAUED SO 7W TAN FACE CHLY N-FAum 00 LOCKM USM A W SSET M TOOL PRGM1rMBy ASSk NO. A. SEE A`#Q" sPACNVG SCNE u FOIL INSTALLAnONs wm W000 FRAME, f &D"S ON SHEET f a AS LAMM By SPAN AM DESIGN LGMO (SEE NOTES ,3. 7, SEE ANCHOR SPACM SCHEDULE " INSTALLMAS WO POURED CONCRETE OR OONCREZF BLOCt( WALL ON SHEETS 13 i 14 AS LIWW OY SPIN ANO DESIGN LOAD ($a NOTES f i S AMU ti. AMfWM 97APATM TO CAN SCNEDIULI, PM AMU E-1990. WINO ZONE MWIMUM -SEPARATION To CLASS f T14AU 3 1 • 4 &25' F.B.C. (Mon If h Velocity Hurricane Zone ® 2008 EASTERN METAL SUPPLY. INC. AmSzSjL BERTHA HV�` Accordion Sh utter System American Shutter Sysfems 11 ocs"Em I DATC DUWW 8V- W.C.V.IF.P. Assocfaffon. Ina:. I OLD 03-394 07/25/06 DAM 07/2e 4268 West Roads Drive 2 West Palm Ijwch, FL 33407 y DRAWING No Phone: (so(3)432-2204 . Far; (561)209-8J8o 4 08-- 152