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HomeMy WebLinkAboutSUBMITTED PAPERSxG�...�,.,.,,...._•. �� ANNING & DEVELOPMENT SERVICES DEPARTMENT o BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SC IV�ji 772-462-1553 STORM SHUTTER PERMIT Luce COUnty / APPLICATION FORS I DATE: l( PERMIT NUMBER 1. LOCATION/SITE ADDRESS: M o s ©G E1q1t),0A- 2. PARCEL ID NUMBER: 7 ,5 ©� ©� 00 63 — ®©D — l 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: /ti S r/YG{-�9'i'C�� v ©� / i4660•e1VI©W S� Tim 4. TYPE OF STRUCTURE: SIR ADDITION OTHER 5. OWNER INFORMATION 6. Name: Address: 2-� City: %2 0 0-4�� !/1(ptate: �_✓ zip: 306 Phone: -? M - 7 Type of Surface attachment: Wood Frame Concrete CONTRACTOR INFORMATION FL Reg/Cert #: County Cert #: Business Name: Phone number: Masonry Other Maidmum Opening Pressure per Product Compliance Method of Attachment Product A.S.C.E. 7 Report # As per Product Approval or Engineers Type Anal sis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels TOP ,aD ccordion oll U Colonials ther ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ONBACZ 7. VALUE OF CONSTRUCTION: $ O 6931 ° �D FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is c work wil a done in compliance with all applicable laws regulating construction and zoning. PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER SIGNATURE OF R O CONTRAC R/QU IFIER STATE OF FLORIDA, COUNTY OF , ,,I f D BEFORE ME THIS DAY OF 20 (I I BY,+M `k 6\CLe4fH `�eO ONALL ACKNOWLEDGED KNOWN TO ME OR WHO HAS PRODUCED A . AS IDENTIFICATION. SIGNATURE OFAMARY TYPE 61t PRINTVANIE OF NOTARY SEAL ANGELA M. HUFF TITLE: NOTARY UBLIC COMMISSIO ER :=4 it MY COMMISSION # EE O8,^-,510 EXPIRES: April 12, 201 s SLCPDSD Revised 96/17/2010 ; '�i,,'q'f �� Bcnded Thru Notary Public Undensr!ers Property Appraiser - St.Lucie County, tti� �- Page 1 of 1 Gino Raffin Record: 1 of 1 Property Identification Site Address: 9960 S OCEAN DR 1503 Sec/Town/Range: 02 :37S :41 E Map ID: 45/02S Zoning: Ownership and Mailing Owner: Address: Sales Information Date Price 2/6/2004 415000 2/1/1985 174000 Gino Raffin Delores J Raffin 3242 Parkwood Dr Rochester Hills MI 48305-3652 PROPERTY RECORD CARD <ePrev Next >> Spec.Assmnt Taxes ParcellD: 4502-702-0063-000-7 Account #: 122238 Land Use: Condo City/Cnty: St Lucie County Legal Description THE MIRAMAR II UNIT 1503 (OR 1898-2057) Assessment 2010 Final Code Deed Book/Page 2010 Final: 289300 00 WD 1898/2057 Assessed: 289300 00 CV 0459 / 1212 Ag.Credit: 0 Exempt: Taxable: Taxes: 6012.86 BUILDING INFORMATION 13 Exemptions Permits Home Print �0% . ; Total Land and Building Land Value: 0 Acres: 0.02 Building Value: 289300 Finished Area: 1602 SgFt Exterior Features . 3900 View: Ocean RoofCover: - RoofStruct: - View ExtType: X092 - ThMiramarll YearBlt: 1984 Frame: - Grade: X92B - MiramarllB EffYrBlt: 1984 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 2 Electric: - PrmintWall: - FullBath: 2 HeatType: - AvgHt/FI: STD 1/213ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth 1 0400-Condo OF -Unit 0 0 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=450270200630007 7/6/2011 JOSEPH E. SMITH, CLERK OF THE FILE # 3607006 OR BOOv-'305 j . Pl>81�2t[m>iR+B CIRCUIT COURT - SAINT LUCIE COUNTY PAGE 2777, Recorded 07/06/2011 a` -2:55 PM Florida Statnca heredh by given notice that hapmvemmt WM be made to "attain seal pmperty, and in accordance with r 713, !lowing f lfarmation is provided in to Notice of commem=cnt y5da--lea- pp _ 1. DESaaM0IS osPRoPattTy (Legal dasaiption and Street addrrs� if available) TAXFOUO NUXM: I St a -1 SUBDlwsroN 1"he/0 ' oe ar�ar TRAcr LOT BLDc 2: GENEPALIMSaiIPrtoN OF 3.OWNxitWoananoN: aName 4Ad&&= 0. 4�0laar�r dNanoandaddrmoffeesimple tl a holderesfatheramOwoe4 4.-NTRACrOR'SNAME,ADDRESSAMPHONEMMM . .lit.! IN-1 1401 VIA 't1 t r. 71VI tt9 K S. St1UUrSNAM3r. ADDEM&8 DPBON&NMMMANDBONDAM UNr. 6, I=X&SMAMFeADDR=A!MM0nNUnr = 7. Persons within the State OfFlorida designated by Omar upon whom,M or other docsffieats may be served as provided try Section 713.13 (1) (a) 7, Florida Stahstes NAME. ADDR&SS AND PHONE NI1n1EEat L In addition to himself orharsel£ Owner designates the fotlowing to receive a copy of the Lieour s Notice as 713.13 (1). (b), Florida Statutes: lu?hded in Section NAME ADDRL.S AND PHONE NMMM 9. Exphation date of notice of commencement (the aKph tion date is 1 year from the date ofrecordiag unless a di$eseat data is 20 MAD1,113 &BYTHP OWNER xTeR TF�fi�rPm errnw s 713 PARTL S=?171713 Ft f,�Rtnd CrAFT= AND CAN 10 Signature of Owntir or l oa ae a / Pr /¢LTjtj J Owner's Anttiorfztid Officer irector/Partner/Manager PriatName and Provide Signatory's TitIe/0ffiee State ofFlodda Coumty of 'lire f//oreegoing instrument was aolmowledged before in, this day of r n� 20 1 By l^f� no�Gi rii n as 0%,ohe Y (name ofperson) (type cf aatho ' For rtty,... e.g: officer, trusteq attorney iO 8ux) (nameofpartyonbehalfofwho fostnuDeatwasexecuted) ' Petsodillpy>a���S�IEIDfPIlowing type of identifiption: C..# Jamie 1leissenberg 1 . 7 tU S52 t "sion 4 DD873779 Bo r piths; MAR. 24, 2013 f o runaAILANYIc aotmrHo m, me (Signature ofNotary Public) UMP7 lam that I bave read the foregoing and tbat the facts in it am trot to the best of my knowledge and borlda latntes). asture(s) Owner(s)orOwner(syAthorkedOElear/Director/Partaer/hianaeerwho signed above: BBY aev.os•a9.0J (SRacenrm� STATE Of FLORIDA ST. LUCIE COUNTY THIS ISTO CERTIFYTHATTHIS IS i TRUE AND CORRECT COPY OFTHE ORIGINAL. By jOg pLMITE, LER Dep� Date: i� i I A 9UfLD/NG S PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS &CLADDING (P S F) FOR ASCE 7 05 PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET • BASIC WIND SPEED = 140 mph CATEGORY ll BUILDINGS (1=1.00) RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF HEIGHT 2 LL�� A < 20 FT rr 6 20 F% C A < 50 FT Ye A > 50 F7' rr (h) PO NEGATIVE PoSIOVE NEGA7N£ POSRNE N£GA71YE 0' - t5' 42.E SZ2 40.5 52.4 37.8 46.8 > /5'-20' .-"+/5.4 60.8 43.0 55.7 40.1 49.7 > 20'-25' f- 6 63.7 45.1 58.4 42.1 52.1 66.2 46.9 60.7 43.7 54.1 70.3 49.8 64.4 46.4 5Z5 LT 52.2 67.5 48.7 60.3 > so'-6o• 57. 76.6 54.2 70.2 50.6 1 62.6 OAU FOR lGUMF'ONt N1J EC GUAUUIIVL, (f J f J IVR AJI.L /- - -1-1 BASIC WIND SPEED = 140 mph CATEGORY 11 BUILDINGS (1-1.00) RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF HEIGHT A < 50 FT rr A > 50 F72 rr (h) POSINVE NEGATIVE POSITN£ NEGATVE > 60' - 70' 54.1 99.1 49.2 85.3 > 70' - 60' 55.6 102.0 50.6 87.7 > 80• - 90• 57.0 104.5 51.E 89.9 > 90' - too' 58.3 106.9 53.0 91.9 > 100' - 120' 60.6 111.1 55.1 95.5 > 120' - 140' 62.6 114.7 56.9 9B.7 64.4 718.0 160' - 180' 66.0 121.0 60.0 104.0 - 67.5 123.7 > 200' - 250' 70.7 129.6 64.3 111.5 > 250' - 300' 73.5 134.7 66.8 175.8 > 300' - 350' 75.9 139.1 69.0 119.E > 350' - 400• 78.1 143.1 71.0 123.1 > 4O0' - 45D' B0.0 146.E 72.E 126.1 150.0 74.4 129.0 -MR&- l.) INS CERiiAED SIGNED AND SEALED WIND LOAD SCHEDULE, PREPARED BY THIS ENGINEER, B95ED ON ASCE 7-05. SECBON 6 STANDARD, FOR A BASIC WIND SPEED OF 140 MPH, AND APPIIGABLE IMPORTANCE FACTORS It EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMARON FOR A SITE SPECIFIC PROJECTT, 2) RfIS WIND LOAD SCHEDULE MUST BE SIGNED, SEALED AND BATED BY THIS ENGINEER ff USED 70 OBTAIN A ONE 17ME BU/LDLW PERMIT. 3.) CONTRACTOR OR PERN? HOLDER TD BE RESPONSIBLE FDR THE SELECDON OF DESIGN WIND LOADS BASED ON DNS GENERIC WIND L040 SGLEDULE 4.) THIS WEND LOAD SCHEDULE SMU. BE CONSIDERED INVALO IF ALTERED BY ANY MEANS. S) DESIGN WIND LOADS SELECTED BY THE CONTRACTOR OR PERMB HOLDER FROM THIS WIND LOAD SCHEDULE SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMB HOLDER (a.g., SPREADSHEET, OPENING SCHEDULE/CHART, ETC) - r This in Not A Master Draping: Valid Only For One Time Permit INDICATED PRESSURES CORRES'PoND TO THE MAXIMUM £ND ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. * SHUTTER AREA DEFINED AS: (1) A = L L FOR SLAY£ WHERE L SLAT SPAN. (2) A = S It L FOR gTORM BARS WHERE S = SPACING BETWEEN STORM BARS L = STORM BARS SPAN. (3) A = L x h/2 FOR HEADERS, WHERE L m HEADER SPAN. h o STORM BAR HEIGHT (SPAN). (4) S- SPACING BED WHERE MULLIONS L = MULLION SPAN. 711A/[7lr PRODUCTS WHICH BFAR A MIAW-D1DE COUNTY OR A F.B.C. APPROVAL ?01 ''0 1 , �I BUILDING SCMENA 2007 PLORIDA BUILDING CODE (NON HIGH VELOCITY HURRICANE ZONES)_ ASCE 7-05 / WIND LOAD SCHEDULES AS SHOWN ROLL -UP SHUTTERS rrr SC4LE 3/8/ON 1�C r O WIND LOAD SCHEDULE DATE Y v INe. B4S/C WAND SPEED - 140 mph T/LLT nwind & ENOINEER/NO COMPANY £XPoSURE C. Kd - 0.85 08-060 '•s• NM ' stx �= '� r•""^� B MIN Riaro : (.wA nn-Asw . ra , lw7en-ASR A¢tmml AAQ Mn rI AASa1M II - DRAWING No MAY 01 2009 WALTER A RLUT 4:._ E m: r _ 4z mil°° - - - _ SHEET 1 OF 1 NAME RAFFIN SHUTTER WALL UPPER LOWER STORM HEADER STORM TYPE PRESURE �� TRACK- TRACK HEIGHT BARS REINF PANELS INTER/END DETAIL DETAIL # REQ'D REQ'D BOLTED ZONE -EW Y/N Y/N Florida Building Code Online," Page 1 of 3 BCIS Home ( Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publicati, Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL11354 ` Application Type New Code Version 2007 qq y Application Status Approved Comments Archived C Product Manufacturer American Shutter Systems, Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 841-5480 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal. cc Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a FIi Florida Professional Enginee DY Evaluation Report - Hari Florida Engineer or Architect Name who Walter A. Tillit, JR. developed the Evaluation Report http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvIL5KI 5 SWId... 6/15/2009 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTE74 SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE OR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR Kd-0.85, IN ACCORDANCE WITH ASCE 7-05 STANDARD. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED. WERE NOT OVER STRESSED, A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ha USED IN THEIR ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WAND AND URGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS -NV BLADE (D 00214.01-03, f0715.01-03, #1004.01-05. f1214.01-05 AND 0317.02-06 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS AND ASTM E-1886 AND E-1095 STANDARDS MISSILE LEVEL D. WIND ZONES 1. 2, 3 & 4), HV WINDOW OLADE,0f0605.01-08 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS AND ASTM E-1886 AND E-1990 (MISSILE LEVEL D, WIND ZONES 1, 21 3 & 4). -NY BLADE W 10422.01-05 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS, 2. HIV BLADE m AND HV BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4; EACH WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH SECTION B..OF ASCE 7-05 STANDARD. ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST Be APPLIED TO THE CORRESPONDING WIND ZONE THIS SHALL INCLUDE REQUIREMENTS FOR MN. SEPARATION TD GLASS. OEUMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY. OF COMPONENTS FOR HV BLADE 1 & 2 ACCORDION SHUTTERS SYSTEMS FOR BUILDING OFFICIAL ATWIND ZONE VTOL BE TIME PERMIT IS APPLIED CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND AM 7-O5 STANDARD, AND SHALL BE SUBMITTED TO THE MY BLADE 0 AND'HY WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. 3. BERTHA H.V. ACCORDION PINS (HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE f 102,75 AND i 14X1.75 RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS ECISIE WITH WITH STEEL SCREWS 135-0 k5I YIELD STRENGTH I SHUTTER SYSTEMS D 180A .1 TENSILE STRENGTH. BEM THEPINS SHALL HECOATEDON� EIS FAD NV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING MP 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-tS ALLOY IS 31.7 k.1 AND 35.7 b1 FOR 6005-75 ALLOY. 5. ALL SCREWS To BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 60 WI MIN. YIELD STRENGTH AND 90 kel MIN. TENSILE STRENGTH. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kel MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: IRO BLADE W : 13,14.15.16 AND 17 HV BLADE bit : 25. NV BLADE O h ® WORKING IN UNISON: 13, 14 & 16 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT f6.770,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 15'458,179 ISSUED TO EASTERN META. SUPPLY, INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAM, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. To. EACH U UNIT ANDD ENOACE OR LANE ALL HV AIN HD WCLLKSPLACE WITH WARNNG NOTE- DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS. MUST PROPERLY CLOSE ALL HV AND H 1� UTTM M NU1FACTURER'S�BE LABELING SHALL BE LOCATED WITH SECTIONREADILY VISIBLE LOCATIHE ON A BUILDING SHUTTER IN ACCORDANCE WITH SECTION 1714.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE CED FOR 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE - PFRNIT IS APPLIED 70.. 13. (a) THIS P.E.D. PREPARED Br THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: I.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.EO. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,,B.ASED ON THIS P.E.O.. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY- (c) THIS P.ED. WILL BE CONSIDERED INVALID IF ALTERED By ANY MEANS. (d SITE SPECIF10 PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE PONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.ED. ENGINEER SHALL SUBMIT TO THISLATTER THE SITE SPECIFIC DRAWINGS FOR REOEW. (e) THIS P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, fT_1L ECO,Iy�. TILLIT TESTING k ENGINEERING COMPANY 55 NW. 35t St. eta 305. YWGWW GARDENS. FLOROA 331.0 ph... I (305)671-1530 . F..: (305)571-1531 _.It! 011.e.aa.l.eam DEB-0005712 WALTER A TILLIT Jr. P.E FLORIDA Us. (t 44167 P.E. 5 TABLE OF CONTENTS AREA 1- HV BLADES (j) Ado (2) GENERAL NOTES SYSTEM COMPONENTS 1-20 SYSTEM COMPONENTS 21-37 TYPICAL SHUTTER ASSEMBLY 38-43 AREA 2, HV R ADE M AND HV WINDOW D SHEET 1 SHEET 2 SHIN' 3 SHEET 4 BLADE ffl� (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. SHEET 5 INSTALLATION DETAILS A-E CONCRETE/BLOCK SHEET 8 UWALATION DETAILS F-L CONCRETE/9LOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTFRMATE ALTERNATING DETAILS HV SHEET 9 CENTERMATE DETAILS NO SHEET 10 END CONNECTION DETAILS 1-6 CONCRETE/BLOCK SHEET 11 MAXIMUM SPAN TABLES SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 15 ANCHOR SCHEDULE- WOOD SHEET 16 ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M-R-WOOD SHEET 16 INSTALATION DETAILS S-X-WOOD SHEET 19 END CONNECTION DETAILS 7-12. X SHEET 20 AREA 3: HV BLADE m ONLY TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. SHEET 21 INSTALLATION DETAILS AA-GG SHEET 22 CENLERMATE DETAILS HD SHEET 23 END CONNECTION DETAILS 1-6, X SHEET 24 MAXIMUM SPAN TABLES SHEET 25 ANCHOR SCHEDULE CONCRETE SLIEST 26 ARFA 4• HV WINDOW SLADE TYPICAL WINDOW BLADE & WINDOW DETAIL ON Y SHEET 27 TYPICAL SHATTER ELEVATION SHEET 28 F.B.0 A.S.SwA. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fa.: (561)209-8380 n High Velocity Hurricane ® 2003 EASTERN METAL SUPPLY, INC. j BERTHA HVTM I Accordion Shutter System DRAWING No 08--152' rah VMDD9 0 HV SOLID BLADE COVERED UNDER US PATENT f 5458179 HV WINDOW - BLADE LIMITATIONS OF USE OF BLADE ® O S 6063-T6 ALLOY AND TEMP ©HV AN. FLOOR TRACK QUALIFIED FO USE W/ HV BLADE I & 2Q 6063-T6 ALLOY AND TEMPER 1.217' QtU• ...DB]' O60• _ � 60' 4 , 670 1.686' c 35 11 FtV CEILING HEADER q UAJFIED FOR USE W HV BLADE SEE SECTIB FOR e VARES I9 b 7e• � O MO%. ri N 1 .14 1" ]85' 2 HV BLADE C� l\ 3OHV UNIVERSAL FLOATER COVERED UNR US PATENT it 5450179 QUALIFIED FOR USE W/ HV BLADE 1Q&� ®HV DIRECT MOUNT 6DE005-TS ALLOY AND TEMPER 60D5-T5 ALLOY AND TEMPER QUALIFIED FOR 1� USE W/ HV 28 BLADE Y" & 12� 3 26• SD0' ♦ 6063—T6 ALLOY AND EMPER .085" RQ 7 2 670' •) p .994' .000` 72 S 842 in 0 4.436' 07 HV ADJ. ADAPTER W/UP _ .9 QUALIFIED FOR USE W/ HV ® 920 BLADE 01 & 2� QUALIFIED Fog• US�W HV gO HV TRENCH TR CK 6063-TG ALLOY AND TEMPER BLADE 1 & 2 QUALIFIED FOR USE W/ HV 6 T6-AL , AND TEMPER BLADEQ2 ONLY. VARIES 6063-T6 ALLOY AND TEMPER 1" 1.915• VARIES 1.936' ar. as. m .083" °D .083 D9 12 .100 j 060, 670 4• 870 3 � 70 /r• © HV HEADER/SILL 13 QUALIFIED FOR USE W� HV GLAD- ONLY O O ®HD WALL HEADER/SILL 6063-T6 ALLO AND TEMPE QUALIFIED FOR USE W E 1 R VALIDITY. QUALIFIED F0& USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. fi063-T6 ALLOY AND TEMPER O5 HV 90180• STARTER QUALIFIED OR USE W/ HV BLAO 10 HV RAINGUARD_ QUALIFIED FOR USE W/ HV BLADE 1 & 2. 6063-T6 ALLOY AND TES R QUALIFIED 3.581" T / X Y t \ .1250.192' 1" 7YP.-1— 0.190' X Y t TYP. 1" 2" 0.06Y 2' 2' 0.062' g N 2" 3' 0.062• lk It 2" 4' 0.062" VARIES ou o00" To .DOD• VARIESFROMs 000• � 7•� ' 0 CORNER POSTS 2" 5' 0.0aa' a QUALIFIED FO USE W/ W 1 SIDE ANGLES 17 B.O. WALL ANGLE 18 B.O. WALL ANGLE ®7 B.O. WALL ANGLE BLADE�1 & 2Q QUALIFIED FO$3,, USE W/ HV QUALIFIED FOR USE W/ HV BLADE Q QUALIFIED FO0USE W/ HV 6063-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE Ul ONLY, 6063-TS ALLOY AND TEMPER BLADE 1 ONLY. BLADED & 2) 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY ND TEMPER tl9 6063-T6 ALLOY AND TEMPER F.B.C. High Veloci ICOne Zone) 02008 EA57ERN METAL. SUPPLY, INC. of- ;r i0, 4!Y 77 fT L ECO,,c. TILLIT TESTING '& ENGINEERING COMPANY 53 R.M. 361h. SL. SIC 3D3. VBI M GAROM FLOWM 33195 PhD" 1 (305)871-Du30 . Far: (305)871-1531 .-m 0: 611•enOoalsam EB-0006719 WPLTFR A. 71LUT Jr. P.E. FLORID, Ua. / 44107 A.S.S.A, American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fox: (561)209-8380 1 BERTHA HV TM - I Accordion Shutter System 05-364 DRAWING No 08-152 N 'b C a.4 hqA 21 HV CENTERMATE L C s• QUAUFIED FOR USE W/ W BLADE D& ®0 FED FOR USE W/ HV BLADE 1 & A LY 6063-T6 ALLOY AND TEMPER pUA I6063-TS ALLOY AND TEMPE Z� LY f�T NFAD/ 1�RF r*wxSpx'.Nr- (2 NAMM 55L.A TYP.) ClSYR .o P ITO) (CNFDME � vuTm) .97 " HV OQK S Q®IFIEDFRI�E W/ HV BLADEQ & QP7 NLY—.- 74' 6063-T6 ALLOY AND TEMPER Y4.1501 Innt- 2Ysa' 82 FRONT ELEVATION " " MAT LOCKER FOR "T" LOCK CENTERMATE ®QUALIFIED FOR USE W/ HV BLADE 1 ONLY ® HV FEMALE "T" LOCK CENTERMATE ® QUALIFIED "T" LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE (1lONLY QUALIFIED FOR USE ©QUALIFIED FOR USE W/ HV BLADE(a)ONLY ONLY 6063-T6 ALLOY AND TEMPEN�' W/HV BLADE QONLY. 6063-T6 ALLOY AND TEMPER 7.917 9 3.181 .063' .OB] . 62' c .214" .214' o � o .40 OQUALIFIED FOR USE W/ HV BLADE 1 , & e 6063-TB ALLOY AND TEMBET(--�—_ / VAR-2 12" MIN. / fp• 4 2D ss oa 3/av-1s HUMEIIETAL TAILS) (IYERS. • (sEE OETAas) � ®LQ�KING ROD QUALIFIED FOR USE W/ HV BLADE 1Q & Q 6063-T6 375'0 ® H( 3/8"0-16 ACETAL THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE �" N*. 44167'; /r: trl :�•�� P.E. SEAL/S141��Ti9RE/�l T F®ALI60lOTERE63TAYANOEP1 TA &O2 tt/2' cy'/4-0 P}V 114" 0-20 AISI 304 I S S.S.THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1 & Q F=IL C O INC. 71WT TESTING & ENGINEERING COMPANY 55 Lw, 3s%h. sL. sta 3a5, VIROwN a4soms. nmaA 33ma Phone : (305)671-1530 . Fax : (305)671-1531 —.I: tat ... 04cl.aotn EB-0008719 WALTER A. TILUT Jr. P.E. FLCRIDA U. If 44IS7 1/4 14'-20 CAW 11QUSIta: ZZEL HUED PANTO TURN-* _8. BRASS OUNDIR mwwaM PUTMI ® RV MESS LOCK' QUALIFIED FOR USE W/ W E 1Q& ® ONLY. -.250' O.D. 18' t8' r R60* AFTER RIVET X 3/4" BEFORE RIVETING - *SEMES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE SHEET NUTSW. PART / 0620. AS MAHUFAGfVREO BY,CHERRY TE%TORN, PARSIPPENl. NEw JERSEY 07a EOI LIFIED FO�B USE W/ HV BLADEII)ONLY. ,25V-' W .545' N0 n Ileo r m UU 0 .804' QO VTNUMBTURH CYLINDER OR KEY CYUINDER 0.975' Min. 1 .125' Matt. Q5� � 2S TROMOTURN �. CYLINDER OR KEY f 1Rn CYLINDER - 1.78 May. ® HD LOCK BY REOENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ W BLADED• 11' & 2D F.B.C.Mon High Velocity Hurricane 7 A.SmS.A. American Shutter Systems Association, Inc. 4268 West Road. Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fas: (561)209-8380 ® 200B EASTERN METAL SUPPLY, INC. BERTHA HV" Accordion Shutter % 05-364 DRAWING No 08--152 , f l ASSEMBLY SCHEDULE FOR HV 1 HV AND HV BLADES. ff O HV BLADE 1 HV BLADE 1A O HV BLADE 2 — ® HV LONG RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING 40 HV NYLON HAT WASHER 4i HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188"2 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD HV 2 3/4" ACCORDION PIN W/ #8 HEAD ®POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) s (1) 14V PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR W ® BLADE. (2) HV PIN ® MAY BE USED IN UEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(2) BLADE WHEN CORRESPONDING TO INSTALLATIONS 'CC" AND 'OD", SHEET 22. (3) HV PIN © OR ® W/ 1/2- O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEETS 11 do 24. EXTERIOR I I ® ar (VEELIREMENTS) ® or NOTE FOR z>< F TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" - 1" f0,324' .048� 0 TYP. •9� WHEEL CARRIAGEDETAIL N.T.S. EXTERIOR HV PIN © OR ® AT EXTERIOR BLADE'S KNUCKLE. (SEE NOTE • FOR REQUIREMENTS) ASSEMBLY LAYOUT N.T.S. F.B.C.(Hon High Veloci( Hurricane Zone).' '`•/ 7/mil © 200E EASTERN METAL SUPPLY, INC. yp` a BERTHA HV"" 1 L E C O A S S A Accordion Shutter System I N C. ■ ■ ^ • �- American Shutter SyatemS TILLIT TESTING &ENGINEERING COMPANY EV• N DESCRIPTION DATEDRAWN Bn M.C.V. F.P. I OLD os-364 D7/2e/0e -t-- 07 28 08 • V- a iCf >- ♦ ,• 53 N.w, 36N. St.. Slx. 305. VItGWIA GARDENS, FtORIDA 331ee Association, Inc. 2 DRAWING No Phone : (305)871-1530 . Fax : (305)671-1531 4268 Weet Roads Ddve hr g� YDOB 3 a -mail• Ltt. CaWxcm West Palm Beach, FL 33407 �8—52 4 v,•, =.1._ WALTER A TAUT Jr, P.E. Phone: (800)432-2204 . Fox: (551)209-8380 a SHEET 4 OF 24 P.E. SEAL/SIGNATUREADATE FLORIDA Ua, 1 44167 6 IF H CQ HYC OF CORNER CENTERMATE ©� ©°R Q • �ae®� ©pe Q•®aAQ•QQa1s•�s TYPICAL 1 HV BLADE SHUTTER ELEVATION N.T.S. 1. MANDATORY CON12R1N 41, ONE HV LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN � OR 12' ABOVE OR BVW j[2 OF SHUTER SPAN FOR SPANS UP TO IDS', AND FOR INSTALL�ITIONSdT ANY ELEVATION. HV LOCK Q� or/ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TD �1 OR CENTERMATES W/(2) 1/4'0-20 x 1/2' LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS A INDICATED TYPICAL SHUTTER ELEVATION. 2. ,Gffi • IF DF5OtE0, FOR BETTER PERFORtAWCT: OR FOR SECURHTY PURPOSES, UP TO TWO HV I O(:NS OR MAY APSE^ a_-...r:..�" :"anr na nLmIDE LOCg. _CONNECTION. OF LOCKS 70 CENTERMATES ON NOTE (1) ABOVE. AS INDICATED ON TYPICAL SHUTTER ELEVATION. CANE POSITION, BUT E USED IF DESIRED TO ENHANCE SHUTTERRODS PERFO PERFORMANCE. LOCKtNOIR DSTQUORIAN ALTERNATIVE DEVICEMAY MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). ONE HV LOCK ® SEIALL BE USED AT CORNER CENTERMATES FOR AND INSTALLATIONS Y E E LACK, ATTACHED TO ® CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP Nk BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED -AS PER SCHEDULES SHOWN ON SHEET 12, S. ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF EN LOCK or FOR ANY SPAN AND INST TIDNS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-200/4' S.S. THUMBSCREW TO ® OR ® CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4' ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES ON HV "T" LOCKS AND CENTERMATES: 1. SECOND &nftm TO MANDATORY DITION J11 VALID ONLY MR W 'I' IQ=QK iM AND ONE ALTERNATE HV 'I' LOCK eO MAY BE INSTILLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND 1 STALLATIO AT ANY ELEVATION. AL NATE LOCK p0 Y BE USED AS AN INSIDE OR 0 IDE LOCK. ATTACHMENT 0 (9 INCLUDES USING REINFORCING LOCK W AS SHOWN ON SECTION HVG, SHEET B. WHICH MUST BE CONNECTED TO CENTERMATES ® AND ® W/ 1/4'/-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'45 x 3/32' WINGNUT OR W/ 1/4'0-200' S.S.M.S. INTO A 1/4% 3/8' RWNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. * D 1. }QL,jQ(,' : ONE ALTERNATE HO TACK ® MAYBE USED IN UEV OF HV LOCKS Qj OR 0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION, ALTERNATE HD LOCK ® MAY BE USED INSIDEAS AN REINFORCEMENT INSERTI0 A CSHOWN �ON SECTIONS DHDB KLNB AND HDC- C, SHEET 30.BLOCK MAY BE INSTALLED AT 6 MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® IS COMPLETELY OPTIONAL IL ECOfNc. •�' f 7 • ' TILUT TESTING & ENGINEERING COMPANY -c.,•• ,. �-.'' 6353 WK 3M. St, 5W. 303. MR.011 IA WIDENS, FLtx3DA 33165 •� t:; " j f(��•70 •Y �L L+( Phone : (305)671-1530 1- : (305)871-1531 anon: aa.eom -t- ��,�rx`t ER- 0a67067 19 ALTER A. f Jr. P. P.E. Sii 4 �l6PfAif1 E/DATE U7 F.B.C.(Non High Velocity Hurricane © 2008 EASTERN METAL SUPPLY, INC. BERTHA HVM A■S.S■Au Accordion Shutters) Amertcan Shuffer Systems Ev. wd uswuPTIDN I DATE I DRAWN M Assoclaflon, Inc. 1 am as-3e4 w/xs/oa DATE* 4268 West Roads Drive West Palm Beach, FL 33407 PhDne: (80D)432-2204 . Fax: (581)209-8380 x DRAWING 'No 4 I ' 08-1521 E E. ® HV WALL HEADER INSTALLATION POURED CONCRETE r POURED OR CONCRETE BLOCK CONCRETE FEQUIREO CONCRETE ANCHORS.,.. REQUIRED CONCRETE ANCHORS 1 CHINE O53�/E S. SEE SCHEDULE ON (SEE S ULE SHEEP 13) SHEET 13) NUTS O4.12' O.C. I fin• 1 4'e-20x3/4• S.S. 1. MIn. OR 1 B ED, -E INE SCREWS E Q -- USING 1/4•-20 NUTS O 12. O.C. 13 OR _ In. .257' Mox. PD/ N _ 13 15 OPTIONAL , I i MIN. SEPARATION TO CLASS" (SEE SCHEDULE ON SHEET 12) EXISTING : ' I GLASS-1 BO HV WALL HEADER INSTALLATION 0R � MIN. SEPARATION TO CLASS I g i (SEE SCHEDULE ON SHEET 12) MIN. SEPARATION TO CUSS (SEE SCHEDULE ON SHEET 12) ©NV WALL HEADER INSTALLATION _ MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 711 , OPTIONAL I 1/4'1 E. - Lt�1111 Max. OPTONAL I I r1/4- Mox.O 19 13 OR 1© TTRUSS 1/4'e-20x3/4' S.S. 7EE- PHILLIPS TRUSS HEAD 4'o-20x3/4' S.S. PHIWPS MACHINE SCREWS USING CONCRETE ANCHORS HEAD MACHINE SCREWS W-20 NUTS O 12" O.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS O 12' O.C. Min. POURED CONCRETE SHEET 13) POURED CONCRETE -J OR CONCRETE BLOCK - / Y L---CJ OR CONCRETE BLOCK REQUIRED WALL REQUIRED Q HV WALL SILL NCRETE ANCHORS INSTALLATION (SEE SCHEDULE ON �HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WADI, SILL INUALLATION NOTE FOR COMBRATIOjLCESECTIONS: INSTALLATION DETAILS W/ 1— SEE SHEET 4 FOR TYPICAL. SHUTTER ASSEMBLY SECTIONS CAN BE COMBINED • E. D. - EDGE DISTANCE SEE ' SEE SPECIFICATIONS ON SHEET 14) BLADE BOON $F1EEft 28 FOR (� HV ' B LA D E 2- MOUNTING IN ANY WAY TO SUIT ANY INSTALLATION. M1 F.B.C.(Non High Velocity Hurricane Zone) 02008 EASTERN METAL SUPPLY, INC. BERTHA HV �, . _, r.• ��, �-- A S S A NO. 24 1a7 Er----�— ■ ■ ■ ■ Accordion Shutter System Americon Shutter Systems TILLIT TESTING 6L ENGINEERING COMPANY !EV. FIG DESCRIPTION DATE DRAWN BY: Wj"-/U,/L0 I OLD 05-364 01/25/03 DATE. 07/25/08 • K.W. 38N. St. St. 305, M%— GAIMENS. FLORIDA 33166 Association, Inc. 2 3 DRAWING No yw .A•8_106&' Phone (309)871-1530 . Fax : (305)871-1531 a-maS GTlecooaol.co.n 4268 West Reads Drive West Palm BeOah. FL 33407 �� " �'/" • •rye "' _ - Ea-=11111. WALTER A TILNE Jr. P.E. Phone: (BGO)432-2204 . Fax: (561)209-8380 4 OS-152 3 SHEET . P.E. SEAL/SIGNATURE/DATE nOR0A U.. % 44167 6 6 OF 28 „a • a I l�fi77�il�if�clT;i(ti � 1w �E � cmaRMO 1 OR ® � i aADmO)s� © HV CEILNG INSTALLATION I i uN SWAP —to ag , T � �; a EXISTING GLASS I ' I I "l I e , BR 15 e �3 814M3/4' HEX HEAD j' I, i TEK SCREWS ® 9' O.C, I OR 1/4'#-20 S.S. M.S. r CONCRETE ANCHORS n W/ NUT to9' O.C. (SEE SCHEDULE ON SHEET 15) .v EOCE OF SLAB BI APPLICABLE d ER11- SEE SHEET 4 FOR TYPICAL SHUTTASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBII, % IN ANY WAY TO SUIT ANY INSTALLATION. I m r OR QOTE 7.1�t IE9 ON r ALTERNA I' I i ANCHOR LOCATION j10M3/4' HEX WASHER HEAD 3/e wx TEK SCREWS a 12' O.C. r J/If YL!� CONCRETE ANCHORS ♦ 7 ' (SEE SCHEDULE ON SHEET 14) OF 1' EDGE OF ABLE E0. E0� SLAB IF APPLICABLE ® HV FLOOR INSTALLATION t HEM WASHER SCREWS e .D.S. I. - EXISTING G ASS amVJ 8 EDGE OF SLAB IF APPLICABLE POURED CONCRETE REQUIRED FIAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) (D HV WALK —OVER INSTALLATION MIA OR CQNCKLTE BLOCK BHEG ID) REQUIRED (j) HV (g) HV WALL FLOOR INSTALLATION ZN WALL, WALK —OVER INSTALLATION INSTALLATION DETAILS W/ THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED TH V BLADE D EV B LA D E E. E n EDGE DISTANCE ♦ SEE UM DNS OF USE FOR (SEE SPECIFICATIONS ON SHEET 14) OENTRANCE TAN OPERABLE EXIT BLADE •Q ON SHEET 2B i�A F.B.C. Non High Velocity Hurricane Zone _ �� • • • ••,��?!$r• �, 4 •. ` ; .M I L E C 4 I N C . ASS A ■ ■ American Shuller Systems Assoclallon. Inc. 4268 West Roads DrIw Wesl P01m Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 02008 EASTERN METAL SUPPLY. INC. BERTHA HV TM Accordion Shutter System TILLIT TESTING do ENGINEERING COMPANY 5M3 N.W. 35th. 5L. St.. 305. VIROd1N CMOENS. NORM Miss Phan.: (So5)B71-1s30 . F.a : (305)e71-r531 .-.on: tilt...a..[.00m EB-0006719 WALTER A. THLUr dr. P.E. FIaRIDA u�. a 4,1B7 EV. N. DESCRIPTION DATE DRAM BY: YAVJYPJ 1 OLD OS-364 Hn/ss/0e aTE: D7/25/DB 8 DRAWING No 08_.� CJZ .. (�.,�. _`Q r i' • ti _� _r` q P.E. SEq�IStGt�AFU _;DATE 3 4 s R SHEET 7 er ze f NSTALL.ATIONS W Z 1 HV SEE NOTES ON LOVING R005 ®. Hv LACKS ® o 1N-E)USTNJG GLASS - AND ALTERNATE IE Nu LOCK ®ON SWEET D. * OUT BLADE SLACK OETAR t1VF IS VALID FOR ALL B LA D E W H V C E T E MATES CDMRUATES APPLICATION WITHBLAOEo SEE END WALL CONNECTION I EKlsrwc cuss ©rO +©°i®+O+®°x I— O®©O O ® — — — — — — — — — — — — — — — — — — — --------- - --- - Yx2'K1/B'IN'-2 I O+ ®a ®. ®ta 19 • I� 7 1/4' 7' 5 1/2- 7• (sow-Te ALLor) auN. ANGL£ w��z) 1/4•� TMcoN CONCRETE I APPOSING 1/z• SYMMETRYCAL AN Rs m (TIOP/BOTTOM) a (4)/IOx1/2- S.M.S. TO TUBE C TER ES glaxa/4• s.Ns, ®Tz CE. ERMATES O.C. FULL LENCHT. C MIN. EPAWS W/ HV LOCK l or CLASS AT EACH ANVE. (:YP) 5- I (� IN * .3 cJ * I N 3 * 3 ON S EEr 12) -- — - — - — - — - — - *L z' 11/0-01NUMPT�LO-p\ I --�Q-MnS X lo+ s`�©•Qa�'®� ©+O + ©p'©+O + �' "") HVA HVB 1 a a 6] m 8 10 + POURED CONCRETE OR © O O O O EKI GLASS CONCRETEOBLOCK WALL 1 D + ©� .�an�.®axOB +®OR xlsnNc CLASS p I? ------------ SYMMETRICAL * N O+®�+�w,®. w +© °x s 7 + ax s • 7 ow a�O �a r------- MIN. SEPARATION 8 + 8 w 19 + 3 ox 1 + 5 IXISRNG O O O ®O J' Cis — CEN ERMATES 6 W/ H �P7IONAL �„ TO Goss 5 (SEE SCHEDULE * MIN. SEPgRA710N FIN a ® (INTERIOR 8 + 8 ox 9 + 3 a 19 • 5 ON SHEET 12) O © O TO GLASS ULE _® (ONESHEET O12) (INTERIOR) OUT ------- ---------- _- CONCRETE - - - -- ----- ----�: .1 ANCHORS m 3 VARIES3 r�o a ® a ® OUT OUT (EXTERIOR) HVE 6 1/2' MAX. SLACK HVF** HVD F. C.(Non High Velocity Hurricane Zone -`E?a +'-•:'7!Y� �; 0200S EASTERN METAL SUPPLY; INC. ::4 •����Es�s'c• r', 'w � A S S A BERTHA HVTM r��• � Y��- =� - ■ ■ ■ ■ Accordion Shutter System; , _ TILLIT TESTING 8 ENGINEERING COMPANY American Shutter Systems EV. N DESGUPTION DATE DRAWN. BY: M.C.V./LO. •,�'! • LiT ^ •nn�D�'a esm N.W. ,au. sL, sti Jos, xRnmu wRDL7+s, nasty JJ1as Phonx : (JOS)S7 t-1530 . Fax : (305)871-15J1 a-maD: NLecaOoal.com Association, Inc. 426B West Roads Drive I 2 OLD Ds -Gas DT/xs/De DATE: 07/25/0e DRAWING NO . `1..'fl•�+ �W ,- . ' ✓.::.- _- LT3-Oaa571B WALIER A TIUIT Jr. P.E. West Palm Beach, x: 33407 Phone: (800)432-2204 Fax: (561)208-&760 561)2 s 4 P.E. SEAL/MNAT17RE/DATE ILORw U. A bti1s7 ` 8 H U 2 OUF AUG (AN�18 70 CON LE W 2 1 4'I T (TOP/BOTH ;4)fto.1/2' S.M-9. TO AT EACH ANGLE. * SEE NOTE 6 FOR HV LOCK ® , -T' LOCK, ON SHEET 5. SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART P 0820. AS MANUFACTURED BY AVDEL CHERRY TEKTORN, PAASIPPENY, NEW JERSEY 07054 OR EQUAL. N ro5snrlc cuss BLADE(G)SLACK DETAIL HVF, INDICATED ON SHEET S. © O O O O AS WELL AS UNIVERSAL FLOATING BLADE (D DETAIL HDD-HVO , INDICATED ON SHEET 10. MAY BE USED WITH THIS ALTERNATE iQ i©®«©01 INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. SEE END CONNECTION DETAILS ON SHEETS 1t do 20 L---------- #10.3/4• S.M.S. O 12• ----'---------------------------------2 - O.C. FULL LENGHT. 3 IK' 3O HV "T" I N 1 3 1k 0HV "T MIN• SEPARATION LOCK (INSIDE) LOCK (INSIDE) (sEE scHEDULE ON SHEET 12) _ I 35 OUT 35 35 �5� —1 /4" 0-20 x 1 1 /2" S.S,M.S. 2 \— NYLON SCREW HEAD W/ 7/8 0 x 3/32 WINGNUT. 30*HV "T" LOCK (OUTSIDE) 26 1/4" 0-20 x 1" S.S,M.S. W/1 /4" 0 x 5/8" RIVNUT 1. 30 HV "T" LOCK (OUTSIDE) �q. � .��Cc11s`r•� �, .. HVG* IL Eco0 T)LLTT TESTING k ENGINEERINO COMPANY 55 N.W. 36N. SL. Sla Mo. WKNA GAR0QW8 HDMA 371ee Phan : (305)871-1530 . Fa. t (305)671-1631 •- 0: 01tma0-1-M EB-0008719 WALTER A. TOUT Jr. P.E. FLORIDA Lk. P 44161 F.B.C.(Non H(gh Velocity Hurricane Zone) T 02008 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fa.: (561)209-8380 I BERTHA HVTM I Accordion Shutter System DRAWING No 08-152 SEr END WALL CONNECTION DETAILS ON SHEETS 11 & 20 OUT >7� 1N rr-EkISTING GLASS INSTALLATION In HV BLADE ©�®m©•O°^O°10 •©� W/ HD CENTERMATES 1 10•�a Q•®"®©W ©•�a�•�0e�•®m—,_.._.—_.-----rIXISRNG GLASS ------_----.. ANGLE 1 TAPOON 3NCRE7E k (4) !1. #to v 3/4' S.MS. 0 12' O.C. * SEE NOTES ON LOCKING RODS 0 k HD 0 LOCKS ON SHEET 5 * UNIVERSAL FLOATING BLADE 30DETAIL HDD-HVD IS VAUD FOR ALL CENTERMATES APPLICATIONS WITH BLADE 0 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) (4) H.V. PINS (P OR I N ,(4) H.V- 6 1/2' PINS (P `� (G� HDB—HV6 OUT SYMMETRICAL HD CENTERMATES W/ Ok LOCK (EXTERIOR) HDD-HVD** * (GP ONAL) HDC—HVC SYMMETRICAL HD CENTERMATES W1 Q* LOCK (INTERIOR) 5•®oA�a®°lO•®7 a MEW yQ� •��� ti n,4 • eco A.S.S.A. "0 44it, �N�. Y TILLIT TESTING x ENGINEERING COMPANY American Shutter Systems _ 5 N.N. 35t4. 51, 5W. 345 Vet01IM GARDENS. ROtoO. 331ee Association. Inc. 'tN�`S ,,8.'9p�(( Phan : (305)671-1530 . Fox 1 (305)371-1531 .-moo: OReeo®ad.cam 4268 West Roads Drive West Point Beach. FL 33407 • _ %G'� EB-ODDS719 WALTER A. 1111T J.. P.E.Phone: (BOO)432-2204 Fax: (561)209-8380 P.E. SEA /SfGNAfiURE/DATE n.ORIDA Ue. d 44167 02005 EASTERN METAL SUPPLY. INC, BERTHA HV TM Accordion Shutter Systen L. DESCRIPTION DATE DRAWN Btt Y.C.v-A OLD 05-354 07/23/01% DATE: 07/28/0 DRAWING No 08-152 POURED CONCRETE -POURED CONCRETE OR CONCRETE POURED CONCRETE OR POURED CONCRETE CONCRETE OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED CONCRETE BLOCK WALL BOR LOCK WALL REQUIRED REQUIRED EXISTINGCLASS EXISTING GLASS 2' MIN /E)^NSRNC GLASS CoNCR ANCHOR EXISTING GLASS MN. Se OM — -S , • L — — -fj 4D 16' O.C. / 2" MIN. _ ._() TO LASS (SEE MN. SEPARATION 1 i MIL SF3ARAOON , V MN SEPARAT04 (SW 6�I,LE ON s,�r 12 FOR BADEC DAND TO ats•Ty� (91fET ' SO4DWE ON sar I E EQ U 1/I6'x3- MAX. ON SHEEP 28 FUR 9ADEs O IE (a 12 FLR EADE(DMID ON SHEET 18 FOR 1 /2' 12 FOR MADEMA10 ON SFW 28 FOR Il r ' 12 FOR UTADE (D AND (6063-T6) CONE. HAOESm& T-i TILAOESIDaQ31 PLACATE AT . ON SHEET 28 FOR M&DESO� S9: ALUM_ CLOSER PLATE (LOCATE 1/2" OFHSR) SIDE O I AT EITHERRPSI: ; MIN (D 4, USE 1" OR 2" MAX. 1/2" MIN. J - _,- — - (AS-PPL1GAaLE)•2"xI/8"xO'-Z' ----- #1Oxi/2- S.M.S. 1 ALUMINUM CUP ANGLE #1 OxT/2" S.M.S. __ _ ^ _ a I6' D.C. _ _ _ _ _ ` 4 (6063-T0 ALLOY) AT MIDHDGFIT m 16' O.C. (1) /Iox1/2' S.M.S. TO@& 4 ` (2)1/4'0 TAPCDNS ANCHORS TO SEE DETAIL X FO WALL AT I- O.C. (LOCATE AT DR ®• EITHER SIDE OF©) / • I OR 5 SIDE CONNECTION 6. «8 „�•4i1e, SEE DETAIL X FOR SIDE CONNECTION i0 TRACKS • TO TRACKS a - 6. 7-8 D •�•' SEE DETAIL X FO RJ( SIDE CONNECTION 1 •®-©•�©•®- 70 TRACKS •®-©•®«©•®« END CONNECTION DETAIL ) 1/2 MIN-- KHL- 2MIN. 5 1 OR 11 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED (9) zC•®« 10•®«®'®°'©'®« O.O.®u8O'O •®« 6.Oj .®'©•�•®- END CONNECTION DETAIL(3) END CONNECTION DETAIL DETAIL 2 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR — 'LNG 4 REQUIRED CONCRETE BLOCK WALL "`jjj�`�r/7iYY•"" 4 O 18' .C. — ION. SEP T10N D 0—_—___ s OR®OR(3OR CONC ETE 1/2' MIN. SCHEDULE ON______ _�OROGR(9OR(5 ANCHOR 0 12" O.C. 12 2F1 OR BLADE AND 4 ET 28 ------ ---- Q t 5 RAMS & ----- - _ 4 _ I MIS_ _ _ 6 OR®CR OR 2' EQ MIN. ♦ SEE ARONS OF USE FOR � YIEW Y B E t� ON 6HEEf 28 OR©OR OR ®' •1?LM DETAIL X N INST LL (ON '�« ©•O.S�m©•O•®- n HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. O ® F.B.C.(Hon High Velocity Hurricane Zone) @ 2008 EASTERN METAL SUPPLY, INC, HVTi �'BERTHA L A►■ S■ S ■ Accordion Shutter System a 1 11r r - - N 71LLIT TESTING k ENGINEERING COMPANY ■A American 5hutier Systems Lu Na DESCRIPTION GATE DRAWN 0Y� we F.P. 1 OLD 05-354 07/25/08 DATE: 07/25/08 '.��^ ' - • ,� Nx 3DN. St, Sic 3os. WRONIA GARDENS, I GM& 33166 Phan• o (303)871-1330 . Fax : (305)871-1631 Association, Inc. 4268 West Roads Drive = DRAWING No 1 [E� p �EtE1p o- 1: tala"94ol.wm West Palm Beach, FL 33407 3 0$-152 'R LF ,gel •L911e"� ••' �` �''�+ EB-0006719 wALn:R A. nLLIT Jr. P.E. Phone: (800)432-2204 . Fax: (561)208-BSB4 4 3 S111 T P.E. SEAL�IG(fATURt/DATE FLORIDA Uc. 44107 / a it 0 28 MAXIMUM SHUTTER SPAN* "L+" OR 'L-" (ft.). FOR INSTALLATIONS W/ CENTERMATES. ® & ® Or or .02 W/ ONE H.V. LOCK ® or ® or or HID LOCK ® W/ NO LOCKING RODS or CENTERMATES ® & ® W/ ONE HV LOCK ® W/TWO LOOKING RODS ® TOP"& BOTTOM S E YA7NhM DESIGN LLUO (w (+ ORR-) CONCRETE & WOOD INSTALLATIONS A WALL MOUNTING FLOOR/CFRI NG MOUNTING Lt W L-(N L+ (M L-(R) 30 OR LE 16'-0" 16'-0' 15'-0' 16'-0- .35 14'-to' 14'-10" 15'-2' 16'-0" 40 13'-10' 13'-10' 1V-2" 15'-2- 45 _ 13'-1" 13'-1" 13'-4' 14'-3" 50 12'-5" 12'-5' 12'-B" 13'-7' 55 I1'-1o" 11'-Ia' 12'-1' 12'-11" 60 1'1'-4• 11'-4' 1 V-7• 12'-4• 65 10'-10' 10'-10' 1V-I" 11'-11" 70 10-6' 10'-6' 10'-9' 11'-5' 75 10'-1' 10'-t' 10'-4" 11'-1' BO 9'-70' B'-10' 10-0' 10'-9' 85 9'-8' 9'-6' 9-9' to'-5' 90 9'-3' 9'-3' 9'-5' 10'-1' 95 9'-0" 8'-9' 9'-2' 9'-10'- 100 W-9" 8'-4' 9'-0' W-7' 8'-7' 7'-tt' 9'-4 110 8'--- 7'-7' 8'-7' W-2' 7'-3 120 W-0' 6'-11' 8'-2' W-B' 125 7'-10' 6'-8' B'-0" 8'-5' 130 7'-8' W-5" 7'-10" 8'-1' 13.9 7'-7' W-2" 7'-8' T-9" 140 7'-5' W-11' 7'-7' 7'-6' 14.9 7'-3- 5'-9' 7'-5 7'-3' 150 7-2" W-7' 7'-4' 7'-0- 155 7'-D' 5'-5" '-2- ' 160 6'-11' W-2' 7•-1' W--79' 165 6'-14" 7'-0' 6'-4' 170 '-11' W-2" 175 W-7' 4'-9' 5'-9' 6'-0- 80 6-8'4'-8' S'-8"1 5'-10' 185 8'-5' 4'-6' W-7' 5'-8' ISO 6'-4' 4'-5" 6'-6' S'-6' 195 6'-3' 4'-3' 6'-5' 1'-5' 200 W-2' 4'-2" 6'-4- 5'-3' 205 fi'-1' 4'-1' 6'-3' S.-I. J MAXIMUM SHUTTER SPAN* 'L+" OR 'L-' (ft.) FOR INSTALLATIONS W/ CENTFRMATF OW ONE HV LOCK or W/ NO LOCKI G R (SEE NOTE t) U&IGIMI DESIGN Lao (P L) (+ OR -1 CONCRETE & WOOD INSTALLATIONS A WALL MOUNTINO & FLOOR/CEILING MOUNTING L+ ) L -(N 30 16'-0' 16'-0" 35 14'-10' 14'-10' 40 13'-10' 13'-10" 45 13'-1" IS-1' 50 12'-5' 12'-5' 55 11'-10' IV - ID' 60 1V-4' 11'-4' 65 70 75 80 85 90 9'-3' W-3' 95 9'-0" 100 W-9' 8'-4' 105 8-7" 7'-11' 110 W-4' 7'-7- 115 8'-2" 7'-3" 120 W-0' 6'-11" 125 7'-10' 130 7'-B' W-5" 135 V-7" 6'-2' 140 7'-5- 5'-11' 145 7'-3' ISO 7'-2" 5'-7' 155 7'-D' 5'-5' 160 6'-11" 5'-2' 165 6'-10' 170 175 6'-7' 4'-9' 180 V-6' 4'-8' 185 6'-5' 4'-6' ISO 8'-4" V-5' 195 6'-3' C-3' 4'-2' 205 e'-1" 4'-t' P.E. t •. f= =ri.3. en ' 7 67 INSTALLATION LEGEND CONCRETE & WOOD MANSORY WALL A. B. C. D, E. M, N, 0, P, Q, MOUNTING F, K & L R, S. & V. FLOOR/CEILING G, H. I & J T, U. W & X MOUNTING ♦ MAXIMUM SHUTTER SPAN 'L+' OR 'L--' FOR INSTALLATIONS INTO'WOOD SHALL BE LIMITED TO 105 4w. DESIGN LOAD. t'HV CORNER CENTERMATE 03 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION J2 NOTE fs, SHEET 5. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1 " 4 4„ T HV BLADE 7TI L7EGO, T. \, TIWT TESTING & ENGINEERING COMPANY 55 N.W. 35th St. SI.. =. MGM GARDENS, FLORIDA 33168 Phon, (305)871-1530 . For : (305)871-1531 e-mail: tlltec o..La EB-0000719 WALTER A TILER Jr. P.E, FLORNA Um f 44167 UNNIF0111*1 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE -0ESION LOAD. WAPROCEDURE T WALL MOUNNGS(TOP BOTTOM) OR iIMAXIMUMO DETERMINE FLOOR/CEIUNG: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L ' FROM SCHEDULE. FINAL MAXIMUM ALLOWA13LEE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L-'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS RJ BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: Li+n 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 WAIL MOUNTING INSTALLATIONS L2-- MAX. SPAN FOR FL00R/CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 't.1+", 'L2+'. 11= AND "L2-' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. w A.SI.SI.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (B00)432-2204 . Fax: (561)209-8380 0 2008 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter SN OLD Zone' DRAWING No 08-152 =T,7LEC0sK..\ 71LUT TESTING k ENGINEERING COMPANY 73 N.W. 36M $t- Sf.. 3m. Y&MEA WOMA MMa 33166 Fhon.: (305)671-1530 . Fax : (305)071-1531 .-mat utf.cooad.wm EB-0006712 WALTEW A. TILLR Jr. P.E FLMDA u. / 44167 F.o.�.. A.&S>rA. American Shutter Systems Assoclallon. Inc. 4268 West Roods Mime West Palm Beach. FL 33407 Phone; (800)432-2204 . Fax: (561)209-8380 ♦ SEE 11N AT10NS OF USE FO MADE fl AOE QB ON SHEET 28 knon nigh Velocity Hurricone Zone)_ 02008 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System DRAWING No 08-152 ANCH01115 SIACIN- LEGEND MAXIMUM DESIGN PRESSURE RATING (p.s.f.) r- ND CORRESPONDING MAXIMUM ANCHOR* tAPcaN SPACING (j 3 scHFDuLF FOR A GivEN MAX. sj(1TrER SPAN. DESIGN NFGATNE LOAD ALL POINTS SOLID -SET AND A CORRESPONDING MOUNTING TYPE FOR OQj'jGRE-rI; & CONCRETE BLACK INSTALLATIONS wEDaE-eDLr (SEE MOUNTINGS E. G. & H ON SHEETS 6 & 7). ' oivom®m��ar3■owrr�lr�mmmvomvv �a�®mv 1�mm0�000�m�000001t�m�• 00000 IEummvonlovmmmvvvooimm0onnrav ��mmovn�o���onnso�®�v�vo®i ®0001i�00m®m0[�ODOIilm001i�000 l�li7liA®Iwvvv©mmmono©o ®m®Eavty mmmv��uva�®monov® m[Llt�li�00L1Ei ®m00000 �mm00000 �m�• 100000 0 QO®��' 00®�D�m�• Q®®0© �®� m®m�v�oma�®u�vvvoQmmmvot:�©® ®�00 ' ©Di�m0001�>C�Om®0001i00t� ��ml�on-�ii�®oia�m0>Ean_� va�mmoninv® ®[�®®Q©OOOmmmOFE�E�il�lii0®m0®0©� 0®f17Ei0©©t0 iL!®i170)OD[>lO�m�7000©v a®vvaommmot�mmva,�l�®liv©mvv ��® mov®vommmol®E�30Clliilm�0®ova msovvvommmornv�■v0®0vvvoiv �m00®1©os�om®vvv®oo®aaj�ta®®®ov m®mg�vvv0®mom©ovml®eiv©lue■v ®mm ®l�av�ammml�ar�vovm®mv�mve� mm�®vvotommomao�av®i�10©o©0l0 ��>�®�tavvosQrarmoor�®�om¢mo®m®ota �® �0000�®m1010� 0�®�00©lial0 '�m®©vvvvomm®v©�a>vv®�®m®a1i70 m®mnavvvom�mnl�® oo®mom©swvv ®®n®vorats�r�®[Q mvovmm�r�vvvv ®r�or�vvvo®mom®®oov�v©v®®vo ' 0mm or C■1i0�®® vvomvo®vlvov mm®voi�ilve�m®I���-avvommmlvvvvv ovom®©raonavo ����®iavvvo®mv© ®vouavvoa��om mvommm®ca>vvv >®�ov>voQmmOvonvommomonov via v�v©vo�vv ;��®�iomi�vvo®v®v mmvv000n���loi�ovv®®®ovolav P.E. �SPEGIFICATIOHS ON ANCHQR REQUIREMENTS, POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (YM. Pc 3 k.1) 1/4.0 TMCGN ANCHORS. AS MANUFACTURED BY I.T.W. RAYSEf/ RED HEM. - 1/4'4 . 3/4' ALL POINTS SOLID-SE7 ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT k SPECALTY COMPANY. - 1/4'0 WEDGE -BOLT ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: A.1) NIMYUM MWEOMENT INTO POURED CONCRETE OF TAPCON ANCHORS 15 1 3/4', AND 2' FOR WEDGE -BOLT ANCHORS. A.2) MDBMUM EMREDMENTT OF 1/4'• R 3/4' ALL POINTS SOUD-SET ANCHORS STWL BE 7/4' INTO THE POURED CONCRETE NO ENBEOYENT INTO STUCCO SHALL BE PERMITTED. 1/4- 0-20 S.S. MACIDNE SCREW USED SHALL BE 1 1/2' LONG WNWUM SHOULD STUCCO EOST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A1) INCASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EIGSRING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAM WALL, FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTESAI) Q A2) ABOVE. FOR INSTALLATIONS ON VINYL S61INO OR OFS CONSULT THIS ENGINEER. (B) TO E)OSDNO CONCRETE BLOCK WALL: 1/r• TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. RAIISET/ RED HEAD. 1/4'/ a 3/4' ALL POINTS SOLID -SET ANCHORS AS DISTRBUTED BY ALL POINTS SCREW, BOLT Nk SPECIALTY COMPANY. - 1/4'e WEDGE -BOLT W/ 1/4-4 OLOCK-PLUG, ANCHORS AS MANUFACTURED BY POWERS FASTENIN% INC. NOTES: 0.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TMCON & WEDGE -DOLT ANCHORS. IS 1 1/4', 0.2) MINIMUM EMBEDMENT OF 1/4'0 a 3/4' ALL POINTS SOW -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL SE 1 1/2" LONG MINIMUM SHOULD STUCCO OW. AND I- MINIMUM FOR WAILS WITH NO STUCCO. 0.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE E]OSTLNC WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 0.1) &8.2) ABOVE FOR INSTALLATIONS ON VWL SONG OR EFS CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATONS OF THE ANCHOR'S 1VNUFACTURM (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (EA.) VERSUS SPACING RELATIONSHIP FOR ANCHORS, EDGE DISTANCE VERSUS SPACING FOR ANCHORS MAXIMUM ANCNOft SPACNCS ARE VALID FOR 3 1/2- EDGE DISTANCE FOR 1/4'A TAPCON AND SCUD SET AND WEDGE -BOLT FOR E 0. LESS THAN TARE ABOVE MENTIONED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE Min. E. 0. FOR ALL POINT SOLID SET ANCHORS IS 3'j REDUCED SPACING OBTAINED USING FACTOR SHALL NOT RE US.i THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL E O. FACTOR WEDGE -BOLT 1/40 TAPCON SCUD SET 1RL WALTM . r Mal SPAOHD . 3- WL SPAONO - 3x 3' 0.83 - 0.78 0.66 1' 0.50 - - 1 0.38 - n HV BLADE OR n HV BLADE WZ (yV WINDOW BLADE WORKING IN UNISON TILDT TESTING & ENGINEERING COMPANY 35 N.W. 3611L SL. St4 305, VRW" CAROENS. FLORIDA 33IN Pho— (305)871-1530 . Fa.! (305)8171-1531 -.IL Hit.eao•a.<am EB-GO06719 WALTER A TILLR Jr. P.E FLORIDA Lic. / 44107 ♦ SEE L1M ATIONS OF USE FOR BLADE ( ON SHEET 2B F.B.C.(Non High Velocity Hurricane O 2008 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Assoclaflon. Inc. 4265 West Rood9 Orfve West Palm Beach, FL 33407 Phone: (800)432-2204 . Foz: (551)209-8360 J BERTHA HV TM j Accordion Shutter System DRAWING No 08-152 LEMM (ps f) AND CORRESPONDING MAXIMUM ANCHOR g = SMN0 T"P00N SPA I ' �j(k) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. DESIGN NEGATIVE LOAD Au POINTS sotm-6EE "ND A GORRESPOON I�ty'G ti'QUNT'NG TYPE FOR CONGR�TE '• f'ONGRETE BLOCK IN TALL4TIONS WEDGE -HOLY (SEE MOUNTINGS I. J. K & L ON SHEET 7). POURED CONCRETE POURED CONCRETE CONCRETE BLOCK [WALK OVER MOUNTING .• - Q RAINCUARD MOUNTING - - © WALL/FLOOR MOUNTING ©WALL/WAtK OVER MOUNTING NAN (ft)!Y MWATK DEM LOW (00 KGgK R9W lMD (oMi RECA1NE OEM LOAD (D� If0"w DE" LARD (0) 30 40 60 75 90 120 160 205 70 !0 60 75 90112011601205 30 !0 60 75 90 ]20 f60 205 30 40 -60 75 90 120 ifi0 205 14 12 10 9 8 8 6 B 12 72 12 12 12 11 8 B 7 7 7 7 7 7 7 6 9 5 5 5 5 5r1l. J'-0' f4 i2 f0 8 8 8 6 6 f2 71 12 12 !2 12 9.5 7 7 7 `7 7 7 7 7 7 5 5 9 5 5OR LE55 14 12 10 9 8 8 B B 12 12 12 iZ 12- 12 f2 10.5 7 7 7 7 7 7. 7 7 5 5 5 514 12 10 S. 8 B 6 5 12 12 12 f2 11 8 B 4.3 7 7 7 7 J 7 5.5 4.5 5 5 5 5 1d 12 t0 9 8 B '6 f 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 S IT 5 5 5 .1'_p" f4 12 10 9 8 -0 6 6 12 12 12 12 12 12 70 B 7 r 7 7 7 7 7 7 5 5 5 5 5 5 S 3 J.5 14 72 IO 9 8 B 6 B f2 12 12 10.5 8.5 6.5 5 3.5 7 7 7 7 7 8 S.3 .S 3 5 5 5 5 5 5 g•-p' 14 f2 10 9 8 8 6 8 i2 l2 12 12- f0 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 9 5 5 5 5 5 5 14 12 10 9 8 -8 6 6 f2 12 12 12 12 I1 8 &5 7 7 7 7 7 7 7 6." 5 5 9 5 5 14 t2 f0 9 8 8 6 6 12 12 11 8.5 7 5.5 4 3 7 7 7 1 6.5 3 3.3 J fi 5 5 5 5 5 5'-0" 14 12 10 9' 8 8 6 8 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 9 9 5 5 5 5 5 5 f4 12 10 8 8 8 6 B 12 i2. 12 f2 f2 9 8.5 5 7 7 7 7 7 7 7 5.5 5 5 9 3 5 5 - 14 12 10 9 8 8 B 6 12 12 9.5 7.5 6.5 4.5 3 - 7 7 7 7 5.5 4 3 - S 5 5 5 5 4 3 T-0' if 12 10 9 8 B 6 6 12 12 12 8.3 7 9 4 J 7 7 7 7 7 7 7 6 5 5 5 5 5. 5 9 5 5 5 9 5 4.9 I4 12 10 9 B B 6 6 12 12 12 12 10.3 3 4.3 7 7 7 7 7 7 8 4 5 5 5 J - I4 12 10 9B 8 6 - 72 12 5 6.5 5.5 4 - 7 7 7 6 5 J.5 3.5 p'-p' }4 72 10 8 8 8 6 - 72 !2 10.5 7.5 6 .5 - 7 7 7 7 7 7 7 4 5 3 5- 5 5 5 5 5 5 4 14 12 10 9 8 8 6- f2 12 12 9.3 8 6 5 f 7 7 7 7 7 7 5 J S 5 5 5 5 5 14 72 10 9 B e - - 72 11 7 8 5 J.5 - - 7 7 6.5 5 4.5 J- g'_p• 14 T2 10 9 8 8 - - 12 12 9:5 6.5 5.5 4 3 - 7 7 7 7 7 7 B 3 S 5 b 5 5 5 5 5 14 12 10 9 B 8 - I2 12 12 9.5 B 6 4.5 3.5 7 7 7 7 7 6 4 - 5 5 5 5 5 9 14 f2 f0 12 f0 6.5 5 4 J - 7 7 6 4.5ri4j]5 - 3 5 3 4,3 4 310'-0' /.5 14 12 10 9 B 8 - - 12 11 8.5 6 S J.5 --7 7 7 7 - 5 5 5 5 5 5 5 S 5 9 4 3 1f 12 f0 9 8 8 - 12 12 If 8.5 7 5.5 4 J 7 7 7 7 - 5 5 5 U f2 f0 9 8 8 - - 12 9 8 4.3 4 J - - 7 7 5.5 4.5 - 5 3 5 4.S J.5 - 11'--O' 141210 9 B 8 - - 12 f0 7 5.5 f.5 J.5 .- - 77 7 7 - 5 5 5 3 5 5 5 .4 14 12 f0 9 8 B 12 12 10 8 6.5 5 3.5 3 7 7 7 7 - 5 5 5 5 5 5 IS14 12 10 9 8 - - -11 8 5.5 4 3.5 - - - 7 7 5 4 - 5 5 5 5 5 3 4 3 5 314 3 4.3 J.3 12 10 9 8 - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 - 5 5 5 5 5 4.5 J.5 - t4 12 !0 9 B 12 72 9 7 B 4.5 3.5 - T 7 7 7 - 5 $ 4.5- 14 12 f0 9 8 - - - t0 7.5 5 4 3 - - - 7 7 4.5 3.5 J - 5 5 5 5 5 5 4.5 I3'-0' 14 12 IO 9 B - - - 11.5 8.5 6 4.3 3.5 3 - - 7 7 7 7 7 4.5 - - 5 5 5 4 3 -- 14 12 IO 9 8 - 12 12 8.5 8.3 5.5 ♦ 3 - 7 7 7 7 5.5 3.5 - - 5 3 14 12 t0 8 - 9,5 7 4.5 J.S 3 - - 7 8.5 4 ' 3.5 - - - 5 5 4. J.5 - - - - J 14'-O' 14 12 f0 9 - - - 10.5 8 5.5 f 3.5 - - 7 7 7 7 7 4 - 5 5 5 5 5 5 5 4 4 J 14 12 10 9 - -_ 12 11.5 7.5 6 5 4 J 7 7 7 6.5 5.5 - - 5 5 5 5 1f 12 10 - - - - - B.3. 6.5 4 J.5 3 - - - 7 6 1 3- 5 5 5 5 5 5 4 J 15'-0' 14 12 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 J.5 - if l2 10 - - t2 11 7 S5 4.5 J.5 - - 7 7 7 6 5- 14 12 10 - - - - 8 6 4 3 - - - - 7 S.3 J.5 J - - 5 5 3.5 J - + - T6'-0' 14 }2 10 - - - - 9.5 7 4.$ 3.5 J - 7 7 7 7 6 J - - - ' 14 12 10 1Z 10 6.5 5.5 4.5 3.5 - - 7 7 7 5.5 1 - - - 5 5 5 5 4.5 J.5 - - F+sAuuu�,; P.E. IL EC 01N�. TILLIT TESTING & ENGINEERING COMPANY dS N.W. 36M. SL. St.. =. VIAGD6A GARDENS. MWDA 33'56 Phan.: (305)671-1530 . F.. I (305)671-1531 •-maD: t01.c.0a.t.cem ES-0005719 WALTER A. TIl1J7 iLCIaDA Uc. 9 44167 A.S.S.A. American Shutter Systems Association. Inc. 4265 West Roods Urine - West Palm Beach. FL 33407 Phone: (800)432-2204 . Fox: (561)209-8350 HV BLADE (Non high Velocity Hurricane Zone) 0 2008 EASTERN METAL SUPPLY, INC. BERTHA HV Tm Accordion Shutter System. 03-3e4 DRAWING No 08-152 SCHEDULE FOR MAXIMUM DESIGN PRESSURE RATING (P s f) AND CORRESPONDING MAXIMUM A QUEN MAX SHUTTER SPAN NEGATIVE DESIGN LOAD AN A ANCHOR+ $PACING (in) CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 18 & 19). !EE; tJ E3!EH3TFZATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX DOUGLAS FIR W/ MIN. G-0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MAXIMUM SPAN (It) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T - WALL MOUNTINGS CEILING MOUNT 7 FLOOR MOUNTINGS WALL MOUNTINGS M,N,O&R FLOOR MOUNTINGS M, N,0&R FLOOR MOUNTINGS M,N,0&R W&X pgGQ IN&X W & X NEGATIVE DESIGN LOAD (,.I). NEGATIVE DESIGN LOAD C f) I NEGATIVE DESIGN LOAD Ono NEGATIVE DESIGN' LOAD (pit) NEGATIVE DESIGN LOAD (pet) NEGATIVE DESIGN LOAD (Psi) INEGATIVE DESIGN LOAD (Psf) 4 .t- NOTES ^' AtiCHORS REQUIREMENTS, WOOD SUBMEATES, I. ANCHORS TO WALL. FLOOR OR SOLID W00D SOFFIT SHALL BE AS FOLLOWS: 1/4'I TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUL= W/ MININDICATED MINIMUM EMBEDMENT AS I DICATAT '. SECNON ON SHEETS 18 & 19. EXCEP110N: SEE NOTE 2 BELOW. 2, ANCHORS TO HOLLOW CEILING SHAD. BE AS PER MOUNTING TYPE U, S14EU 18 ANO SHALL CONSLSY OF LAC SCREWS AS PER NOS 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ 0-0.55 (N.D.S) -DOUGIAS RR W/ 0-0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ C-0.43 (ND.S.) -SPRUCE PINE OR SOUTH W/ 0-0.311 (ND.&) -MIN. 1/2' COX PLYWOOD (1985 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. Pk NL�SI(aATI HV BLADE OR n HV BLADE W f AA) HV 'WINDOW BLADE WORKING IN UNISON • SEE UMFATIONS OF USE FOR BLADE 1 ON SHEET 28 IL ECOim,. TIWT TESTING & ENGINEERING COMPANY 55 N.W. 3eR SL, SG. 301, VIRGN4 CARDDHS. FLORIDA 331 Phone (305)671-1530 . Fax 1 (305)871-1531 e—moD: tl oi.eam Ell—O0O.0071D719 WALTER A TILUT ". P.E. FLOHIDA U.. 111 44161 F.B.0 A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roade Drive West Palm Beach. FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 a 2.008 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Sy DRAWING No 08-152 (SEE MOUNTINGS ON SHEETS 19). MUNJUM SPAN (ft) :EE; l-J B �E-3 T F;ZZ T E SOUTHERN PINE 'No. 2 W MIN. G=0.55, Q UGLAS FIR W/ MIN. G=_0.50 SPRUCE PINE FIR NORTH W/ MIKE. G=0.43 SPRUCE PINE FIR SOUTH yy MIN. G=D.36 B.O. WALL MOUNTINGS S &V B.O. WALL MOUNTINGS S & V B.O. WALL MOUNTINGS -S&V' NEGATIVE OESICN­ LOAD (psf) NEGATIVE DESIGN LOAD (psi) NEGATIVE DESIGN LOAD (psf) 30 40 60 75 901105130 40 60 75 90 05 30 40 60 75 90 O5 '-0' OR LESS 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'-0. 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5 6'-D' 12 12 12 12 12 12 12 12 12 12 12. 12 12 12 12 12 10 8.5 7'-0" 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.5 8.5 7.5 8'-0" 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 11.519 17.516.5 _ 9'-0" 12 12 12 12 12 10. 12 12 12 11.5 9.5 8.5 12 12 10 18 16.515.5 10'-0" 12 12 112 12 11.5 9.5 12 12 12 0: 8.5 7.5 112 12 9 7 6 5 11,-0" 12 12 112 12 10 8.5 12 12 12 9.5 8 17 112 12 8 . 6.5 5.5 4.5 12'-0" 12 12 12 1.5 9.5 8 12 12 11 8.5 7 6 12 1.5 7.5 6 5 4 13'-0" 12 12 12 0.5 E.5 7.5ff12 8 6.5 5.5 12 0.5 7 5.5 4.5 4 14'-0" 12 12 12 9.5 8 b 7.5 6 4.5 12 9.5 6.5 5 4 3 15'-0' 12 12 11 9 7.5 5 7 5 4 12 9 6 5 4- 5 6.5 4 6.5 5 1 3 111.58.5 5.5 14.513.51 - n HV BLADE t1TI S ON ANCHORS REQUIREMENTS' WOOD SUBS[RATES, I. ANCHORS TO WALL. FLOOR OR SOLD WOOD SOFFIT SHAL, BE AS FOLLOWS! 1/4'R TAPCON ANCHORS. AS MANUFACTLRED BY LT.W. BUILDE% W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS to & 19. DTCEPITOW SEE NOTE 2 BELLOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUHnNG TYPE U. SHEET 19 AND SHALL CONSIST OF LAO SCREWS AS PER NDS 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWNG: -SOUTHERN PINE No. 2 W/ U-0.9S (N.O.S) -DOUGIAS FIR W/ GrOSO (N D.S.) -SPRUCE PINE FIR NORTH W/ 0-0.43 (N.OS.) -SPRUCE PINE FIR SOUTH W/ G-0.36 (NA.S.) -MIN. 1/2' COIN PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S WNUFACTURER. F.B.C.(Non High Velocity Hurricone Zone) ;:,:,.���:��. ;,• ee,,�' ,♦s`' ' R`' 4`. M1�. �Y7 �% •- t • Q •' • %�IL E C O �N�. \ A,■S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: 800 432-2204 , Fox: 561 209-8380 ( ) ( ) m 20o8 EASTERN NEIAL SUPPLY, INC. BERTHA HVM Accordion Shutter System TILUT TESTING & ENGINEERING COMPANY N.N. 300'. SL. Sta. 305. WtGM WROMS. FLORIDA 33f66 phone : (303)871-1530 . Fax I (305)671-1531 .-moll: Slt..ao.elsen Ee-000e719 WALTFU A TILU1 Jr. a7 FLowDA ue. 1 +Ate7 REV. N DT:SCRIMIaN DATE DRAWN BY, M.CV. F.P. I OLD 05-344 07/ts/66 DATE: 07/25/08 2 DRAWING No 08-152 -5 �j:�•8•�AB�' • ,ems-f�...,� t�. V":- P.E. •SEAL/31GN9URE/DATE 3 s SHEET 28 6 .L FINISH - MAX SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED 1/4"o TAPCON W/ 1 1/2' Min. 7a a5 o psf DESIGN LOAb PENETMTION OF THREADED AREA TO EXISTING WOOD HEADER. 1 4'0 iAPCON W/ 1 1/2' (SEE SCHEDULE ON SHEET 16) In. PENETRATION OF THREADED AREA TD EXISTING 1 UK SE'PARUION WOOD HEADER. (SEE _ 1 TO GLASS (SEE pTE� SCHEDULE Oft SHEET 16) 1/4'0-10x3/4' S.S. MACHINE WLSi�— 1290 FDUEEEON ��1 1 scREws w/ 1/4•-20 Nun 1 Osir 2 O O 12" O.C. IXISTING 1 HADFSmka Q 01 1 WALL . n P--r—n1 [1,•,- FINISH, L-'== �IXISTTNG MIN. 1 2"x4' WOOD 1 HFJIDER REQUIRED EXISONO 1 MN. SEPARATION t I GLASS-1 TO GLASS (SEE _ SCHEDULE ON am 12 FOR HARE 0) AND 1 ON SHEET 28 FOR BLADES 0) 4 OHV WALL HEADER INSTALLATION EXISTING -r --- GIfSS- -1 MIN. SEPARATION TO CLASS 2"x4' CONF-� W000 PLATE j(SEE SCHEDULE ON SHEET 12) REO'D. 1 WALL .. ...... flNISH 11--SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ""•' ' FINISH t7�� -OOR ®0 & oo 1 1 HEADER REQUIRED ) ''• 1 1/2' Aift 1/4•/ TAPCOPENETRATION 1 I THREADED TO 1 MIN. SEPAMnON TO. GLASS I I EXISTING WOOD PLATE . EEANLA SCHEDULE ON SHEET 16) EXISTING (SEE SCHEDULE ON SHEET 12) GLASS—t 2'x4' CONT. SILL PLATE REO'D. ON HV WALL HEADER INSTALLATION OO HY WALL SILL INSTALLATION � Mw SEPARATION TO GLASS E7(ISTIFtG ( _ (SEE SCHEDULE ON SHEET 12) , o1 ( SEPARATION TO cuss MIN —(SEE—(SEESCHEDULE ON SHEET 12) 1 EXISTING GLASs� CLASS O % 1/4'0-20xJ/4' S.S. \ 1/4'0-200/4' S.S. i 1 USICNH01NE 1/R2p NUTS I, I ."='^`•' MACHINE SCREWS W/ I I 1 O 11' O.C. 1 T ' II 1/4--20 NUTS O 12' D.C. �VOR© 1 / „�® 1 aR i WOOD PLATE { t l I I A L ( jq�Ll REO'D/4'0 TAPCON W/ 1 1/2- Mtn. Min. oR� - _ 2'x4' COFfT. PENETRATION OF THREADED AREA 0ls APCTXa W/ 1/2" Min. PENETRATION 1/4'0 TAPCON W/ 1/2' Min, SILL PLA7E O MiOWIDTH OF WOOD PLATE. OF THREADED AREA INTO PLYWOOD. PENETRATION OF THREADED AREA (SEE SCHEDULE ON SHEET 16) \\ INTO PLYWOOD. REO'D. (SEE SCHEDULE ON SHEET 18) ',.T/2' WIN. COX PLYWOOD RFA`D. EXISTING MIN. 2'x4' 1/2" MIN. CD (SE SCHEDULE ON SHEET 16) WALL FINISH V.(STING MIN. 2'x4' STUDS O 16' O.C. MAX. REO'D. STUDS O 16' O.C. MAX. PLYWOOD REOLL PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE REO'D. PLYWOOD TO BE WELL ® HV WALL SILL INSTALLATION WITH sECnON 2308 OF THE F.B.C. ATTACHED TO STUDS IN ACCORDANCE WITH ©HV WALL SILL INSTALLATION FBT.CON 2308 OF THE & HY WALL SILL INSTALLATION • SEE E (9O NS SHEET USE FOR HADE 111 ON SHEEP 28 USE F.B.C, Non High Velocity Hurricane Zone) 0 2008 EASTERN METAL SUPPLY, INC. BERTHA HV TM ;�`;. �Ycer:•.;f� L E C O INC. I(i.S.l�7>� Accordion Shutter System r'•4sTQ' C'�b�' American Shutter Systems EY. N DFSatuPT10N DATE DRAWN BY. 1wIAY./Y-P a. TIL.W, TESTING 8 ENGINEERING COMPANY Inc.I a D5-364 o7/T5/o5 OAYT: 07/25/06 --a .. . easy N.W. JaN. sE, St.. sss. vwaNw oulods, FYa1aa SYma Association. C Phone : (305)871-1530 . Fox ; (305)a71-i531 4268 West Roads DTiYe = DRAWING No .-m.11 tit ... O.W.e.m West Palm Beach, FL 33407 3 08-152 EB-0005710 `"�;` '•" ���" WAITER A TIUYT Jr. P.E. Phone: (800)432-2204 . Fax: (551)209-8380 4 /..'.• - FLORIDA L•o. 1 44157 5 SHEET P.E. SEAL/RI6f k11Jlz'� ATE e 18 OF 28 L FINISH MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 1OS.0 nsf. DESIGN LOAD EQ Eo PENETRATION TAPCOATION T 1 1/2' Min. 4'x8" (Min.) EXISTING TO EXISTIN N O THREADED AREA ro EXISTING WaoO HEADER. STRUCTURAL BEAM REQUIRED. (SEE SCHEDULE ON SHEET 17) 1/4-0-20X3/4` S.S• OF EXISTING WOOD BEAN j` 4• PHIWPS TRUSS HEAD TO BE CERTIFIED BY -- ENGINEER n I MACHINE 2' D 70 NUTS ERR INSTAUATION. DR A _ O� E 1/2' O 12' D.C. OR �-OPTIONAL EXISTING MIN 2'x4' HEADER REO'D MIN. SEPARATION TO CIA55 ---(SEE SCHEDULE ON SHEET U OS HV WALL HEADER. INSTALLATION 1-SEE SHEET 4 FOR TYPM SHUTTER ASSEMBLY 2-NOUNTINO SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I MIN. SEPARATION TO GIAS (SEE SCHEDULE ON SHEET EXISTING ctAss—•—� I I I WALL FlNISH7 W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD BEAN. (SEE SCHEDULE ON SHEET 15) 1 I I I EXISTING GLASS — I MH. 10 ,I tim /14x3/4' S.M.S. — a 6" D.C. 1 or g or 15 I OT HV CEILING INSTALLATION I m al(sz I I EXISTING I 12 � CEO" I GLASS\ ' 9A06(D i a \iii' I � I I ��A1E�n+ro 1 1/4'' Max. 2'xB" MIN, WO( DECH REQUIRED-(L FINISH ALLOWE AT CENTER OF TUBE 1 MN SIPARATIN = - TDUZC ISTE S2 FORHON SLEET IXGLASS t2 TSI 9AOE(DAND r - MAto DMaO OU HV CEILING INSTALLATION OR ®� r- SEPARATI01 TO CLASS (SEE SCHEDI ION SHEET I 1 I I E)QSTHI II p10x3/4" HEX G I WASHER HEAD TIX 'SCREWS 0 t2• a.e DGE (IF APPUCAB.E) EXISTING WOOD TRUSSES OR i- RAFTER 0 24' O.C. REQUIRED EXISTING SOFFIT 1/4' Nw, THK. A'x4"x1/B' CONT. ALUM. TUBE (6053-T6 ALLOY) W/ or 1© or 1S 3)6/I6*0 LAC SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT NIOWIDTH OF EXISTING WOOD MEMBER. (2' MIn. NOMINAL WIDTH77- W/ PENE1TLtTI0N OF THREADED AREA VALID FOR INSTALLATIONS WITH 72psf MAX. DESIGN LOAD AND S'-D" MAX. SPAN. THIS INSTALLATION IS ONLY VAUD FOR WOOD W/ 1 MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS FIR OR 1 OR ®6 SOUTHERN PINE No. 2. OR EQUAL 1 IN, WOO .E.;MG DECK REQUIRED (NO FINISH ALLOWED) EDGE CF DECK IF APPLICABLE 1� ]—,c 1.IIIWFS TRUSS S.S.P IWPS TR((1155 HEAD 2 -MIN IF M'n' MACHINE SCREWS r APPLICABLE 1/4'0 F.H. TAPCON W/I 1/2' Mn. 2'x4' j, 7/4'f TAPCON W/ 1 1/2' MIn. ty/ 1/4•-20 NUTS PENETRATION OF THW 1 LEA INiO 2" MIN. L--2- LA, SICL PLATE PENETRATION OF THREADED a 12" D.C. 1/4'0 TAPCON W/1 1/2' Wn. PENETRATION - MIN. WOOD DECK. OF THREADED AREA WOOD R AREA 0 MIDWIDTH OF WOOD INTO DECK.(SEE SCHEDULE ON SHEET 18) PLATE. (SEE SCHEDULE ON (SEE SCHEDULE ON SHEET 16) SHEET 17) ♦ SEE UM ATXXIS OF USE FOR OX HV WALK —OVER INSTALLATION WUHV FLOOR INSTALLATION 1 QV HV WALL SILL INSTALLATION BLADEBaNSHEETSR F.B.C.(Non High Velocity Hurricone Zone) 02008 EASTERN METAL SUPPLY, INC. A BERTHA HV' •'4�t''�'' AS.S.A. ■ Accordion Shutter System • 1.�. rT {Ti7•.�.' ` American Shutter Systems i • TILUT TESTING k ENGINEERING COMPANY EV• No DESCRIPTION DATE DRAWN IW: Da.Y./FP./La. I OLD 05-354 07/23/08 DATE: D7/25/08 • �, • r.l - . 9355 N.W. 359% SL, M . 30a, *RCM WIDENS, Rota 3318a Association. Inc. 2 DRAWING No - Phana : (305)671-133D . Fex . (305)871-1531 4268 Waal Roads Drive 3 :fi �@� Q o Y a m a: LDLwoOuuLoam aER-00067 Y West Palm Beach, FL 33407 08-152 4 ' t:^ r•. �- J^- • = WALTER A TILUT Jr. P.E. Phone: (800)432-2204 . Fax: (561)209-8380 3 SHEET 19 OF 28 4" �•~ S. P.E. SEAL/SICIVATCIREJDATE FLORIDA U.. / 44187 a END INSIALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN WOOD STUDS for am troop • SMS RWD. _ a'a1• OM. W000 OOSMO%11/4-0t� CEYNWO.� 1Y11. 000�(AS ��SM (NGeE)-EIR/ we \ / F�OEN \ / � 1//3, Pnms O ��TiON \ / FlNSN OI/SS % TO I/1• mkX X�I( Fg5RN0 / SRro�E�i� E]S q GLASS CLt45 '1 / t ItOSRNG CUSS •},.'II / \ 1/1• Yal m] K CEASING ---F7 8PI!l�/�tlMlO Let,ro TO fab'9 t ow - 1/1'►LYW000, •.. ' ,Y DAS ME SOiD11E M(51o1f J1N ffilVCNW lO MASS (SE 1/1' YM. mY MK SePNX t0 am mE01EE aN EHEr 1] FQt EUCE O)Aro 1/lp•,3• (�ALU1iOQ tx 1aP aA¢alNo i9aY1 t� 2. R) c somas uF w `A1'000. 12 FM d,• mo 1 • .p„� « emu a 12 rem am aElAnMs0i+ oNSHOD,OCID 13 FIn a/OE40)A® FIA1E OA+oDE ER t o PLYAWo. B/OW nKw cNstir (9 sADE9mi 1 1' YIN. AT [RHEA 9R E` - IO]t a SLS L,�C. D<M II 1p 6 Y3. 1 T-1•an]•" ---NNr.�ItlnYl W-]' - a ita G - ¢ TO W.W. a' I•ne��T i---- OOR ®W unmlse.OR ®t at,- k Fm SOE CONnvnon 1 OR TO TPMal4 A'� SEE OBTNL N FOR-Q•QromrrRsTsura.�_ X-_•_, �•_ _ sDE CTO C �S ®«0-(D.@-®• 0•®-0-0-©.0- O•®-(D'0'0'. 0:0.02-lv ©- Q Gl-Di 0.0•0 rtiD CONNECTION DETAIL END CONNECTION DETAIL /--EO]IO/S5fI5NC 1/4-0 TMCYI ANpf0 /loll//11' SYS. ./ 1 1/1• YN. Y16 dG T. V FRNFTm110N . I eOC• t/z• YN. (DOR END CONNECTION DETAIL 09 END CONNECTION DETAIL 7 RE0 tOn ONLY FOR SPANS mF.11EN WW1 11'-0' ♦ SEE LINILAnONS OF USE FOR BLADE UA ON SHEET 28 ®wR3- WALL fW91 ]..- WaA S, — f W EJ I�A�-®=Vl�� ®•'LY= rim LY.Y"®=® QQ .-- REO'a, falml 9 VY't �•®-ip 0--® 41! OO (A-0 ®-Q (� DETAIL X 01101 CgNNECTI H DETAIL © END CONNECTION DETAIL 12 F.B.C.(Hon High Velocity Hurricane Zone) 02008 EASTERN METAL SUPPLY, INC. V •��• ': ��t,1�..•1�� `+' TM BERTHA HV ■ ■ ■ ■ A S S A Accordion Shutter System ^�'• 55 �^ • ; = [;o American Shutter Systems TILLIT TESTING k ENGINEERING COMPANY OESORI • Na R N DATE DRUM er: Y.C.Wip• 1 DED D... 07/1S/op DAME: O7/26/08 t , 9X5 RK 351h. St., file. 305. %=I" W10ENS, nn=A 33tea Assoctaf(on, Inc. 1 DRAWING No 08— 52 Phan. : (305)1171-1530 . Fa.: (305)671-1531 a-m 1: UttaeaOoolAam °EB-0009716 4268 Wast Roads IM6 Weal Palm Baoch, FL 33407 ,.. 4-E� �` 3 4 ! •(� �= WALTER A. nWT Jr. P.E. Phone: (900)432-2204 rok; (5e1)209- BJ80 a 1 SHEE 2 8 P.E. SEAL/SIGNATURE/DATE FLORIDA UC. f 44167 6 SE CC DE sh TY HE 0+0OR®♦® TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. P.E. * NOTES ON ND LOOKS AND CENTERMATES: 1. MANDATORY CONDITION # 1: ONE 33 H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, Z OR (p� AND• AT ANY ELEVATION. 4 H.D. LOCK MAY BE USED AS At1 OR OR`OUTSIDE LOCK, ATTACHED© HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG -FLAT HEAD S.S. M.S. LOCKING RODS 0 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL, 2. MANDATORY CONDRION 2: LOCATION OF ® H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105". A H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" MOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", ® H.O. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. IL ECONt TILUT TESTING do ENGINEERING COMPANY SS M.W. 35M fit. St . 306. VIRGIN GMENS. FLOWN 33166 PMne : (3OS)571-15W . Foe : (305)871-1531 _4: 61tec"Oaal— EB =719 NMLTER A. TLUT Jr. P.E. FLOP LO 1A Ue. f 44167 F B.0 (Non High Velocity Hurricane Zone 1 ® 2008 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 426B West Roads Drive West Palm Beach. FL 3NO7 Phone: (800)02-2204 . Fox: (561)209-8380 BERTHA HVTm Accordion Shutter System DRAWING Na 08-152 POURED CONCRETE ANCHORS CONCRETE `(SEE SCHEDULE ON 1/4"0-20x3/4" S.S. REQUIRED 15}IEET 26) MACHINE SCREWS USING 1/4"-20 NUTS O 6' O.C. POURED CONCRETE ,• _ REQUIRED 4 1` EXISTING GLASS CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) r--- 7RWO IF L 0 SUB IF ALULRA IIFF--••------ O• APPUTABLE i.- TO CLASS O I uH SCE¢01295)t (oR¢� 25)�s1 . IXISTIN ' � y ` I clAs� I 1 I f 5 E%ISTING i I I EDGE OF cA o i SEPAHAMIN710N ijrSEP TO CLASS CLASS TO CLASS (SEE SCHEDULE (SEE SCHEDULE ON SHEET 25) Ilip ' O ON SHEET 25) IXISTINa I I i i POURED FLAT HEAD CONCTETE ANCHORS GLASS CONCRETE (SEE SCHEDULE ON SHEET 26) REQUIRED HD WALL HEADER INSTALLATION ® HD CEILING INSTALLATION ® HD TRENCH INST LLATION EXISTING� GIl45 2 L. ��IE➢DUUIL i T O NMIN. �(SEi SCHEDULE I T ' {NI1TJARATION --(SR ' SCHEDULE W SLDEf 25) EXISTING ._,i aN SHEET Ie) CLASS G I EXISTING �S—OPnOlUL III' I III o t ) "OPTIONN.� --ti I14HEAHEADI S�l4eJ/4' HE%NII+ A,�g I I $ IO TEK SCREWS H{6 6" Q.C. I ©Fg L ___ EQ EO 114x3/4" HIX HEAD t8 M SCREWS bbb J' D.C.I OR 1/4'e-201S.S. M.S. W/ MR 3' O.C. I CONCRETE ANCHORS (SEE SCHEDULE ON 'I 1. i' I EWE OF APPUP.teIE EO.� -� (SE�CDE RETE AN SCHEDULfi OM POURED CONCRETE NUTS ® 6" O.C. WALL REQ'D. SHEET 26) EE ,HQ WALL SILL_ INSTALLABON CONCRETE RPOURED EQUIRED [72.-2MOUNTING TION OF SECTIONS: ©HD RAINGUARD INSTALLATION E SHEET21 FOR TYPICAL SE0)1TERBLYD. aEDCE DISTANSECnONS CAN BE COMBINED (SEE SPECIFlCAnONS ON SHEET 26) EDGE OF 1 SUB IF I MMIREU LFLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) HQ WALK —OVER INSTALLATION 1 1 11493/4' HEX WASHER ,-HEAD TER SCREWS O B" O.C. -CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) EDCE OF SLAB IF WIAAPPIJGRBLE GG HD FLOOR INSTALLATION INSTALLATION DETAILS WZ O HV BLADE SCALE: 3/8"-1" F.B.C. Non High Velocity Hurricane Zone CD2008 EASTERN METAL SUPPLY, INC. BERTHA HVTM' E•- 7T1 7EC o7m,� A S A Accordion Shutter System .� ■ •"- '- — American Shutter stems SY TIWT TESTING &ENGINEERING COMPANY EV• H. TuscRIPnDH DATC ORAwN e+ .Dv. o. 1 OLD a+-Ses 07/13/06 DATE: 07/25/OB. • • 055 Nw. 36w• 5E, SIC 305. WC— GARDENS, FLCIWA 31X6e Ph- I (303)871-1530 . F- : (305)871-1531 -mon: 0008Yml.eom 8719 Assoclatton, Inc. 4268 bleat Roads Drive West Palm Beach, FL 33407 2 DRAWING No p rf O$r' ••,C Y rya," 3 4 `-'-'• • n tl0 R A. TI wALTER A nUJr 3.. P.E Phone: (500)432-2204 . Fax: (581)209-8380 `�` 6 SHEET .--22..QF 28 P.E. SEAtryj$ NAT�R /DATE �0 uc. / uT6r 6 Sing gND WALL CONNECTION DETAILS ON SHEET 24 Ewsnrlc class INSTALLATIO IN `(f- �� OUT ¢P * SEE NOTES ON LOCKING RODS ®& HD ® LOCKS ON SHEETS 21 M2 HV BLADE O OR ©OR ®+l O OR DEND ETAILS ONE SHEET 24• CONN— I : -EXISTING GLASS -r -C OR2 2•xrxl/5•xo•-z• s 35 35 * 6063-TB ALLOY) ALUM. 1* 7k ( ANGLE W/ (2) 1/410 /2I (OPTIONAL) ,} (OPTIONAL) TAPCON ANCNOR9 70 #14 x 3/4' S.Y.B. O I2• ('4) H.V. ;aRCRErE (wP/e°rroun eG MIN. sEPARAnGN TD cuss PINS Iry 33 & (4) /14x1/2' S.Y.S.1 I (SEE SCHEDULE ON SHEEr 25) ,' 1P) IN (4) I'(,�/, (M) ✓,IN �1 O°R ®°R ©* O. — CEXISTING GLASS ®+ ®OR® *® C--- — — --- IN C MIN, SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 25) F_---_---- ---_.-...-_—._ --!PV l HORS o 16' O.C. OUT I 6 1 /2' VAX. SLACK 11LIECOIr,c. i TILLIT TESTING & ENGINEERING COMPANY ,•. 0353 N.W. 30th. SI.. Sic 305, MR,1RM GARDENS, nORaA 33105 Phonx : (305)071-1530 . I- : (305)871-1531 e- oa: tnt".Q..L.:o ' �a71 EO-0006719 i'•;Qf{� •+.\r..- WALIER A. TILLIT Jr. P.E. , P.E. SEAL%SIGNATURE/DATE FLORIDA Ur, j 4{167 6 ,i2• PINS. (r HVE—HDE (oP oNA�i) NVC—iIDC SYMMETRICAL HD CENTERMATES W/ (D* LOCK (INTERIOR) + O0R I* .B.C. A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (581)209-8380 (Non High Velocity Hurricane Zone m 200B EASTERN MEAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Systei DRAWING No 08-152 — POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING CLASS -T —A (SEE SCHEDULE ON SHEET 25) PLATE. (LOCATE AT ERN ER SIDE OF (D) F14x1/2' SAL! O 16' O.C. SEE DETAIL X FOR SIDE CONNECTION TO TRACKS END CONNECTION DETAIL 1T POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED— ^ EXISTING GLASS L/ MI�ARATION TO GLASS (SEE SCHEDULE .....,..ems ON SHEET 25) a ®OLD ®OR f t] 1 + O aR END CONNECTION DETAIL CONNECTION DETAIL POURED CONCRETE OR CONCRETE POURED CONCRETE OR CONCRETE ..POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REWIRED BLOCK WALL REQUIRED /—EXISTING C1A53 �EXISTING GLASS 2' MTN EXISTING CUSS j— MIN. SEPARATION TO GLASS IN. SEPAMTION TO CLASS MIN. SEPARATION (SEE SCHEDULE ON SHEET 20) (SEE SCHEDULE ON SHEET 26) 1/ Z TO GLASS SEE SCHEDULE ON / ,. SHEET 25)' - t r T_r/ r ♦USE tOR 2' MAX. I t I ----- (AS APPLE)x2"x1/R'x0'-2' LICAB --- - _ ALUMINUM CLIP ANGLE 4 1 (6063-1e ALLOY) A7 MIDHEIGHT (1) J140/2' S.M.S. 0 TOO4 k (2)1/4'0 TAPCONS SEE DETAIL X FO SIDE COONNEECCTION ® ANCHORS 7O WALL AT 1" D.C. (LOCATE AT EITHER SIDE OF& al) SEE DETAIL FO 4 6 % + OR OR OR O ® +' ® SIDE CONNECTION OR S OR + OR 70 TRACKS ©+O ® ® s +OOR®OR@+ OR ®•© ®+© ©U + 41-9 END CONNECTIONDETAIL (1) END CONNECTION DETAIL 03 END CONNECTION DETAIL 1 REgU1RE0 ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING 114 /z• sra,s Y a6' O.C. MIN. S PASSON 70 CLASS 1/2' MIN. (SEE SCHEDULE 2 ANCHORETE _ 12' O.C. ON SHEET 25) I n n 2' "(�OR®OR(@ ��W y PLAN VIE DETAIL END INSTALLATION 2 HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. OR@J F.B.C.Mon High Velocity Hurricane �� �'•R A. Tit', •`��� •�� �• sw :',Za. 44:s� ; ( . .G•� ^— v • 1 L E C O A■S■S■A■ American Splutter Systems A330ciatt0'ne Inc. 4268 West Roads Drive Week Palm Beach, FL 33407 Phone: (B00)432-220a ,Fax: (56I)209-8380 02008 EASTERN METAL SUPPLY. INC. BERTHA HV TM Accordion Shutter System TIW7 TESTING k ENGINEERING COMPANY ! N.w. e0th. St. M% SM, VIRCe MOONS, rLMDA 33IN (305)671-$630 . Fox 1 (705)571-1531 —a; tatecOoaeLcw ER—OOD671e WALTER A TaLT Jr, P.E. FLORA Uc 1 44167 LY- N. aesaaPnaN DATE t1RAwn Br. 4.a.K/L0. 1 OLD 05-3e4 07/27/00 OATS: 07/25/05 2 DRAWING No 0$� `�2 �'•.F+r-_�_ P.E. SEAL/SIGNN URE/DATE 3 4 24 E F a MAXIMUM SHUTTER SPAN* "L+" OR "L-" (1t.) INSTALLATIONS W/ ,SYI ETRICAL {Dj OR®. W/ ONE H.D. LOCK 'k NO LOCKING RODS ( • uAnYUY OESCA LO/8 CONCRETE h CONCRETE BLOCK INSTALLATIONS (P's'r') ALL MOUNTING CONDITIONS L1 0 OR 1B-0 40 17'-4' n1o" 45 1G'-4' 50 15'-6' 55 14'-10 80• 14'-2' 65 131-8' 70 13'-2' 14-I1 75 12'-B' 80 - es tr-1r 1 - BO 11'-6' 13'-2' 95 I1'-3' 100 10'-6' 105 110 e'-6' 116 120 W-9' 11'-5' 125 - 11'-2' 130 - 10'-11' 135 - 10'-9' 140 145 150 — 10'-2' — 155 — 10'-0' 165 0'-7" — W-5' - 9'-4' L )(C NOTES! (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE T DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEIUNG: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN'L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL T THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND %-'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE L1+- WAX. SPAN FOR WALL MOUNTING'INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A OWN NEGATIVE DESIGN LOAD: DETERMINE: Li-- MAIL SPAN FOR.WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE ( ANCHOR = AN AND MINIMUM BETWEEN 'Lt+', %2+', 'LI-'L AND 'L2 ALLOWABLE SCHEDULE MAXIMUM IMUM DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. (2HV BLADE - : T1LLR TESTING h ENGINEERING COMPANY = 835S N.W. 36M. SL. St. 3D5, VJWWA WIDENS, FLOBMA MIN Ph— : (305)871-1530 . Paz 1 (305)871-1531 :" Lf�. F�LC • t : 4-moD: OGee"aSaLaom EBG00 ...�/,�� . j � T P.E. SEAtISIG[�tT�RE/DATE Jr.71D WALTER A..TB1R . P.E. FWRJUA Ua. / 44187 INSTALLATION LEGEND SUBSTIWE POURED CONCRETE WOUNTMS (SHEET 2x) WALL MOUNTING AA k EE FLOOR/CEILING BB, CC. DD, MOUNTING FF do CG WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 4 3" F.B.C. A.&S.AI. American Shutter Systems Association, Inc. 4268 West Roads Orlve West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (551)209-8380 (Hon High Velocity Hurricane ® 2008 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Sy OLD DRAWING No 08-152 ANCj1ORS Sam LEe¢w CORRESPONDING MAXIMUM DESIGN PRESSURE RATING (R, _fa AND MAXIMUM ANCHOR+` SPACING (ice) SCHEE)ULE I 4•. TAPCON FOR A GIVEN MAX, SHUTTER SPAN, MAXIMUM DESIGN ,GOAD AND A CORRESPONDING MOUONG TYPE FOR CONCRETE INSTALLATIONS POURED CONCRETE ALL MOUNTINGS M THRU CG (SHEET 22) MAXIMUM SPAN (ft) USE MAXIMUM 'VALUES BETWEEN POSRVE AND NEGATIVE LORDS 50 OR LESS >50 TO §o >90 TO 120 >120 TO 160 >i6o TO 195 e, OR LESS LE 12' 8" 6" 4' 3 3/4" 9" UP TO 6" 3" — — — 12'-1" 10" 6" 4" 4' — 4" 3" — — — >12'—I" UP TO 7 1/2" 5 1/2" 4" — — (4) ANCHORS TO WALL SHALL PEAS FOLLOWS; AI) TO EXISTING POURED CONCRETE. (MLR. F'a - 3350 P.1) 1/4-0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. ULNUUM EUBEONENT INTO POURED CONCRETE OF TAPCON IS 1 3/4". A2) TO EXISTMG POURED CONCRETE; (IB". r. - 2899 Pd) - e/16 * TAPCON XL ANCHORS, AS UAN UFACTURIM TN LT.W. BUILDER. MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/I8" TAPCON XL ANCHORS IS 2 1/4'. A,7) IN GCSE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE Ext MO WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAM STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A-0 ABOVE. FOR INSTALLATIONS ON VMTf. SMIN0 OR EFS CONSULT THIS ENGINEER. (B) ANCHORS SHALL. Be INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR MINIMUM REQUIRED WOE DWANCE FOR ANCHORS. 2 HV BLADE MINIMUM REQUIRED WE DISTANCE FOR AHCHu UA)ODUM ANCHOR SPACINGS ARE VALID FOR 3- EDGE DISTANCE FOR 1/4'0 TAPCON AND 3 5/8' EDGE DISTANCE FOR 5/I5'6 TAPCON XL F.B.C. Non High Velocity Hurricone Zone - l • — " • ''S a f� (!i^Q 70n� •._ . 1 - P.E. SEAL/SIGNATURE/DATE I L E C O N. A A American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach. FL 33407 Phone: 600 432-2204 . Fox: 561 209-8380 ( ) ( 0 2008 PASTERN METAL SUPPLY, INC. BERTHA HV T" Accordion Shutter System TlLUT TESTING 8 ENGINEERING COMPANY Rs N.W. 3 SI., S1.. 305. VRGINIA MOMS. FIDRIOA 33186 S'1 Phon. ; (306)871-I830 . Fo. t (305)871-1531 -I: BN.maaeLmm EB-0008718 WALTER A TIN Jr. P.E O. FIORIOA I I +41RT E_Y.Na DESCRIPTION DATE DRAWN Bi: U•M.U. 1 OLD 09-3v4 W/:e/an OAIE: 07/25/DB . DRAWING ND �8-152 3 4 S SHEET 28 OF. 28 6 `i I 1 t2• WIN. CLEARAN TO BLADE TOM EDGE BLADES - 3-e OPENING KNUCKLE (TYP) 1 E.Q. E.Q. FLAT PORTION OF BLADE 0.1875" E O.D625" r 0.0625" �T- - 1A J HV WINDOW BLADE SECTION X-X 0.0625" I v I I 44 HV WINDOW \I 2 1/5' MIN. CLEM I I 2 1/4' CLEAR f 5 3/4' SEPARATION BETWEEN I BETWEEN TABS ON CENTERS BLADE OPENINGS I I I 1^ / I 12' MIN. CiLFARA410E TO SL DE GOTTOM GE SCALE: 3/e"=1" f I i - 0.0625" EXTERIOR ELEVATION SCALE: 1" = 1" TYPICAL HV WINDOW BLADE [� AND POLYCARBONATE HV WINDOW DETAIL POLYCARBONATE IMPACT RESISTANT HV WINDOW GAYER MAKROLON 3103 POLYCARBONATE RESINS, UV -STABILIZED GRADE BAYER MATERIAL/SCIENCE LLC. MAKROLON 3103: TYPICAL PROPERTIES APPLICABLE STANDARD REFERENCE RESULT SPECIFIC GRAVITY ASTM 0792 0.043 IbAr? M CFT NI TENSILE YIELD STRENGTH ASRA D638 0.400 P•91. FLEXURAL STRENGTH AT YIELD ASTN D790 12,500 p•e.l. FLEXURAL MODULUS ASTM D790 340.000 P.e.1. IMPACT" NOTCHED IZOO ASTM D256 16 Fr-Ib/In FlR BRUIN YI HARACTFRI•C• SMOKE DENSITY ASTN D2843 472 R RATE OF BURNING ASTM D635 C-1 CUSS SELF IGNITION ASTM D1929 1G40 'F W�A7H,.ERING: ASTM 0155 TENSILE STRENGTH AFTER WEATHERING ASTM 838 9302 P.0 TENSILE STRESS BEFORE WEATHERING, ASTM 6M 8461. P.-J. F.B.C. .. r AmSAAR • ' '" ' 41 American Shutter Systems ' TiLUT TESTING •& ENGINEERING COMPANY y :+ `:�.._ • u_T455 N.W. 3eln. sL, bft Sae. KRG"4A GAWM. FLoww aloe ASSOOlatiOh. Inc. Ph— : (305)871-1530 . F- : (305)871-1531 4268 West Roada Drive .-m.11; tut ..O..Lmm We., Palm Beach. FL 33407 wALTER A. TILLR Jr.P.E. e[�AAy�11L" '•yam ^� %J EB-0009716 phone: CSCO)432-2204 . Fax: (561)209-13360 •. '�JCI" Q'� ��a�_ ^ f'LOFGOA Ma / 44167 _ P.E. SfALiS[GTiIATIfRE/DATE (Non high Velocity Hurricane L 02008 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Sysi DRAWING No 08-152 r� . r� AA AA yMMy �d {9,1 (9 C9 C9 {+,�i C9- C9• C� {�• C9: I\�YYYI I\`���III111 I\R+1 I I ELEVATION 1AN SERARAnON TO G Ass EXISTING GLASS �(SE Sd�IAE ON SOR 12 Rri & -----_ II} AM aI sDEr ae EaR aMEsmB QA — — — — — — — — — — — — — — — — — — ----------- �------------- - - - - - - - - - - - - - - v v v v1 r@-�, w10 (SEE NOTE 4 ABOVQ `p1 AST TYPICAL In HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (g SHUTTER* N.T.S. P.E. SEAL%SIG(JAMRE/DATA IL EC O Mlle. TIWT TESTING k ENGINEERING COMPANY 5! N.W. 35Ih. St.. SIN. 305. VMC M GARDM nA ()A MISS Phone : (305)871-1530 . Fox r (305)371-1531 e—mo0: tat..6001.cnm E9-000571E WALTER A. TILLR Jr. F.E. ftDfl1DA Ue. 111 44167 4 GENERAL IIA!rranoNS ANO GONDm N4 OF S FOR 9 UNISON WITH-HV WINDOW BLATIF qA 1. MAX. DESON PRESSURE RATINQ 4110, - 110 P.E.f. 2 MAX. SHUTTER SPAN: 95' 3. ALLOWED MOUNNNOS: A. % O k N ON SHEETS 6, 7; AS WELL AS MOUNTINGS M. 0. T, U A W ON SHEETS III & 19. Rp �T INS BS E7 FOR OPPOSItt0 W CASE Of OPPOSING E INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CEN S. (A) HV WINDOW GLADE B SW.L ONLY ALLOW A MAXMUN OF 5 OPENINGS (3'/ HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEET 27. ... (a) MR. CLEARANCE FR1�11 TOP OR BOTTOM EDGE OF NY -WINDOW BLADE © < OF ANY 3.0 HOLE FOR %9 SHALL BE 12•. 0 FWST OR L§ BLADE COLBNO OUT FROM STARTERS AT ENDS WY BE HV DOW BLADE 1 (0) FW WINDOW BLADE 0 MUST BE USED ALTERNATE TO A SOLID HV BLADE@ THROUGHOUT SHUrrEWS WIDTH. (E T AT LTRIER SHALL E ALWAYS E ��D ADJACENT TO A SOLID NV (FT POLyO%RBCNATE HV WDHDCW 4 SHALL DE INSFAIIID SO 71jA[ TABS FACE TALE INTERIOR OF THE OPENING D NG PROTECTED. FiV YANDOW N_tyD MUST BE ONLY INSTALLED AND LOCKED USING A HHV SE01N0 TOOL PROND BY ASS& INC 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 16. AS LOOTED BY SPAN AND DESIGN LOAD (SEE NOTES t k 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13 h 14 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 h 2 ABOVE). B. MINIMUM SEPARATION TO GLASS SCHEDULE, PER ASTM E-111961 WIND ZONE MINIMUM SEPAPATION TO CLASS t THRU 3 1• 4 6.25• &SMSM& American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Faw: (561)209-8360 (Non High Velocity Hurricane cone) ® 2008 EASTERN METAL SUPPLY. INC. BERTHA HV TM Accordion Shutter System DRAWING No 08--152