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HomeMy WebLinkAboutSUBMITTED PAPERSPL:41,NING & DEVELOPMENT SERVIC1, ..,)EPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue SCANNEn Fort Pierce, FL 34982 772-462-1553 BY - St. Luce County / APPLICATION FOR STORM SHUTTER PERMIT utn�z—o—a-�-)4 DATE: �( PERMIT NUMBER 1. LOCATION/SITE ADDRESS: 6O S 4GE/�/t%�����,fL��'S'�� �C �G �V.9, T /-7 2. PARCEL ID NUMBER: 7.50-D - 70y2 _ 00 6IC2- — ®©O- w 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: /ti �Ci©I�1q000•eAV10,-j Sl� 7 / C 4. TYPE OF STRUCTURE: SIR 5. OWNER INFORMATION Name: Address: City: / //U/,2ew, V/-5,rState: Al Zip: Z17S Phone: Type of Surface attachment: Wood Frame ADDITION OTHER 6. CONTRACTOR INFORMATION { v FL Reg/Cert #: County Cert Business Name: -ar�P Phone number: Concrete Masonry Other Maximum Opening Pressure per A.S.C.E. 7 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Anal sis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing 60� O %�35fL1 7 /d� ACP/J 70 P 1s'v S.3' ,O wT�w r. d-%x r xxm%m -unDNF T1F.RRTC_ ALL PRODUCTS SHALL BE LAt91kA M JJ 1+V1xM rr.tuv,.u.,l..s uvu n•-=-W��=��- --L-__�_._ .. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ONBACK . � �- 7. VALUE OF CONSTRUCTION: $ c� i 19 sit I FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is o t all wo will be done in compliance with all applicable laws regulating construction and zoning. PRINT NAM OF OWNER OR CONTRACTOR/QUAL-IFIER SI NATURE OF OWNER OR CONTRAC QUALIFIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS Cl—)— DAY OF 20__U BY, IS P ONAL Y OWN TO ME OR WHO HAS PR DUCED AS IDENTIFICATIO ' SIGNATURE NOTARY TYPE 0� rr NAME OF N TARY SEAL TITLE: NOT Y PUBLIC COMMISSI,9A NUMBER SLCPDSD Revised 96/17/2010 Property Appraiser - St.Lucie County, Ff - Page 1 of 1 Robert Mascio Record: 1 of 1 Property Identification Site Address: 9960 S OCEAN DR 202 Secrrown/Range: 02 :37S :41 E Map ID: 45/02S Zoning: Ownership and Mailing Owner: Robert Mascio Pina Mascio Address: 665 Roosevelt Ave Lindenhurst NY 11757-5845 PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes ParcellD: 4502-702-0002-000-2 Account #: 122177 Land, Use: Condo City/Cnty: St Lucie County Legal Description THE MIRAMAR II UNIT 202 (OR 703-2015) Exemptions Permits Home Print Vj ffM. �� Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 188500 Land Value: 0 Acres: 0.02 7/31/1990 155000 00 WD 0703 / 2015 Assessed: 188500 Building Value: 188500 10/1/1984 128000 00 CV 0446 / 2484 Ag.Credit: 0 Finished Area: 1434 SgFt Exempt: Taxable: Taxes: 3917.82 BUILDING INFORMATION a Exterior Features 3900 View: Ocean RoofCover: - RoofStruct: - View ExtType: X092 - ThMiramarll YearBlt: 1984 Frame: - Grade: X92C - MiramarllC EfiYrBlt: 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 1/2Bath: 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. YrBit. No. Land Use Type Measure 1 0400-Condo OF -Unit 0 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. Depth 0 http://www.,paslc,.pra/prc.asp?prclid=450270200020002 7/6/2011 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3607003 OR BOOS;-' �05 PAGE 2774, Recorded 07/06/2011 r,- - ';2:55 PM 05-24-11;09:12AM;EXPERT SHUTTERS ;l 772 871 0990 # 1/ 1 �ewdmt�di�bs�raooeoo4�ti�peo�emrswab�m�mceadoielpopapr,mdle0Cm0lm ev &Chgw713. }7QIda6maQle�powioaia6vmaSmlty�o�iddmtbtioypoolC®mea� y50a.- ba-DWl� L nIR��OttOi►!(is�ldea�pdmed�tldtm.i[atia�bk)7s7ciOfiDM��: Orin' �. smwsvmaN a i�am►Lma�aaraie�a►romrr ,�\ �n �rwc� • ���kt �S I0wi V90Wr 0lr a t .-)mse ,��^��t..,k!`t9rsemai.,.�.o • �w.i r� s a4aarax���..�a�rsrmr�.,maa�4>� . 7. Prom. moar�uCFTaidsda�eaepdbYOa�up�vmomm4�caaall�adoomeaamg6v�.adafpiovlldby Sadw t3 (Q W 7,FAdit2W kc 7�i3�.u(ibFla�se� °NOES'�90a9�ostQoorint4�tceetvo■eapyoeeetrmat,rrodeea,�v,.ldedtoscmm simt�roia„� I B0Xd=dVb0fmdee0f -gyp teg(*BCW dmddoisly=lvmtludmof== mkna WE adsWb aped} - comwof . TCA2sWb9bm=m v-wbowWpdbs&m=" i d pd Ju-nc. yp 1 W i� � ...•.a: �.aom�yra� thd�roultinatpeljory.Ia.eW.artltrrasndmetv�.mffiaibna�falo.no.mmebneefmytmowl.dje.,d , belle[ (S:r?ton Y1.32f� Platdi sal $y 401 d-I.1) STATE OF FLOR'IlYA" ST. LUCIE COUNTY THIS ISTO Loth TIFYTHATTHIS IS TRUE AND CORRECT COPY OF THE ORIGINAL. JOSEP . SNIIT CLE By: Deputsy C irk Date: `7- BUILDINGS PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS N CLADDING (P S F) FOR ASCE 7 05 PEAK ROOF HEIGHT LESS THAN OR EOUAL TO 60 FEET r BASIC WIND SPEED = 140 mph CATEGORY 11 BUILDINGS (1=1.00) RESIDENTIAL. APARTMENT BUILDINGS & COMMERCW. BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF HEIGHT 2 A < 20 FT rr 20 F7 < A < 50 FT' rr A ) 50 Fly rr (h) POSITIVE NEGATIVE POSH" NF6Al" IN POSmVE REGARVE 0' - 15, 42.7 572 40.5 52.4 N 37.B 46.B > 15'-20' 45.4 BOX 43.0 55.7� 40.1 49.7 > 20'-25' 476 63.7 45.1 58. ; • 42.1 52.1 > 25'-30' 149.4 66.2 46.9 6 . , 43.7 54.1 52.5 70.3 49.8 64. 46.4 575 S5.0 73.7 52.2 673T,� W 48.7 60.3 > 50'-60' 572 76.6 54.2 7 0.2 50.6 62.6 64 1 BASIC WIND SPEED = 140 mph RESIDENTIAL, APARTMENT BUILDINGS & ( "Q2i PEAK ROOF HEIGHT rr _ A < SO iT V'� �- A > 50 F? sr . (h) POSIRVF NFGAT)Vf �.. POSITNF NEGATIVE > 60' - 70' 54.1 9 ,(1 1 49.2 85.3 > 70' - 80' 55.5 102b,. 50.6 BZ7 > 80' - 90' 57.0 104.5 51.8 89.9 > Bo' - IDO' 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 98.7 64.4 718.0 f60' - 180' 66.0 121.0 60.0 104.0 123.7 > 200' - 250' 70.7 129.6 64.3 111.5 > 250' - 300' 73.5 134.7 66.8 115.8 > 300' - J50' 75.9 139.1 169.0 119.6 > 350, - 400' 78.1 1431 71.0 123.1 > 400' - 45D' 80.0 146.7 172.7 > 450' - 500' 87.8 150.0 1 74.4 129.0 A107M 7.) 7MS CE7Ti7flED SIGNED AND SEALED WIND LOAD SCHEDULE: PREPARED BY THIS ENGINEER, BASED ON ASCE 7-05, SEC17DN 6 STANDARD, FOR A B45TC W1HO SPEID OF 740 MP7l. AND APPLICABLE WPORTANCE FACTORS & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORM4RON FOR A SIX SPECIRC PROJECT 2.) WIS WIND LOAD SCHEDULE MUST BE SIGNED SEALED AND DATED BY THIS FNGINEFR IF USED TO OBTAIN A ONE 77AIE BUILDING PERMIT. 3) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND LOADS- BASED ON THIS OaimC WIND LOAD SCHEDULE 4.) THIS WIND LOAM SCFEDULE swu BE CONSIDERED INVAILD fF ALTERED BY ANY AWAN& 5) DESIGN WWD LOADS SE7EC7ED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS NAND LOAD SCHEDULE SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER &.g.. SPREADSHEET, OPENING SCHEDULE/CHART. EM). This is Not A Master Drawing: Valid Only For One Time Feimli. WDIGITEO PRESSURES CORRESPOND TD THE MAXIMUM END ZONE AND INTERK7R ZONE CONDITIONS AND FOR ALL ROOF SLOPES. . SHUTTER AREA ° RATO 54 (1) A = L..x L FOR SLATS, WHERE S L - SLAT SPAN. (2) WHERE S = SPACING BETWEEN STORM BARS L STORM BARS SPAN. (3) A = L r h/2 FOR HEAOEM WHERE L > HEADER SPAN. h STORM BAR HEIGHT (SPAN). (4) A = S r L FOR ARXLIQNC, WHERE S- SPACING BETWEEN MULLIONS 1 = MULLION SPAM aLCaY�C PRODUCTS WHICH BEAR A I MMM-OADE COUNTY OR A F.B.G APPROVAL QOofSI��. ��`6� BUILDING Saffim7/C 2007 FLORIDA BUILDING CODE (NON HIGH VELOCITY HURRICANE ZONES) ASCE 7-05 / WIND LOAD SCHEDULES AS AWN ROLL -UP SHUTTERS rrr Sc" !/e/08 L E WIND LOAD SCHEDULE °"TE T1LLI7 TESTFN° & ETIOWEERING COMPANY BASK LYWD SPEED � !40 mph SMSURE A Xd = 085 08-060 a N& sfa S/S necHu r Ls, n ylfb a�o,n'�jw)nn-7110 . Far : (.W)Al7-m7 mwmr a>a uu w Aaee�+w Am DRAWING No MAY 0 12009 WAL7ER"�. PE ay. w ��7 _ - - SHEET ! OF ! 110Po114 Tic r NAME MASCIO WALL PRESURE INTER/END ZONE UPPER TRACK DETAIL LOWE TRACK� DETAIL ZE WXH mom STORM # REQ'D HEADER REQ'D Y/N STORM BOLTED Y/N ----------- Florida Building Code Online (,�1 Pagel of 3 BCIS Home Log In I User Registration' I Hot Topics I Submit Surcharge I Stats & Facts I Publicath Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL11354 Application Type New Code Version 2007 Application Status Approved Comments YNA Archived W �Mb 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 FI, Florida Professional Enginee 07 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=wGEVXQwtDgvIL5K15 SWId... 6/15/2009 t �w 1. BERTHA N.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PIED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SMALL BE -ETERMMED AS PER SECTION ASCE - THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR Kd�0.65. W ACCORDANCE WITH ASCE >-OS STANDARD. W ORDER 10 VERIFY TmAjr DURATION COMPONENTS FACTOR AND ., INCH WAS USED FOR D., ASA TESTED- OF WERE ENNNOT NEWOOD. STRESSED, A 33 X INCREASE IN ALLOWABLE ' STRESS FOR WIND LOADS WAS � USED IN THEIR ANALYSIS. HOWEVER, A WIND BERTHA N.V. ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND URGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AL REPORTSEVEL -HV BLADE © 00214.01-03. /071S.O1-03, #1004.01-05, #1214.01-OS AND 0317.02-06 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS AND ASTM E-1886 AND E-1998 STANDARDS MISSILE L D, WIND ZONES 1, 2, 3 & 4). -HV WINDOW BUDEJB l0605.01-08 AS PER TAS 201, TAB 202 AND TAS 203 PROTOCOLS AND ASTM E-1886 AND E-1996 (MISSILE LEVEL D. WIND ZONES 1, 2, 3 & 4). -NY BLADE W 10422.01-05 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS, 2. HV BrADE LD AND HV BLADE m ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE X LAC" WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH SECTION 6,.OF ASCE 7-05 STANDARD. ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES TRUST BE APPLIED TO THE CORRESPONDING WIND ZONE THIS SHALL INCLUDE REQUIREMENTS FOR MIN. SEPARATION TO GLASS. DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VAUDV.. OF COMPONENTS FOR KV BLADE 1 & 2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND ASCE 7-05 STANDARD, AND SMALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR, HY BLADE W ANP HV WTHOOW 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 % 14X2.75 AND 6 101.75 RESPECTIVELY, 410-HT MINIMUM SERIES APSTAINLESS SCREWS WITH 1.35.0 kal YIELD STRENGTH TERED WITH AMERCPN SHUTTER SYSTEMS DASSOCATON. FINE; MUST BEM PINS SHALL BE TTIE HV MARKING ONTHEIR WITH HERO. BERTKA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-16 ALLOY 15 31.7 kal AND 35.7 kof FOR 6005-T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 80 kol MIN. YIELD STRENGTH AND C0 W MIN. TENSILE STRENGTH. 6. BOLAS TO BE ASTM A-307 GALVANIZED STEEL, OR AST 304 OR 316 SERIFS STAINLESS STEEL WITH 35 ksl MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: NY BLADE ID : 13,14.16,16 AND 17 HV BLADE ® 26. HV BLADE O & @ WORKING IN UNISON: 13, 14 & 16 & THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BFMS A U.S. PATENT {6'778,562. COMPONENTS OF THIS APPROVAL ME COVERED, IN WHOLE OR IN PART BY U.S. PATENT /5'458,179 ISSUED TO EASTERN . METAL SUPPLY, INC. 9. IT STALL 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 REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. EACH UNIT M T R LOCK ALL A BEAR PERMANENT LABEL EELIN HD LOCKS. PLACE WITH WARNING NOTE. DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS. MUST PROPERLY CLOSE ALL HV AND HD TES 1T. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1714.0.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1714.8.2 OF THE FLORIDA BUILDING CODE: 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONBLO REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.. 13. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SOE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT-SASED 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 F.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (SITESPECIFIC PROTECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.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 THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) 'THIS P.E.D. SHALL BEM THE DATE AND ORIGINAL. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. P.E. SEZL SIGNAWREf DAT IL ECO�Iy�. TILLIT TESTING & ENGINEERING COMPANY 5S N.W. 751R 5L. St. 3D5. V=WIA IVAOENS. n"VA 331a6 Ptron. 1 (305)871-153a . ram : (305)871-1531 Ee-oaae7la WALTER A TILL.IT Jr. P.E. FLORIDA U.. / 44167 TABLE OF CONTENTS AREA I, HV BILAUES (D A%Q & Cb GENERAL NOTES SYSTEM COMPONENTS 1-20, SYSTEM COMPONENTS 21-37 TYPICAL SHUTTER ASSEMBLY 38-43 AREA 2.• HV BLADE G) AND HV WINDOW SHEET 1 SHEET 2 SHEE' 3 SHEET 4 BLADE HAl (MERE APPLIGABLEI TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. SHEET 5 INSTALLATION DETAILS A-E CGNCRETE/SLOCK SHEET 6 INSTAIATON DETAILS F-L CONCRETE/6LOCK SHEET 7 CENTERMATE DETAILS W SHEET B CENTERMATE ALTERNATING DETAILS HV SHEET 9 CENTERMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1-6 CONGRM/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 18 ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M-R-WOOD SHEET 18 INSTALATIGN DETAILS S-X-WG00 SHEET 19 END CONNECTION DETAILS 7-12. X SHEET 20 AREA ;• HV BLADE m ONLY TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. SHEET 21 INSTALLATION DETAILS M-GG SHEET 22 CENTERMAIE DETAILS HD SHEET 23 END CONNECTION DETAILS 1-8, X SHEET 24 MAXIMUM SPAN TABLES SHEET 25 ANCHOR SCHEDULE CONCRETE SHEET 26 AREA 4• HV WINnQW BLADE a TYPICAL WINDOW BLADE & WINDOW DETAIL ONLY SHEEP 27 TYPICAL SHUTTER ELEVATION SHEET 26 F.B.C. A.S.SmA. American Shutter Systems Association. Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-B380 n High Velocity Hurricane ® 200E EASTERN METAL SUPPLY, INC. BERTHA HV TM . 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OR J/e•4-I6 A6ETAL 1HYRBSCHEI'IS. .. (SEE DETAILS) I ® LOCKING ROD QUALIFIED FOR USE W/ HV BLADE 1Q do Q ° 922- 1 t--pat 14'-pa CVST 7 5- 3- 4, {. 1CT HEAD 7�RFADW F10U591a E1L.MLL 1/4'-20 65M.S. I1AKE71 PAINTED 11wTADEOV.Vqom 1 •5 Lp TWJ it HOUSING &mix •' a r : RESS T1301 m �, s7s•.3191 BRASS C1TIHCER Y.4_'m 6 ms (CNRDYE ( OWE PLATWI • RAI P r - • j PLATED) 22 L C T T' m' ® LOC� ® Hal EGRESS LOCK" QUA D FOR USE W/ HV BLADE i & 1A LY �W/14V 7� QUALIFlED FOR ILSE W/ HV QUALIFIED FOR USE W/ HVBLADED&QA1 O EQk ® ONLY. 6063—T6 ALLOY AND TEMPE 2AIJFlED FOE i ONLY 250' 0.0. 1e• 18" 7t' 6063-T6 ALLOY AND TEMPER OLD HEAD N 1.756' .9 4,p 2 SCREW t` .079' 5 ' w n 60' AFTER RIVET 1 P h 62 r BEFORE RIVETING s °6 = 1/4"gg-2d x 3/4" S13, THUMBSCREW 1 /4"f1l-20 R VLUNU_T' p *SEIZES 9444 ALUMINUM (2024-73 ALLOY) IARGE F1A11GE rr m 62 ." SHEET fMSllTr PART % 0820. AS MANUFACNRW 6V CHERRY TEXTORN, PARSIPPERf. NEW JERSEY 070 EOU/4. ® HV MALE "T_"_ LOCK CE M - 4566 HV "T" LOCK QUAUFIED FOR USE W/ HV BLADE 1 ONLY ® HV FEMALE "T" LOCK CENTERMATE ® QUALIFIEQ FOR USE AUFIED FO USE W HV 6063—T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE (TiONLY BLADE T�ONLY. 6063—T6 ALLOY AND TEMPE7r' W/HV BLADE Q ONLY, 0 6063-TS AL��47ARE 375'P © HV 3/8"0-16 A! QUALIFIED FOR USE W/ HV ULAUt I 44167•; .41 P.E. SEALXSg1 rWE/DI 6063FCT6 AISYWANIHTEMPLADE I�fA kO I/4"I Hy 1 f 4" 0-20 AISI 304 QUAUFED FOR USE W/ HV BLADE 1 k Q IL ECOINC. . TILUT TESTING Ec ENGINEERING COMPANY 35 R.W. 38th. St. St.. 30. VVIGMA CARDERS. FLORIDA 331e5 Phone : (305)871-1550 . Fax : (305)8i1-1531 .-ma9: 01-0001— EB-MOB719 WAVER A. TILUT Jr. P.E. FLORIDA U. t 44157 m 0.875' Min. .125' Max. O 804'k7CZRKEY SIURNDER DER 1.76 Max. ® HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK QUALIFIED FOR USE W/ HV BLADE 1& S k 2O . F.B.C.(Non High Velocity Hurricane Zone) ® 2003 EASTERN METAL SUPPLY, INC. BERTHA HVTM A.S.SmA. Accordion Shutter System American Shutter Systems REV.11DESCAIPBOR DATE DRAWN BY: N.C.V. Association, Inc. 1 OLD 03-354 07/p5/a3 OATO 07/25/0 4268 West Roads Drive 2 DRAWING No West Palm Beach, FL 33407 3 08—'152 Phone: (800)432-2204 . Fax: (561)208-8380 4 _„_T SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV AND HV BLADES. 1O HV BLADE 1 HV BLADE 1A O HV BLADE 2 3® HV LONG RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING 40 HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188" 0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD �3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) *Mn (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D 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' AND 'DD 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 & 24. EXTERIOR 1 (DID or(Z .--@ or 43 :J SEE NOTE FOR EOUIREMENTS) 0Y F� .y TYPICAL SHUTTER ASSEMBLY SCALE: 3/8' - 1" 00,324" .048'-I 0 7YP. WHEEL CARRIAGE _DETAIL N.T.S. EXTERIOR PIN © OR ® AT .RIOR WS KNUCKLE, NOTE k FOR AREMENTS) ASSEMBLY LAYOUT N.T.S. F.B.C.(Non High Velocity Hurricane Zone),' 2DOB EASTERN MLYAL SUPPLY, INC. BERTHA HVTM Z1E E C O A S S A Accordion Shutter System N�. ■ ■ ■ TiLLIT TESTING & ENGINEERING COMPANY REV. Nd OESCN1PMN VATE DNAWN en M.C.V./F.P. = American Shutter Systems 1 OLD 03-364 07/25/08 0A7E: 07 25 oe ^�• IM N.M. 361h. L. Sta. 303 VMGMIA GNIOTNS. FWMDA 33168 Association, Inc. 2 DRAWING No Pho- : (305)871-1530 . Fax : (303)871-1031 4265 West Roads D&a �A n ti, yp 'LOQu 3 a —moil: L'It•wooaxom West P.I. Beach, FL 33407 08�� �2 4 %0� WALTER A TILUT14, P,G Phone: (800)432-2204 . Fox: (581)209-8380 4 H 0 26 P.E. SEAL/SIGNATURE/DATE FLolaw l a y 44167 c SEE END J CONNECTION DETAILS ON SHEET 11 TYP. FULL HEIGHT. pqI T INER IMATE ®•O.©a1©iO• 18 Q•®o6O9•©3ax19.O$ TYPICAL In HIV BLADE SHUTTER ELEVATION N.T.S. C 1. lUW(L►TORY GONOInON /1: ONE HV LOCK (5 or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BLOW ][2 OF SHUTTER SPAN FOR SPANS UP TO 105'. AND FOR INSTAU. TIONS�T ANY ELEVATION. W LOCK ¢9 or �"1 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO '6 OR CENTERMATES W[(2) 1/4.0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. npngN& gpom ft IF DESIRED, FOR BETTER PER FOR TTY PURPOSES, UP TO TWO HV LOCKS Qq qq OR E OCK. CONNECTION. OF LOCKS TO CENTERMATES R-�^9 INDICATED ON NOTE (1) ABOVE —CM71ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTION& coNnITION #I OJAIJQ ONLY WHEN MANPMRY CONDITION. #11 OR LIMITED MANDATORY CONDITION 11 IS USED 0 H.V. LOGKSI: LOCKING R005 ARE NOT REQUIRED AT_. URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS 15 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). OE D/ O YE ® S BE USED AT CORNER CENERMATES FO NDIN9ALlTID E LOCK, ATTACHED TO Q3 CORNER CENTERMATE W/(2) 1/40-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP do BO OM 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. 5. ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND INST TIONS 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 S. 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. WONE ALTERNATE HV r LOCK ® MAY BE INS LEO IN LIEU OF HV LOCKS ® OR FOR ANY SPAN AND I STALLATIO AT ANY ELEVATION. ALTERNATE LOCK � Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK (9 INCLUDES USING REINFORCI G LOCKER . AS SHOWN ON SECTION HVG, SHEET 0, WHICH MUST BE CONNECTED TO CENTERMATES ®AND WW/ 1/4'0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/00 x 3/32' WINGNLIT OR W/ 1/4'/-ZOxI' S.S.M.S. INTO A 1/4'ox 5/8' RNNUT, LACK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN, USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. *NOTES QN_HD LOCKS & CENTER�MATES 1. HO LACK W/ ND C gMATES � OR W/ A$ ;ONE ALTERNATE HD LOCK © MAYBE USED IN UEU OF HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION, ALTERNATE HO LOCK ® MAY BE USED AS AN INSIDE REINFORCEMENT INSERTI0 AS SHOWN ONSECTIONS H LOCK D HDC-HVC,wl 3SHEET 30 BLOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOOKING RODS ® IS COMPLETELY OPTIONAL r„' 1 �'• �' I L E C O i m, ' TILLIT TESTING & ENGINEERING COMPANY ,�,�• e353 NW, 3Mx. 51.. St.. 303. VIRCx6A GARDENS, FLORIDA 33105 Phone : (306)fl71-1930 . Fos : (303)671-1331 �R. - WALIEq A. TILUT Jr. P.E. .E. SJ1- SI NAMRE/DATE FLORIDA Ue. f 44167 F.B.C.Mon High Velocity Hurricane © 20011 EASTERN METAL SUPPLY, INC. AS S A BERTHA HVTM' ■ ■ ■ ■ Accordion Shutter Sy American Shutter Systems EY. NJ DESCRIPTION I DATE I DRAWN M Assoclotion, Inc. 1 I an 03-364 07126/06 DATE: I 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8360 : DRAWING No 08-152 r-- 5 2 (R+ POURED I OR CONC REQUIRED CONCRETE ANCHORS,t,. ;SEE SCHEDULE ON SHEET 13) 1' rLOA. 1 '0-204/4• S.S. WHINE 17 OR 18 EQ • E SCREWS USING 1/4'-20 NUTS O 12" O.C. 13 oR }5 r.257" Max. D r - OPTIONAL r 1 ©HVWALL HEADER INSTALLATION ®+ � MIN. SEPARATION TO C1A55 i (SEE SCHEDULE ON SHEET 12) I ' EXISTING ' GLAS 1 4"0-200/4' S.S. CONCRETE ANCHORS INE SCREWS (SEE SCHEDULE ON W/ 4'-20 SHEET 13) NUTS 0 12' O.C. ._ T' MIN. SEPARATION TD CLASS Al T—(SEE SCHEDULE ON SHEET 12) 1 © Hy WAl4_HEADER IN$TALLATIoN MIN. SEPARATION TO CLASS rn —(SEE SCHEDULE ON SHEET 12) / 1 i --• OPTIONAL an 15 Ir' I r OPTIONAL I f T I ' 1/4- Max. s - E. +' - � Mo.. 13 DR15 /2r 1/ r-- r 13 OR Q CEO EQ ---- 1' ' I OR14 1/4'0-20:]/4' S.S. M1°• --- 1 ] OR 1$ ED PHILLIPS TRUSS HEAD MACHINE SCREWS USING CONCRETE ANCHORS 1/4'0-20x3/4' S.S. PHRILPS TRUSS HEAD MACHINE SCREWS ONCRETE ANCHORS 1' 1/4'-20 NUTS 0 12' O.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS O 12' O.C. (SEE SCHEDULE ON SHEET 13) M1n. POURED CDNCRETE SHEET 1!) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLACK WALL REQlNREO QD HV WALL SILL NCRETE ANCHORS INSTALLATION SHHEEETSC4)DULE ON REQUIRED FDHV WALL SILL INSTALLATION POURED CONCRETE OR CONCRETE BLACK WALL REQUIRED O HV WALL SILL INSTALLATION °` `E°n°"5` INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY • E. D. - EDGE DISTANCE (SEE SPEOFlCATIONS ON SHEET 14) I [ ♦ SEE UM ATIONS OF USE FOR BLADE 8 ON SHEET 25, 1 H V - B LAD E 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. F.B.C.(Non High Velocity Hurricane Zone) 02000 EASTERN METAL SUPPLY, INC. ' �' �'• `� �---�— ASS A BERTHA HV TA1 ;;Q. - • ■ ■ ■ ■ Accordion Shutter System � ; �.7 • TIWT TESTING & ENGINEERING COMPANY American Shutter Systems Irv. N. DESCRIPTION DATE DRAWN BY: M.4Y./fi/I.0 �',- N.W. 35UL Sy SW ]05, vwawA (ARDI S, R.OWMA 37156 Association, Inc. I OLD 05-394 07/25/aa DATE 07/25/08 r= 7�n0Oqnp�� - r•r.�j Panne : (aDs)a71-L530 . Fa.: (!a5)a71-1511 .-m.SWlewOaol.eam 4268 Weal Roeda Drlve Wast Palm 9eoch, FL 3J407 2 DRAWING No •0•8.,!OL71[' - yam•/"••r r - ®- 671M WALTER A TILLU Jr. P.E. Phone: (500)432-2204 . Fax: (561)209-83BO 4 0�—�52 JL _ P.E. SEAL/SIGNATURE/DATE �0R01 "` 44167 a SHEET 6 6 0F 28 POURED CONCRETE ANCHORS OR ®e CONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED EDGE ( GM 9is QT 9/231 SLAB IF APPLICABLE EXISTING _ 0 BI/tE9 G) e 1A55� AITERNAi t ANCHOR i I i i EXISTING BASS LOCATION /10K3/4" HEX WASHER READ 1 1 OR 13 On(15 '. I 3/8 wR TEK SCREWS a 12' D.C. 3/8 Y CONCRETE ANCHORS t 7 (SEE SCHEDULE ON SHEET 14) i EXISTING G'J.�"a� ' : EDO OF �1/2 1 WOE OF SLAB IF _0 kzV 8 EDGE OF SLAB IF APPUCABLE i APPU E0. Q APPLICABLE fro LASS ((SW CONCRETEJ POURED + -;sa.nR O W I P VREp REQUIRED ON sates m soV FLIT HEAD CONCRETE ANCHORS � � 1 OR ®o c QUIREO (SEE SCHEDULE ON SHEET 15) ® HV FLOOR INSTALLATION t O HV WALK -•OVER INSTALLATION © HV CEILING INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE ON DOSTING i' SHEET 11) To CL. T CLASS--� EXISTING t t uL wNuacx m au+ EXISTING ^ oN am n) txl i G -fttt xf®u"WAY- 0 I'fsti sarzwc m s¢r GLASS ?1 I 1 It i t 1/4. d� t I�MAX. Et 3 15 I 1 8 Dp oil 1 e' 8 IAN. HEX WASHER I HEA037/E1E SCCREWS • _ ___ i 1 I/4F e14tt3/4' HEX HEAD I 1 8'non TEK SCREWS a B' O.C. 12OR 1/4•a-20 S.S. M-S. f CONCRETE ANbiOR3 p _ _ j14ni/4' S.D.S. W/ NUT O 9' D.C. i sH� iSEDULE ON d 1 o s• o. C. 17 18 1(i�_-___: 17 aR 18 1/2� 1' 01 .3/4' F.N. S,D.S. EE NOTE -- s() 1 7 8" 1 7/8� I SIkB F CONCRETE ANCHORS POURED CONCRETE ON SHEET13ro) .O - APFICABLE POURED CONCRETE (SEE SCHEDULE ON OR CONCRETE BLACK p OR CONCRETE BLACK SHEET 15) REQUIRED - REQUIRED Q HV WALL, WALK AVER INSTALLATION OFnONAL POURED(9 HV WALL FLOOR INSTALLATION CONCRETE REQUIRED D INSTAL TIN ► INSTALLATION DETAILS W/ BE r t REMO ABLE WHEN PTHIS INSTALLATION ERFORMED I) HV BLADE . E, D. n EDGE TIONS O ADJACENT TO AN OPERABLE EXIT SEE LIMITATIONS OF USE FOR 1- SEE HEEY 4 FOR TYPICAL SHUI7ER (SEE SPECIFICATIONS ON SHEET 14} OR ENTRANCE BLADE ON SHEET 28 _ \ ASSEMBLY N OO_BCOMBINE IN ANY WAY SUTANY INSTALLATION. D - /F.B.C.(lion High Velocity Hurricane Zone 02008 EASTERN METAL SUPPLY. INC. S S A BERTHA HV�' IL • N E C O 1N,. A ■ ■ ■ ■ Accordion Shutter System t 1 American Shutter Systems EV• N. DESCRIPTION VATE DPAWN Bv: Y.cV. D a 71LLIT TESTING do ENGINEERING COMPANY Y • u asss N.R. JWk SL. SI...1 YIRDUW cNafllS. FTDWOA 33188 AsSOclatton, Inc. I DLO 05-344 m/u/as OATS 07/25/08 Phon• : (3D3)853 71-1530 . Fax : (303)1171-11 4268 West Roaae Drive DRAWING No �M .—man: Gttae•e•.I.o•m West Palm Beach, FL 33407 3 EB-OLXi671B 08-152 , WALTER A. TIWT Jr. P.E. Phone: (800)432-2204 . Faw (561)209- 8380 4 P.E. S6jig AF- DATE �RIOA Uc. I N41B7 6 7 H Of 28 OUT ALUM. IN SHEETS 11 31 20 5EE NOTES ON LOCKING RODS ® . HV LOOKS (3 IN -EXISTING CLASS INSTALLATIONS W/ a) HV LA ALTERNATEACKHV LOOK S V SFOR14M 9. �� BLADE W HV CE TE MATES *CRATESAnFPUCCAAL TINIW""`8I�Eo` 1©-94).O7 iO/S •10 .U3 aA OR R SEE END WALL CONNECTI0 EXISTING GIIASS1 Q)------------------------II— — — — — — — C 31/4" 7• 51/2" I/2. APPOSING SYMMETRYCAL C TER A ES C N ERMATE MIN. CLASS g10XJ/4' S.M.S. B 12" G, . EPARATION O.C. FULL LENCHr. W�V LOCK o� v *j (OSEE ICHEDULE 35* IN 3 3 1/2- . 2" ©-0 (9). (D'.10 +®� 10+ See"©+©a POSTING + OOe �+ ckLASSZS 1 g + J' ` MIN. SEPARATION N ® w ® = TO CLASS (SEE SCHEDULE OPTIONAL - (INTERIOR) 1—ff OWN 1 L 0 J D ® VB our ®*k/ HVA POURED CONCRETE OR —L SS CONCRETE BLOCK WALL .©w REOU ED SYMMETRICAL * 6•7 •�«��+7 r^�---- N MIN. SEPARATION CENTERMATES�11t 6 Q. ®„Q. �� ®. ®w TO class 5 W/ HV LOCK 6_6 OPTIONAL O © O O © (SEE SCHEDULE (INTERIOR) ON SHEET 12) 3 ON SHEEP 12) '� OU I - --------' --'------- -------_._.- -'-- -' L _ _ _ - CONCRETE ANCHORS -- ----- ----T: * 5 * I I8. O.C. s. 1 w 3 VARIES 3 9D' *� w ® R`y w I•�•�1 OOi 0 1/2" MAX. SLACK (EXTERIOR) HVD OUT HVE .�tVF** F.B.C.(Non High Velocity Hurricane Zone �G.:•9 i-.: 7A, f .. 02008 EASTERN METAL SUPPLY; INC. �e`;.•�t�1 sfsc4' Vf • A S S A BERTHA HV TM 5 .1 t;3. Y �; ■ ■ ■ Accordion Shutter System TILLD' TESTING k ENGINEERING COMPANY Amer1Can Shutter Systems rv. N. DESCIUMON DATE OWN, ev: M.c.K/La' }: .• ~ 01" N.W. J6N. et. s1w 303, NReINIA COIDI^ F=GA 3310e AseOclatlan. Ina. 1 OLD 03_364 07/23/cl GATE: 07/25/08 (309)871-1530 _ FCe : (309)e71-1531 4268 West Roads DAve Z • �Q i' p �p�-e 9-M.H: Nt._Ml.cem DRAWING NO s "YJsh fl'b•, OW EE-0006719 West Palm Beaah. FL 33407 OS-152 WALTER A. TILUT Jr. P.E. Phone: (800)432-2204 . FOX: (561)20D-8380 4 FLORIDA UC. / 44167 5 SHEET P.E. SEAL/STGAAT�IRE/DATE . 8 0 28 OUF O CONCRETE N.S. TO NBE I IN I ANII- M * SEE NOTE 6 FOR NV LOCK ® , •r' LOCK, ON SHEET 5. t SERIES 9444 ALUMINUM (2024—T3 ALLOY) LARGE FIANCE THIN SHEET NUTSERT, PART / 0820. AS MANUFACTURED BY AVDEL CHERRY TE%TORN, PARSIPPENY, NEW JERSEY D7054 OR EQUAL N �E,osnNc class ' � BLADE OSLACK DETAIL NVF, INDICATED ON SHEET 8, ® O O O O AS WELL AS UNIVERSAL FLOATING BLADE ® DETAIL HDO—HvO , ©a De 6 % at 8 un 10 3 a INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE 10 INSTALLATION DETAIL HVG SHOWN IN THIS -SHEEr. SEE END CONNECTION DETAILS ON SHEETS 11 A 2Q T�z• � L------------------------------------_-------------2 „GCFLL �a1T. ULENG* ' 3Q HV "T" �� HV "T" MIN. LASS ON 3 LOCK (INSIDE) 1 3 LOCK INSIDE TO cuss ) (INSIDE) (SEE SCHEDULE ON SHEET 12) 5 l' J \ 28 !�_ a 29 35 35 -%f OUT 2 —1/4" 0-20 x 1 1/2" S.S.M,S. 2 * W/ 7/8"0 x 3/32" WINGNUT. @0 HV "T" LOCK (OUTSIDE) 26 1/4" 0-20 x 1" S.S.M.S— W/ 1 /4" 0 x 5/8" RIVNUT t. P.E. H_VG * /TRLTECO TILUt TESTING & ENGINEERING COMPANY 55 KW- 36th. St.. st• 305. NRGQM 9FRDEK% FLCfMh 3a16e Ph- : (30S)971-1S30 . Fa. t (305)871-1331 a—m0: tlltecoo-Le E9-0009719 WADER A. TILUT Jr. P.E FLORMA Lk. / 44167 F.B.0 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 NYLON SCREW HEAD HV "T" LOCK (OUTSIDE) (Non High Velocity Hurricane 02008 EASTERN METAL SUPPLY, INC. BERTHA HV` Accordion Shutter SN DRAWING No 08-152 C SE END WALL CONNECTION DETAILS ON SHEETS 11 & 20 ouT 9� IN rIr NG GLASS INSTALLATION 0 HV BLADE ©�®�©•O�®^•tD •®°' W/ HD CENTERMATES , 10'®01Q`�®iQQ � o i ©•�a�•�a^���` EXISTING CLASS lJ— — — — — — — — — — — — — — — — — — — — — — — — — — � i ®•Qas�9«®a,t9•® YarLLOY) 35 � (6021. ALLOY) A.uu. I 1J y� ANGLE -W/ (2) 1/4-0 MIN. SEPARATION TO GLASS (ppfIONAL) 4. TAPCON ANCHORS TO jla ■ 3/1' S.MS. O 12' (SEE SCHEDULE ON SHEET 12) CONCRETE (TOP/BT P&S1�I1 I O.C. I I N h (4) /14d/2' SJAS.I _ io ANCLF- MP) Ill f 5 3—� - P4NSH(iYP') 4 she-� 8 1/2' (PINSH(TYP.) * SEE NOTES ON LOCKING RODS ®dc HD ® LOCKS ON SHEET 5 ** UNIVERSAL FLOATING BLADEQOETAIL HDD-HVD IS VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE 0 P.E. (D�P�o�J1wa HHDB—HVB OUT SYMMETRICAL HD CENTERMATES W.1 a! LOCK (EXTERIOR) ------------------ em— ML EC0mc. TILLIT TESTING & ENGINEERING COMPANY 15 N.B. 3ith. St, St.. SGS, MRGINIA CARDDIS, FLOFMA 33150 Ph— : (305)871-1530 . Fox I (305)871—t53t 4—Mo6: WlecoOeol.00m ED-0006719 WALTER A. T511T Jr. P.E. FLORIDA LIc. j 44167 HDC—HYC SYMMETRICAL HD CENTERMATES W/ (2k LOCK (INTERIOR) a®DR ©•O7 aOox tQ �®°a 10-05 ©`O � ®a©•O �®oe A.S.S.A. American Shutter Systems Association, Inc, 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-B380 02005 EASTERN METAL SUPPLY, INC. BERTHA HV Tm Accordion Shutter SN D5_304 DRAWING No 08-152 C 16' (LOCATE AT EITHER SIDE OF 50) 1/2" p10AT/2" S.M.5_ O 16" O.C. POURED CONCRETE POURED CONCRETE OR CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED REQUIRED �IXISTINC CUSS S ;71DUSTING CUSS N. SELL TO CLASS (SEE MN. SIFANA710N M CLASS (SEE AE. SCHED I E ON SHEETf2 FOR TIADEOAND SCHEDULE ON SHEET 112 FOR BLADE m (606, -Tb) CONT. ON SHEET 28 FOR RADES0 & 43 ON SHEET 28 FOR 16, • BLADES M & Qg7 PLATE. (LOCATE 1/2' t AT EITHER SIDE MIN OE 4O) p100/2' S.M.S. I O 16• D.C. _—_ SEE DETAII OR ®• SEE DETAIL K FOR SIDE CON �OR ®• ro SIDE CONNECTION a 6 •Qa B TO TRACKS a a 6• 7 a 8 D •�a t 31 p.®a®. a MON DETAIL 1Cj ET 2 —EXISTNC GLAS POURED CONCRETE OR CONCRETE BLOCK WALL GI REQUIRED— — — — POURED CONCRETE OR CONCRETE OURED CONCRETE OR CONCRETE BLACK WALL REQUIRED BLOCK WALL REQUIRED STING GLASS EXISTING MIN EMSTING GLASS 7Z/ MN. %PARCONSARAM ' ' TO CLASS (SEE m QAASSS. (SEEEE t Ef3ADEm t 1 B1ON spar, ON SHEET 28 FOR 1/2• BLADES (I) & (9) i ON SM, 28 FOR mADEs 1T) & 9 1 4 USE 1' OR 2" MAX. _-- (AS APPLICA8LE1■2"Kt/8'FO'-2• 11 _---- -_ ALUMINUM CUP ANGLE i ` (6063-TG ALLDY) AT MIDHEIGHT ( (1) p10:1/2• S.N.S. TO©& (2)1/4"0 TAPCONS ANCHORS TO FO TION • DR ®• WALL AT I' O.C. (LOCATE AT EITHER SIDE OF Q) / • ) OR 0.CK5 qJ/ a�v©•Oa0 D•®a SEE DETAIL X FO 4 L�`®�©©•®� SIDE CONNECTION TO TRACKS 8 7 a 8 1 �'�°•© �© Y�a Q�a C� END CONNECTION DEMO) END CONNECTION DETAIL 6 REOWRED ONLY FOR SPANS GREATER THAN 12'-W ING i 4 4 -1 (SEE O 18 .C. LBN. SLP MON _ 6 OR®ORUOR Sat 12 G)AND COHC EYE I/2SHEET' MIN. '.A"A1it1lTO GLASS AE ON _____�OR©GR�OR� ON a FOR ANCHOR O 12 FOR BLADE AN ON SHEET 2B Vv CONCRETE (D 0 12. OC D i 5 BIADFS®& ANCHOR O IB' O.C. 1/2 MIN. _ 4 r I ` EO 6 OR®CROR 2• MIN. ----- 2" MIN. • BEE E t A0DNS OF 28 FOR @OR©OROR(9 VIEW 5 OR ®' ilk DETAIL X POURED CONCRETE OR a 7 a©a+0 •®a , •®a©•®a©.®aEND INS ALL ION CONCRETE BLOCK WALL , • a®• ©•®a ©•C •©®©• 70•®a 1 V BLADE OR HV WINDOW BLADE INTO REQUIRED 6 O, ©a©. .0,a 18 •e 8 7 a 6 ®'®'©� � � CONCRETE OR CONCRETE BLOCK WALL,_ ND CONNECTI K DETAIL 5 C ®a0•�a� O ®�®+®�® � 0 © F.B.C.(Non High Velocity Hurricane Zone 02008 EASTERN METAL SUPPLY, INC. BERTHA HVTM I L E C O, N- ASS A ::. • • ■ ■ ■ ■ Accordion Shutter System •• �•'�• = a 1sir ; American Shutter stems EV. H. DMPJPTIDN DATE DMYN R1511e.`L P C. r • - TILLIT TESTING & ENGINEERING COMPANY , OLD Ds=3e4 aT/u/oe EwE: 07/25/08 ad"Se, Ste. MS, NRCM DU1M% FILM= 33106 Association, Inc. Ph on2 DRAWING No e (300)871-1530 . Fat : (305)871-1531 4268 West Roads Drive T ~�F p�'�J1tNep ' o-met: Wtecoo°ol.w West Polm Beach, FL 33407 3 0 2 !'�:e�LF •g U'LYW EB-0006719 V�'� ��• ,a. -sir - v >• Phone: (800)432-2204 . Fmc (561)209-8380 4 WALTER A. TILUT Jr. P. a SHEET FLORIDA Uc. i 44107 P.E. SEAL IG`CdATURE/DATE a I OF 28 MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.). FOR INSTALLATIONS W/ MTERMATES. ® & ® or or W/ ONE H.V. LOCK ®or ® or or HO LOCK (a W/ NO LOCKING RODS or CENTERMATES ® & ® W/ ONE HV -T" LOCK ® W/TWO LOCKING RODS (9 TOP & BOTTOM (SEE NOTE DE9�OLOAD CONCRETE & WOOD INSTALLATIONS WALL MOUNTING FLOOR/CEILING MOUNTING " L L (N L- (AI L i (10 L- (A) 30 OR LESS I6'-0" 16'-0' 16'-0 16'-0' 35 14'-10' 14' 10' I5'-2- 16'-0' 13-10" 13'-10' 14'-2' 15'-2' 45 0'-1" 13'-1' 13'-4" 14'-3" so 12'-5` 55 IV-10" IV-10' 12'-1' IV-11" F40 60 1.1'-4' 1 V-4' 1 V-7' 12'-4" 65 10'-10' 10'-10' 11'-I' 11'-11" 70 - 75 BD 9'-10' 8'-10" 10'-0- 10'-9' 85 9'-6" 9'-6' 9-9' 10-5' 90 9-3• S'-3' 9-5- 10--1- 95 9'-0" 8'-9' 9'-2- 9'-10'- 100 s'-9' W-4" 9'-0' 9'-7- B'-7" 7'-11" 9'-4 110 87-4- 7'-7- 8'-7- W-2• W-2" 7'-3 120 W-0' W-11' W-2' s'-9' 125 7'-1o' s'-s" W-D" 8'-5' 130 7'-8° W-5" 7'-10' W-I' 135 7"-7- W-2" 1 7'-8- 7'-9' 140 7'-5' 5'-11' 7'-7° 7'-6' 145 7'-3' 5'-9" 7'-5" 7'-3- 150 7'-2- 5'-7- 7'-4- 7'-0' 155 7'-0' 5'-5' 7'-2- 6'-9` 160 8'-11- W-2- 7,-1' 61_71 165 W-10' 1'-1' 7'-0' 6'-4' 170 6'-9' 4'-11' 6'-11" 6'-2- 175 W-7" 4'-9- 5'-9• 6'--0- I SO 6'-6' 4'-5- 8'-8' 185 W-5- 4'-6' W-7- 5'-B" 190 6'-4- 4'-5' W-6' S'-6' 195 6'-3' 4'-3' 6'-5- 5'-5' 200 6'-2- 4'-2" 6'-4' 5'-3' 205 1 6'-1' 14'-1' fi'-3" 5'-1" MAXIMUM SHUTTER SPAN* 'L+" OR 'L-" (ft.) FOR INSTALLATIONS W/,I ONE HV LOCK or ® or W/ NO LOCK G RODS (SEE NOTE t) DEWA M ( (P31 CONCRETE & WOOD INSTALLATIONS A WALL M&OUNTINO FLOOR/CDUNG MOUNTING L4 1 L- M 30 161-0* 16'-0' 35 14'-10' 14'-10' 40 13'-10' 45 13'-1" 13'-1' 50 12'-6' 12'-5' 55 ill-Lo' IT' -to' Go 11'-C 1I'-4' 65 10'-1o' tD'-10" 70 10'-B' 10'=8' 75 10'-1° 10'-1' 80 B'-1D" 9'-10" 85 9'-6' 9'-6' 90 W-3" 9'-3' 95 9'-0" 6'-9' 100 8'-9' 8'-4- 105 8'-7- 7'-11' 110 8"-4" 7'-7- 115 8'-2" 7'-3' 120 8'-0" 6'-11' 125 7'-10' 6'-B' 130 7'-e' 135 7'-7- 6'-2' 140 7'-5- 5'-11' 145 7'-3' 1'-9" ISO 7'-P' S'-7" 155 7'-D' W-6' 160 6'-11" W-2' 165 6'-10" S'-I" 170 8'-9" 4'-11' 175 8'-7: 4'-9' 180 6'-6" 4'-B' 185 8'-5- 4'-6- ISO 8'-4' 4'-5" 195 6'-3' t'-3' 200 6'-2' 4'-2' 205 �J. •pE ¢710Dp '. P.E. SEAL r6t3A1'0WDATE INSTALLATION LEGEND CONCRETE & WOOD MANSORY WALL A, B, C, D, E. M. N, 0, P, 0, 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 4rsf. DESIGN LOAD, t HV CORNER CENTERMATE 03 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION /2 NOTE (I5, SHEET 8, WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 4 4" 1O HV BLADE IL E c o tNa. TILUT TESTING & ENGINEERING COMPANY u N.1Y, 35th. St. SIL 363, MCMA GOOLNS. FLDIea4 M166 Phan. (3053871-1530 . Far : (305)871-1531 6-mail: OltU.0 aLW EB-0006719 WALTER A TILUT Jr. P.E, FLORWA U. / 44187 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GNEN POSITIVE DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE -DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/8OTTOM) OR FLOOR/CEIUNO: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 't-' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 9.+' AND 'L (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CETUNG MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: LI+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'Lt+', 'L2+', 'L1= AND 'L2 (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING, AwS.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fart: (561)209-8380 n 02008 EASTERN METAL SUPPLY, INC. BERTHA HV" Accordion Shutter Sy DRAWING No .I 08-152 .t, `t; n A... P.C. Sgr4m IL ECO 7N-. TILLIT TESTING k ENGINEERING COMPANY 33 N.W. 3WL 92. Ma 3M VL risk GARDEN£ n,ea1DA 33130 Phone : (305)871-1530 . Fax : (305)071-1531 x—ma7: tnt-0e61.oem EB-000e719 WAL7ER A. TIWr 4' P.E. FLORIDA U. If44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roods Drive West Palm Beach. FL 33407 Phone: (500)432-2204 . Fox: (561)209-83BO ♦ SLE LMJ�TATIONS OF USE FOR 61A0E 1UA ON SHEET 28 �.. .ligh Velocity Hurricane Zone) 02008 EASTERN METAL SUPPLY. INC. BERTHA HV TM Accordion Shutter System OLD DRAWING No 08--152 ANCHORS FPACINaJM= TAPCON Al POEMS SOLID -SET WEpOE-BOLT (SEE MOUNTINGS E. G. & H ON SHEETS 6 & 7). IMIMM IWI�mII�IliL �imi®mor�oivom®mevdu[��01i�l�vot�rdv I�®m' TIE! 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P.E. "SPECIFICATIONS ON ANCHOR REQUIR&MENTSi POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO WALL SHILL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE.` (Mtn. I'P - 3 k.0 1/4'0 TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. RAMSET/ RED READ. 1/4'0 x 3/4' ALL POINTS SO[A-SEE ANCHORS As OI MEKITEO BY ALL P02M SCREW, BOLT h SPECIALTY COMPANY. - 1/C• WEDGE -BOLT ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: A1) MINIMUM EUSEDIAW INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/47. AND 2' FOR WEDGE -BOLT ANCHORS. A.2) MINIMUM EMBEDMENT OF 1/4'• x 3/4' ALL POINTS SOLID -SET ANCHORS SHILL BE 7/6' INTO THE POURED CONCRETE. NO M13MMENT INTO STUCCO SHALL BE PERN97E0. 1/4- 0-20 S.S. MACHINE SCREW USED SHALL BE T 112' LORD MINeSTUCCO 1MM SHOULD SCCO EXIST. AND 1' MINIMUM FOR WALLS WITH NO STVCOG. AS) IN CASE THAT PRECAST STOPS, PRECAST CONCRETE PANELS, PAYERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES AI) & A2) ABOVE. FOR INSTALLATIONS ON VDM SEINO OR EIFS CONSULT THIS ENGINEER. (0) 70 00S11N0 CONCRETE BLOCK WALL: - I/44 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. - 1/4's x 3/4' ALL POINTS SODU-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT ✓k SPECVILTY Go- - 1/4.0 WEDGE -BOLT W/ 1/4'0 BLOCK -PLUG ANCHORS AS MANUFACTURED BY POWERS FASTENING. INC. NOTES: ELI) MINIMUM ENeEOMEAT INTO CONCRETE BLOCK OF TAPCDN & WEDGE -BOLT ANCHORS, IS 1 I/4'. 8.2) MINIMUM EMBEDMENT OF 1/4'4 x 3/4' AL POINTS SOLD -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO ME CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' I-20 S.S. MACHINE SCREW USED SHALL BE T 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' LIMMUM FOR WALLS WITH NO STUCCO. 9.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAYERS OR ANY VENEER BE FOUND ON THE DOSTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SAID WALL FINOSHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES ELI) R 0.2) ABOVE FOR INSTALLATIONS ON VDmL SWRNC OR EDFS CONSULT THIS ENCINEM. (C) ANCHORS SHILL BE MSTALLEO FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S 1WNUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2' EDGE DISTANCE FOR 1/4'0TAPCON AND SCUD SET AND WEDGE -BOLT FOR E. D. LESS THAN THE ARCVE MENTIONED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY 714E FOLLOWING FACTORS. (NOTE Lft E. D. FOR ALL POINT SOLID SET ANCHORS IS 3")REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS TRAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. A=AL E. 0. FACTOR WEDGE -BOLT 1/4 TAPCON 9000 SET 110E SPALTNe . 3' WK SPAN10 . J' MN. SPACHO - 39' 3' MISS - 0.76 2 1/2'- 2'- 1 1/2' - am - 1 HV BLADE OR n HV BLADE W f HV WINDOW BLADE WORKING IN UNISON IL ECO,N�. TILLIT TESTING & ENGINEERING COMPANY 33 N.W. 380L SL. SIR 303. VR GARDENS FLOROA 33188 Ph— : (305)071-1530 . Fm 1 (305)571-1531 .- .11: UR•c.9-1.— EB-0006719 WALTER A. TILUr Jr. P.E.FLORIDA UC. If44157 • SEE LINT�ATIONS OF USE FOR BLADE l"y ON SHEET 28 F.B.C.(Non High Velocity Hurricane © 2003 EASTERN METAL. SUPPLY, INC. A.S.S.Am American Shutter Systems Association, Inc. 4258 West Roads Drive West Palm Beach. FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 BERTHA HV.. ` Accordion Shutter System OLD O3-304 DRAWING Na a8-152 ,ur..lnwa aDACINO 1'ni"0 IM DESIGN PRESSURE RATING (p.s f) AhQ_�MFgpONDING MAXIMUM ANCHOR* MAXIM TAPOOH SPACING (inJ SCHEDULE FOR A GIVEN 6!A.X, SHUTTER SPAN DESIGN NEGATIVE LOAD uE. IroINTs sotm-sEr AND_ A CORRESPONDING K40 NTIFN^ TYPE FOR CONCRETE a[ CONCRETE BLOCK INSTALLATIONS, WUwE-e5u (SEE MOUNTINGS I. J, K & L ON SHEET 7). POURED CONCRETE POURED CONCRETE CONCRETE -BLOCK QWALK OVER MOUNTING -QRAINGUARD MOUNTING ©WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING sppin (n) ttLGA7Ai OEMmIM taAO (F.t) .. tnwK m5m km 9EWK DEM ter5 (PO nECAmE DESM e1rD &01 JO 40 60 73 9D 120 16 205 30 40 60 75 90 0 120 161) 205 30 40 60 75 90 120 150 205 30 40 --0 75 90 120 160 205 f4 72 10 9 8 8 8 B 12 7T 12 12 12 1T B 6 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 12 10 9 9 8 8 6 6 12 f2 12 12 12 12 8.5 7 7 7 '7 7 7 7 7 7 5 5 5 5 5 5 5 5 OR LE35 14 12 10 8 8 6 6 12 12 12 12 12- 12 12 10.5 7 7 7 7 7 7 7 7 5 5 5 5 5 9 5 5 14 12 f0 & 8 B 6 6 12 12 I2 12 1f 8 6 4.5 7 7 7 7 .7 7 5.5 4.5 5 5 5 5 5 5 5 4.5 4'_p• 14 12 10 9 B B '6 3. t2 12 t2 72 12 9S 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 b 5 5 14 22 10 9 8 0 6 6 72 I2 12 12 12 12 TO B 7 T 7 7 7 7 7 7 5 5 5 5 5 5 5 5 f4 12 10 9 8 8 6 6 12 12 12 10.5 8.5 6.3 5 J.! 7 T 7 7 7 6 5.5 .5 ! 5'-0' 1♦ 12 f0 9 B 8 6 6 12 t2 12 12- TO 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 9 S 5 5 3 5 14 12 ID 9 8 9 8 B M 12 12 12 12 ff B 6.5 7 7 7 7 7 7 7 6.9 5 5 9 5 5 5 5 5 14 12 10 9 6 8 5 6 12 12 f1 8.5 7 5.5 4 J 7 7 7 7 6.5 5 3.5 3 5- 5 5 5 5 5 4.5 J 6'-O' 14 12 f 0 9' B B 6 6 12 12 12 10 8 6 4.5 15 7 7 7 7 7 7 7 7 5 5 5 5 9 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 12 9 6.5 5 7 7 7 7 7 7 7 5.5 5 5 9 5 5 5 5 3 14 12 10 9 8 B fi 6 f2 12 9.5 7.5 S. 4.5 3 - 7 7 7 7 5.5 4 3 - 5 5 5 5 5 4 3 - 7'-0' 14 12 10 9 8 e e 6 f2 1T 12 8.5 7 5 4 J 7 7 7 7 -7 7 -7 7 7 8 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 10.1 ! 4.1 7 7 7 7 6 4 5 5 5 3 9 9 9 4.5 14 12 10 9 8 e B - 72 12 8 6.5 5.5 4 - 7 7 7 5 5 3.5 - - 5 5 5 5 5 3.5 1 -- 6'-0- 14 12 10 9 8 B 6 - 12 12 10.5 7.5 6 .5 - 7 7 7 7 7 7 7 45 5 5 5 5 5 5 5 14 12 10 9 8 8 6 12 11 12 9.5 B 6 5 4 7 7 7 7 7 7 5 J 5 5 5 5 5 .5 5 4 14 12 f0 9 8 8 - - 72 11 7 6 5 3.5 - - 7 7 6.5 5 4.5 J - - 5 5 5 5 4.9 J - - g'_p• 74 f2 10 9 8 8 - - 12 12 9.5 6.5 5.5 4 3 - 7 7 7 7 7 7 B 9 5 5 S 5 5 5 5 5 14 T2 10 9 8 B J2 12 I2 9.5 8 6 4.5 3.5 7 7 7 7 7 6 4 - 5 5 5 5 5 5 4 J.5 14 f2 IO 8 8 8 - - 12 10 6.5 5 4 J - - 7 7 6 4.5 4 J - - 1 5 5 4:5 4 3 - - f0'-0' 14 12 70 9 B B - - 12 11 8.5 6 3 J.5 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 ! 5 5 4.9 14 12 10 9 8 8 12 12 If 8.5 7 5.5 4 3 7 7 7 7 7 5.5 3 - 5 5 5 5 5 5 4 3 f4 12 10 9 8 B - - 12 9 B 4.5 4 3 - - 7 7 6.6 4.5 J.5 - - - 5 ! 5 4.5 3,5 - '- f 14 12 fO 9 8 8 - 12 10 7 &S 4.5 J.5 - - 7 7 7 7 7 7 3.9 - 5 5 5 5 5 S 5 4 14 12 f0 9 8 8 12 12 f0 8 8.5 5 S9 3 7 7 7 7 6.5 5 - - 5 5 5 9 5 5 3.5 3 72 10 9 8 - - - 17 8 5.5 4 3.5 - - - 7 7 3 4 J - - - 5 5 5 4 12 10 9 8 1T 9.5 6.5 5 4 3 - - 7 7 7 7 7 6 J - 5 1 3 ! 5 !.J.1 12 10 9 B 72 12 9 7 8 4.5 J.9 - 7 7 7 7 6 f - 5 5 5 5 5 4.5- 12 10 B 8 - - - 10 7.5 5 4 3 - - - 7 7 4.5 3.5 J - 5 4.5 3.5 J - 12 70 9 8 - - - i f.5 B.5 6 4.5 3.5 J - - 7 7 7 7 7 4.5 - - 5 5 5 5 55 4.5 J,5 12 108 f2 f2 8.5 8.3 5.5 4 J - 7 7 7 7 5.5 3.5 - - 5 5 5 5 12 10 9 - - - - 9.5 7 4.5 J.5 3 - - 7 6.5 4 3.5 - - - 5 5 4. 3.5 - - - - R14 12 10 9 - - 10.5 8 5.5 4 as - - 7 7 7 7 7 4 - 5 5 5 5 5 5 4 J 12 10 9 - - 12 11.5 7.5 6 5 4 3 - 7 7 7 6.5 5.5 - - 5 5 5 5 5 4 J 12 IO - 8.5 0.5 4 3.5 J - - - 7 6 4 3 I_0 - - - - 10 7.5 5 4 J - --7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 f2 10 - - - - 72 11 7 5-5 4.5 3.5- - 7 7 7 6 5 - - - 5 5 5 5 5 15 12 f0 - - - 7 5.5 3.5 3 - - - 5 5 35 12 10 - - - - - 9.5 7 4.5 3.5 J - - - 7 7 7 7 655 5 5 5 12 f0 12 5 P.E. F7i-L FEC O INS. TILLIT TESTING & ENGINEERING COMPANY 55 N.W. 361h. SL, St.. 3= WRGNA OAROM FLORIDA 30156 Phone : (JOS)671-t5l0 . Fax t (305)671-1531 e-melL 611eco0ael.cem EB-MU5719 WALTER A. TIWT J, P.F- FLORIDA Uc. 9 44te7 n HV BLADE .B.C.(Non High Velocity Hurricane ® 2008 EASTERN METAL SUPPLY. INC. A,SmS.Am Amertoon Shutter Systems Association, Inc. 4268 West Roods Drive West Polm 6eoeh. FL 33407 Phone: (800)432-2204 . Fox: (561)209-8380 BERTHA HVTm Accordion Shutter Sy OLD DRAWING No 08-152 FOR MAXIMUM DESIGN PRESSURE RATING (o s f) AND CORRESPONDING MAXIMUM ANCHOR+ SPACING (in) SOH DULE A GIVEN MAX SHUTTER SPAN NEGATIVE SIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19). !E:3 lJ B S T FR A T E 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 50 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T - WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS M. N. O & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS P& 0 W& X W& X W& K NEGATIVE DESIGN LOAD (,.0- NEGATIVE DESIGN LOAD (If) NEGATIVE DESIGN LOAD C.0 NEGATIVE DESIGN' LOAD (PSI) NEGATIVE DESIGN LOAD (ps1) NEGATIVE DESIGN LOAD (Ps1) NEGATIVE DESIGN WAD (P.0 30 14.111 60175 90 05 30 1 4D fi0 75 90 1051.39 140 60175 90 105 30 40 60 75 1 90 105 30 40 1 60 75 90 105 30 40 -60 75 90 1 OS 30 40 60 75 90 05 -O' AR LESS 12 101 10 9 8 18 1 6 16 1 6 6 6 6 12 110 10 9 6 18 6 6 6 16 16 5 12 10 1. -TO-f 9 8 8 6 6 1 .6 6 6 6 6 5 4 4 4 3 4'-0" 12 10 110 9 8 8 16 16 1 6 6 6 6 12 10 10 9 8 18 6 6 6 16 16 S. 12 10 1 1019 8 8 6 6 1 6� 6 6 6 6 5 4 4 4 3 5'-O" 12 10 110 9 8 8 16 16 6 6 6 5.5 12 T O 10 9 8 18 5 6 6 16 16 5 12 10 11019 8 7 6 6 1 6 6 6 5 6 5 4 4 4 3 12 10 110 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 0.5 5 4.5 12 10 110 9 6 3.5 6 6 1 6 6 5 4.5 6 5 4 4 3.5 - 7'-0" 12 101 10 9 6.5 4 6 6 6 5.5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 1 10 7 3.5 - 6 6 1 6 5 4 3.5 6 5 4 4 - - 8'-0. 12 10 110 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 4.5 3.5 3 12 10 10 4 - - 6 6 5 C5 3.5 3 6 5 4 - - 9'-0" 12 10 10 ' 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 66 4.5 4 3 3 6 5 3.5 - - 10'-0" 12 10 7.5 4 - - 6 6 5 14 3 - 112 10 6 3 - - 6 6 4 3.6 3 - 12 10 3 - - - 6 6 4 .5 3 _ 6 5 - - 11'-0" 12 10 5.5 - - - 6 6 4.5 - - - 12 10 4.5 - - 6 5.5 3.5 - - - 12 10 - - - 6 5.5 4 - - - 6 5 - - - - 12'-0" 12 10 4.5 - - - 6 6 4 - - - 12 10 3.5 - - - 6 5 3.5 - - - 12 10 - - - - 6 5 3.5 - - - 6 5 - - - 13'-0" 12 10 - - - - 6 6 - - 12 10 - - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - 6 4.5 - - - - 14'-0" 12 10 -- - - - 6 5.5 - - - - 12 7 - - - - 5 4.5 - - - - 12 7 - - - = 5.5 4.5 - - - 8 3 - - - - 15'-0" 12 - - - - 6 - - - - - 12 - - - - 5 - - - - - 12 - - - - 5 - - - - 6 - - 16'-0" 12 - - - - 6 - - - - - 12 - - - - - 5 - - - - 11.5 - - - - 5 - - - - 6 - - - + NOTES ON ANCHORS REQUIREMENTS: WOOD 51JBSTRATES, 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4.0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILM W/ UINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 18 8 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUND40 TYPE U. SHEET 19 AND SHALL CONSW OF (� H V BLADE 0 R H V BLADE W f LAO SCREWS AS PER NDS 2005 SPECIFICATIONS 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: :'�A H V' W I N D O W BLADE W O R K I N G . I N U N I S i -SOUTHERN PINE Na, 2 W/ 0-0S5 (N.DS) -D000W RR W/ G-0.50 (N.O.S.) -SPRUCE PINE FIR NORTH W/ G-0.43 (NOS.) -SPRUCE PINE FIR Soum W/ O_om (ND.S.) ♦ SEE Llg.TIONS OF USE FOR -AOH. 1/2' COX PLYWOOD (1985 APA) BLADE 1 ON SHEET 28 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. . F.R_C:(Non High V ': �C ter' - ' P,E.`' S $K f1t1f1J1 E'UAT AL E C 0 1N7. TIWT TESTING & ENGINEERING COMPANY 55 N.W. JHIOL SL, St.. 305. VIRGNIA GARDENS, FLORIDA 33166 PhN,a : (305)871-1530 . Fox I (305)871-1531 .-moll: 1IR.-OmA.- EB-000.6719 WALIER A TILLIT Jr. P.E. FLORIDA Ue. 1 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach. FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 )N♦ 0 2008 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter % I DRAWING No 08-152 (SEE MOUNTINGS ON SHEETS 19). MA%IMUM SPAN (ft) EE3 U B�EE3TF:Z->ATE SOUTHERN PINE 'No. 2 W MIN. G=0.55, QMIIGLASN G-=D 50W/ SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 8,0. WALL MOUNTINGS S do V B.O. WALL MOUNTINGS S & V B.O. WALL MOUNTINGS -SkV' NEGATIVE UE@Ck LOAD (Ps1) NEGATIVE DESIGN LOAD (k) NEGATIVE DESIGN LOAD (Del) 30 40 160175 90 105 30 40 60 75 90 1105 30 40 60175 90 105 '-0' OR LESS 12 12 112 112 12 12 12 112 12 12 12 112 12 12 12 112 112 12 4'-0" 12 12 112 112 12 12 12 Tt2 12 12 12 112 12 t2 12 12 12 12 5'-0" 12 12 112 112 t2 12 12 12 112 12 12 12 12 12 12 12 12 10.51 6'-0' 12 12 112 112 12 12 12 12 112 12 12. 12 12 12 12 12 10 B.5 7'-0" 12 12 12 112 12 12 12 12 12 12 12 10. 12 t2 12 10.58.5 7.5 8'-0" 12 12 12 112 12 12 12 12 12 12 11 9.5112 112 11.5 9 7.516.5 _ 9'-0" 12 12 12 112 12 10,E 12 12 12 11.5 9.5 8.5 12 12 10 8 5.5 5.5 10'-0" 12 12 12 12 p 1.5 9.5 12 12 12 10. 8.5 7.5112 12 9 7 6 5 11'-O" 12 12 12 12 10 8.5 12 12 12 9.5 B 7 112 12 e . 6.5 5.5 4.5 12 12 12 11.59.5 8 12 12 11 8.5 7 6 12 11.617.5 6 5 4 12 12 12 10.5 8.5 7.5 12 12 10 8 6.5 5.5 12 10.5 7 5.5 4.5 4 14'-0" 12 12 12 9.5 8 6 12 112 9.5 7.5 6 4.5 12 9.5 6.5 5 4 3 15'-0" 12 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4- 16'-0" 12 12 10.585 6.5 4 12 12 8 6.5 5 3 11.58.5 5.5 4.5 3.5 - n HV BLADE P.E. SEAL/SIGeURE, } REQUIREMENTS' WOOD SUBST A$ TE5, I. ANCHORS To WALL FLOOR OR SOLID WOOD SOFFIT SWILL BE AS FOLLOWS: - 1/4's TAPCON ANCHORS, AS LIAHUMFURED BY LT.W. BUILDER W/ MINIMUM EMBEDMENT AS MUTED AT EACH SECTION ON. SHEETS 16 k 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEDING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SFWl CONSIST OF LAG SCREWS AS PER NDS 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G-0.55 (N.0.3) -OOUGLAS FIR W/ Gr0S0 (NM.3.) -SPRUCE PINE FIR NORTH W/ 0-0.43 (N.OS.) -SPRUCE PINE FIR SOUTH W/ G-OJ$ KIDS-) -MIN. 1/Y COX PLYWOOD (1686 APA) 4. ANCHORS SHALL Be NSULIEV FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IL EC O 1HC. TILLIT TESTING & ENGINEERING COMPANY 55 N.W. 3elh. St. St.. 305, 091 M OINODIS, FLORIDA idea Ph- : (30S)671-1S30 . Fax : (305)671-1531 E9-ooVftgc 0e719 WALTER A DLLCT Jr. P.E. FLORIDA Ue. ► 44167 F.B.0 A.S.S.A, American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beocu, FL 33407 Phone: (800)432-2204 . Fax: (551)209-83BO (Non High Velocity Hurricane m 2006 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Sy DRAWING No a8-152 I INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR m HV BLADE 1�-SEE SHEET 4 FOR TYPICAL SHUTTER WELL FINISHASSEMBLY MAX.SHUTTER SPAN L+ OR L— FOR INSTALLATIONS- INTO WOOD SHALL SE —LIMITED 2-MOUNTING SECTIONS aw BE COMBINED IN ANY WAY TO SUR ANY 1/4% TAPCON W/ 1 1/2' MIn. TO 105.0 p$f, DESIGN LOAD INSTALLATION. PENETRATION OF THREADED AREA t TO EXISTING WOOD HEADER. 1 IY TApcoN W/ 1 1/2' (SEE SCHEDULE ON SHEET 16) In. PENETRATION OF THREAD. AREA TO EXISTING I GR WOOD HEADER. (SEE TO GLASS (SEE OR SCHEDULE OH SHEET 16) 1/4'd-20.3/4' S.S. MACHINE1�BLA�OEm • 1 SCREWS W/ 1/4'-20 NUTS 1 ON SHEET FOR �� O 12' D.C. EXISTING 1 0 \ 1' NA. BLADES T 28 +. n p CLASS-4 I I \ H 1` 1 WAU. a �• 1 DR 1 n .. flNISH ;.: EXISTING MIN. _ FINISH I ., OR� HEADER REQUIRED 1 OR ®4 I E2'A4MWO0 (':.. lI4'4 TAPCON W/ 1 1/2- Mt - EXISTING 1 MN, SEPARATION I I 1 HEADER REGUIRED 1 I PENETRATION OF THREADED AREA TO GLASS-1 TO GLASS (SEE I I I EXISTING WOOD PLATE . (SEE SCHEDULE ON SHEETMIN. SEPARATION M. CLASS SCHEDULE ON SHEET 16) 12 FOR BAOE(DAFID EXISTING I I (SEE SCHEDULE ON SHEET 12) I &AI a) & FOR 0 GLASS-1 PLAT' CONE. SILL PLATE REO'0. ( HV WALL, HEADER INSTALLATION O HV WALL HEADER INSTALLATION OO HV WALL SILL ILISTALLATION EXISTING -L---• ( MIN. SEPARATION TO CLASS I I MIN SEPARATION To, GLASS I 1 MIN. SEPARATION TO GLASS I I 1 EXISTING h—(SEE SCHEDULE ON SHEET 12) 1 l (SEE SCHEDULE ON SHEET 12) 2'x4' CO EXSTINO o (SEE SCHEDULE ON SHEET 12) GLASS U GLASS•--1 WOOD PLATE n I I 1/4'4-20x3/4L S.S. REO'D. 1 1 T 1/470-200/4' S.S. \ 1 USINGLMACHINE E SCREWS CRE HUES I, WALL MACHINE SCREWS W/ I I I O 12, O.C. FINISH I -I 1/4'-20 NUTS O 12' 1 ��\��,,(Q\CgYr ig7��,![�^ -' D.C.. ,nw�R = �'. / LJ�� II \ I(.--[1'h—,. -�--�-� WOOD PLATE I l 1 ` ( REO'D. 1' MIn, Y I' Min. \ OR 1/4'0 TAPCON W/ 1 1/2' MI-. 1�4-0 TAPCON W/ 1/2' Min. PENEM110M PLAT' CONE. PENETRATION OF THREADED AREA O THREADED AREA INTO PLYWOOD. ." PENEfRA ON Of iHR/FADED AREA SILL PLATE O MIDI OF WOOD PLATE. (SEE SCHEDULE ON SHEET 16) \\ U1T0 PLYWOOD. ftE0'0. (SEE SCHf1X1LE ON SHEET 18) T/2' MIN. COX PLYWOOD REVD. EXISTING MIN. 2'.4' 1/2' MIN. CDI , (SEE SCHEDULE ON SHEET I6) WALL FINISH EXISTING MIN. 2'.4' STUDS O IS' O.C. MAX. REO'D. STUDS O IS O.C. MAX. FL7W000 RWALL PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE REO'D. PLYWOOD TO BE WALL ®HV WALL SILL INSTALLATION WITH SECTION 2308 OF THE F.B.C. ATTACHED TO STUDS IN ACCORDANCE WRH SECTION 2308 OF THE HV WALL SILL INSTALLATION • sEE AAT ONS OF USE FOR ©�V WALL SILL SILL INSTALLATION F.B.C. TannE IV,1 DN sHEEr 28 F.B.C, Non High Velocity Hurricane Zone ® 2008 EASTERN METAL SUPPLY, INC. BERTHA HV TM >y. 4 MIL O INo. /I+LSwS.A. Accordion Shutter System '•441a' ��'�bi A OESGNPTION DATE DRA NK BVt WGV/F.P a. _ - T1LUT TESTING AL ENGINEERING COMPANY American Shutter Systems Irv. N. ew N.w. Jae,. sL, s1.. Jai. vnmw cmmxs. FIAFaoA 331aa Association. [no. I aI0 os-364 0T/t1/ne Oafs 07/25/08 ' Phone : (305)871-1530 . Fa. ; (305)871-1531 4268 West Roads Drive I DRAWING No �:��; • .-M.s: e6xeeoaole°m West Palm Beach. FL 33407 3 08-152 ED-000571E WALTER A TILT Jr. P.F. Phonat (800)432-2204 Fax: (561)209-6380 4 . • - FLORIDA Lie. Y 44167 5 SHEET P.E. SEAL SIG.tV�TSTf3> JDATE a 18 OF 28 FINISH '4'# TAPCON W/ 1 1/2' Min. NETRATION OF THREADED AREA I EXISTING WOOD HEADER. x3/41 S.S. W XISnNG W000 BEJ TRUSS HEAD TO RE CERTIFIED By SCREWS REGISTERED ENGINEER -20 NUTS ARCHITECT PRIOR TO C. SHUTTER INSTALLATION. DGE (IF APPLICAB-E) EXISTING WOOD TRUSSES OR RAFTER O 24' O.C. REQUIRED EXISnNO SOFFIT J/4' Max. THK. ALUM TUBE 257' Yax. "--1 PENETRATION OF THREADED AAFA 70 EMS71NG WOOD DEAN• (SEE SCHEDULE OR SHEET 16) / 0 VJ /14x3/4' S.M.S. O 6' O.C. I I 1 Or © Or 15 EO EO (x4 x1/6 001— 1 6063-T6 ALLOY) W/ (3)S/I6'0 LAG SCREWS TO 1 Or ©Or 1S- (RCN RAFTER OR TRUSS. WS AT NLIDWI TH or EXISTING WOOD i i MEMBER, (2' Min. NOMINAL —mil I OPEN HOLE AT EACH STUD TO ACCEPT WIDTH) W/ Y FT PENETRATON OF THREADED ` EXISTING -'-'I HEADER REO'D AREA VAUD FOR ( _= REW MIN. SEPARATION TO CLASS y I 5/f6'F LAG SCREW INSTALLATIONS WITH 72fnf 1 (SEE SCHEDULE ON SHEET 12) OOGLASS__J AT CENTER 0' TUBE MAX DESIGN LOAD AND 9'-D' I w gpypl n MAX. SPAN. THIS INSTALLATION 1 - I MR gpMApL I 10 RASS 1Si IS ONLY VALID FOR WOOD W/ TD Q.18 (gE 1' so. W 9EET IN MIN. SPECIFIC GRAVITY OF e� EXISTQIO 12 RN RADEMAND 0.50 AS DDUGLAS FlR OR ® HV WALL HEADER INSTALLATION —+ 1 RACE OR�T W �+ ♦ SOUTHERN PINE No. 2, OR BLAmmap 1 OR ®♦ 1ams mt�1 1 OR ® EQux SEE SHEEGING S FOR TTCICAL AN DESHU BAR ASSEMBLY to OHV CEI INL G _ iNST LA CATION O HV CEILING INSTALLATION 2 IN ANY WAY TO SUIT ANY INSTALLATION. — t am s¢ --0OR ®♦ j MIN. TION I I 1 MIN. SEPARATION TO GLASS IX�NO\ "I 1r2 FLRAAMOM "I roSEP�L prr I I {SEE SCHEDULE ON SHEET 12) I as SNDI 2A faa G1A55 RAOLcmta \l SEE SCHEDULE ION EXISTING I \ SHEET 12) I GLASS I I I 1 1 I ALTERNA II B1 WALL I O LNCATIO I EXISTIN CLAS G /'SCREWSO s DISH EATEKFI VAS1f(R H Mk.©a 12' y'•f. _ -• 13 OR 2'x6' MIN. WOOD •: n DECK REQUIRED(NO '`'• FINISH ALLOWED) EDGE OF DELI( IF APPLICABLE 2S:B' MIN, WOW DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE I I � ` I 1. 1/ell 2Dx3/4- S.S. - OFF ,�—� •ter Min. P ILUPS TRUSS NFAD 2 DECK IF MACHINE SCREWS APPLICABLE 1/4's F,H. TAPCON W/1 1/2, A. 2' MIN. 2'�PCGNT.' 1/4'/ TAPCON W/ 1 1/2' Min. W/ 1/4'-20 NUTS PENETRATION OF THREADED AREA INiO SPENETRATION OF THREADED O 12' D•C• 1/4'F TAPCON W/1 1/2' Min. PENETRATION 2' MIN. WOOD DECK. R AREA O MIDWIDTH OF WOOD OF THAEAOF9 AREA INTO 1s0g0 DECK. PLATE. {SFF SCHEDULE ON (SEE SCHEDULE ON SHEET 16) (SEE SCHEDULE ON SHEET iB) 5Httf 17) •SEE UM ATKINS OF USE FOR �X HV WALK—QYEf�, INSTALLATION Q HV WALL SILL INSTALLATION UW HV FLOOR INSTALL T�► ION IvnEBDN SHEETSB F.B.C. Non High Velocity Hurricane Zone) 02008 EASTERN METAL SUPPLY, INC. s ' A S S A BERTHA HV T` 1 L E C O 1 N �. ■ ■ ■ ■ Accordion Shutter System •. f +.'•_ 1Y. N DESCRIPTION DATE DRAWN BY: oo.Y./FD./Le. ~ • 1!3' ` c 1 �/ American Shutter Systems • 71LlJT TESTING &ENGINEERING COMPANY . y I 0LD os-3e4 07/25/08DATE: 07/25/08 �,•, ¢355 N.W. 38tk SL, Str. 304, URCM aA UN% FLOQ= 33166 Association, Inc. T• • • Phone : (305)871-1530 . Fax : (305)671-1531 4265 West Roads Drive 2 DRAWING No -- -m •� i; tot•caoaal oam West Palm Beoch, FL 33407 3 08-152 a EB-OODUT'k. Phone: (800)432-2204 . Fax: 561209-8380 4 "�'.` WFLORIDA LI . / 444167 ( ) 5 SHEET F.E. SEAL/SIdbfi E/DATE s 19 OF 28 ]•s4' wN. W000 SM (AS ADKICAMn W4' iT8 E10SENa CLASS--- " I::� Ta aIAA t9S END INSTALLATIONS (I) HV BLADE OR ((1A WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS ]•.4' YOL TNoO SNOS &. _ YM• sm. w000 j duos REo•s. I 1%4'. TMCpI ANOIaR O a• OL. N \ �-t/] nlitiot0m (We7-Tai COf(f• ALtaA GDSFA UK M r v I `VOl td6 SAS =in lr &U.S. C. OR ®� I �•O•®-O.O.43- �D CONNECTION DETAIL Q .-WStt,O PASS `To� (+4E 12 TR a 0 tx FER aAocmaa Dram a MA=a)a _— � END CONNECTION DETAIL (4) FOIIS11No 1/4.0 T/PCON ANCNO r/ t 1/r YN. SIB G PORTIUTION • 1r O.C. t/r U. QI OR END CONNECTION _ DETAIL 9) LONG PASS f Y11'000. r tux. t1• 1 r YM. t�(k�WSt)W/I TWI WN]N4QfMWamrt N TWLaP na .T on¢n tax a > I OR ®� END CONNECTION DETAIL } pEa1E13D PAY FOR S9ANS t1tFpEN 7NY1 IY-0' ♦ SEE LIN ATIONS OF USE FOR BLADE Qg ON SHEET 23 `vem Nag, 2i.'NM. RWa� w"- 1 }� pV1'�_1.•V_.V rw:% "'VV 4W'•®-C�i•��-©'�- .F.SM.Y7 DETAIL X END CQNNECTIQN 0F761� 0 END CQNNECTION DETAIL 12 F.B.C.(Non High Velocity Hurricane Zone) �Y� a '��1♦ ®2008 EASTERN METAL SUPPLY, INC. BERTHA HV TM' " r: �..-.L; T a .: ' ; 1 L E C O I N ■ ■ ■ ■ A S S A Accordion -Shutter System , ;,. - :�T'- American Shutter Systems TILLIi TESTING a ENGINEERING COMPANY n. No DESCRIP710N DATE DRAWN 8Y: Y.O.Y./Fs•. a 1 01n os-sea 07/23/oa DATE 0>/25/oe � e� ISM R.W. Ja1A. St.. St.. 305. VWNu CAROM 110MCA sates Phone (308�71-1530 . Fey, : (305)871-1531 Association, Inc. 4268 West Roads d'a% T DRAWING No 3 Ow-ft.1— Weal Palm Beach, FL 33407 0$-152 4 _ WALTER A. TlUJT Jr. P.E. I Phone: (BOO)432-2204 . Fa.; (561)209-8380 a SHEET P.E. SEAL/SIGNATURE/DATE FLORIOA Lk. t 44157 20 OF 28 a IEV &-um1E 34 * = 01Gx �� I o Illo �I F J AL 34 Lau IN¢ Z 1n En Cg SEE END J CONNECTION DETAILS 0 SHEET 24 TYP. FULL HEIGHT. / (9)-(8)- (6) + (7)o 0 + ®0R® 4 TYPICAL (Z HV BLADE SHUTTER ELEVATION N.T.S. * NOTES ON un LOCKS AND CE TERMATES' 1. MANpATOgy CONDITION >Y 1: ONE �34 H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES. 9 OR (P� ANfl- AT ANY ELEVATION. 4 N.D. LOCK MAY BE USED AS AN OR OR`OUTSIDE LOCK. ATTACHED HEAVY DUTY SYMMETRICAL CENTERMATES WITH (a) #8 x 3/8" LONG FLATHEAD S.S. M.S. LOCKING RODS 0 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL, 2, MANDATORY CONDITION # 2- LOCATION OF R H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, Le.. FOR SHUTTER SPANS UP TO 105". A H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" ABOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. ••1, VE C 07 7im,�\ .:wa C:/71 TILLIT TESTING do ENGINEERING COMPANY 6335 rLW. J6N. St. SW >05. MRGMVI GARMS, FLOWOA 33166 POono : (303)am-16J0 . Fox : (308)871-1531 4%h'�. ¢¢Lx��l]• -= EB-000571s !� P.E. SEA��GMKLUR�ATE 1FALTER A. T¢1!T Jr. RE FLOA U.f 44167 WO F.B.C. A.S.S.A. American Shutter Systems Association, Inc. 4268 West Raads OrNe Wast Polm Beach. FL 33407 Phone: (800)432-2204 . Fox: (561)209-8380 (Non High Velocity Hurricane 02008 EASTERN METAL SUPPLY, INC. BERTHA HVT` Accordion Shutter Sy DRAWING No 08-152 POURED CONCRETE ANCHORS CONCRETE `(SEE SCHEDULE ON 1/4'0-20x3/4' S.S. REQUIRED I SHEET 26) 1614CH0$ SCREWS USING 1'- /420 NUTS 0 0' D.C. POURED CONCRETE 1' . REQUIRED A i7 EXISTING CLASS CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) SUB IF D. APPLICABLE EXISTING CUSS SEPARATION CLASS �� 2 SEPAAATIOR ro cuss (a11 s a ED1RE «+ SNEEr 76) I- 1 sN�EErzs) °`GLASS N i- ® HD WALL HEADER INSTALLATION HD CEILING INSTALLATION UK EXG�S� ' I ' ' r- TO GLASS 2 srOANAwi oN �.. - To c1.lss , o: xlrzaulE ON i �OI7 SHEET 25) i EXISTING SILT 76) CLASS D t ' --OPTIONAL 11 ; •" I .� k OPTIONAL1 a d � ) B j14x3/4' EX HEAD --- L E EO 7MEK SCREWS 3' O.C. 9 OR 1/4'-20i S.S. M.S. CONCRETE ANCHORS W/ NUT (P 7' O.C. (SEE SCHEDULE ON SHEET 26) PHOWU TRUSS HEAD ---_,� CRETE ANCHORS MACHINE SCREWS USING 1/4'-20 POURED CONCRETE (SEE SCHEDULE ON NUTS 0 6" O.C. 1 WALL REO'D. SHEET 26) E POURED EE HD WALL SILL_ INSTALLABON CONCRETE REQUIRED NOTE FOR DOMyINAnox SECTIQNS: F© HD RAINGUARD INSTALLATION 1- SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY 17 E. D. - EDGE DISTANCE 2-.MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 28) O EDGE OF -SLAB IF APPLICABLE CONCRETE FLAT HEAD CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 26) ® HD TRENCH INSTALLATION MIN. SEPAROMCN TO CU35 I (SEE � ONSHEETHEEL 25) OF IF 0 6' D.C. ®•C EDGE OF - SUB IF APPLICABLE ;EOF 1 (SEE SCHEDULE ON SHEET 26) HO WALK —OVER INSTALLATION _O H HEAD 3TT6WASHER H SCREWS 0 6' O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 20) 0-31, LICABLE GG HD FLOOR INSTALLATION INSTALLATION DETAILS W/ O HV BLADE SCALE: 3/8"e1" F.B.C.(Non High Velocity Hurricane Zone) 02006 EASTERN METAL SUPPLY. INC. �- � � • • - •� •"�' S'7� jj11t' T1((pp" - d V c�Cy1CU:. ..* • "-'•' •- P.E. SEAI;l SW'NAi3J¢ yDATE i �- E c o �N�. assa American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Reach, FI. 33407 Phone: (800)432-2204 . Fax: (561)209-B380 BERTHA HVT" ;. Accordion Shutter System TILLIT TESTING & ENGINEERING COMPANY 6353 NW. 36th. St. St. W5, W6— WDENS, FU M 33166 Ph— : (303)671-1530 . F- : (305)871-1531 ._.an: DR._q.W.eom ES-0006719 WALTER A. TILUT dr. P.E. FLORIDA U. j 44I87' LEV. N DEscaPRON DOTE ORAWN er .cv. V. I Ow03-364 07/23/00 DATE: 0-1/25/08. 7 DRAWING NO r 08`- J� 3 4 2 HEEL 28 6 5FE END WALE CONNECTION DETAILS QR SHEET 24 TALLATIOK 11 ttT ",—EXISTING GLASS I 0 V 1 Or N I * SEE NOTES ON LOCKING RODS ® & HD ® nNSLOCKS ON SHEETS 21 1 `/ H V BLADE O OR ©OR ©+I O OR 3FF END WALL QONNECTION + oR®+ ® DETAILS ON SHEET 24 t L — — _ — -EXISTING GLASS t OR! 2 i 2-x2•xl/a'xo'-Z' 35 (6063—ts nttoq ALUM. I/ ANGLE w/ (2) t!4'i I (OPTIONAL) 4 ) TAPCON ANCHORS To #14 x 3/4' S.M.S. 0 12' ('4) H.V. ORCRETE (IOP/BOTTOM � MIN. SEPARATION TO GLASS N & (4) /14i1 2' S.MS. � I Q,G (SEE SCHEDULE ON SHEET 25) PINS (TYP.) �� ` (4) H.V. ID ANGLE. fIYP� f 5 �-� I _ 4 5/e' 6 I/2• PINS. (TYP.) 459 O oR ® OR ©+ TOR — L-o1lsnNc crass MIN,SC SEP� TO CUSS I N C HE (SEE DULE ON SHEET 25) 4r:; !E�!a,! tcI e1f31 �I OR (OPTIONAL) u • " SYMMETRICAL HD CENTERMATES W/ LOCK (EXTERIOR) o—u (QPI NAL VC —HOC SYMMETRICAL HD CENTERMATES W/ (D* LOCK (INTERIOR) �) + (Z)OR J+ _----•--- ---^--_--'"_'--- I XONCRETE/HORS C. 15 Q.C. 5 VARIES or OUT IV4 8 1/2• MAX. SLACK NVE_HDE POURm CONCRETE OR HVD—HOD AEOUA� BLOCK WALL F.B.C.(Gion High Velocity Hurricane Zane yT4((ll\• 02008 EASTERN METAL SUPPLY, INC. A S S A BERTHA NV TM' , s ■ w Accordion Shutter System -` • % American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Ew• N. DESCRIPTION GATE ORAwx er M.ay. a. 1 atn 03-384 ml33/06 DATE: 07/25/08 • �YJC• 4?.• ! e355 N.N. JOIN. St, Ste. 3W. NRGMA G/ MS. FtaROA 33108 Phone 1 (305)571-1530 . Poo 1 (305)871-1531 Association, Inc, 4268 west Roads Drive 2 DRAWING No 3 IP.E. Y a—ma0: tnteeoOaei.um West Palm Beach, FL 33407 4 �+.♦ ` — wALTER A. iltlii Jr. P.E. Phone: (800)432•-2204 Fax: (581)209-8380 SEAL' IGNATURE/DATE FLORIDA u�. / 44157 23 OF 28 a CON1S.M.S.- 0 MIN, (LOCATEITH OF g;#14.1/18' POURED CONCRETE POURED CONCRETE - POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED C EXISTING GLASS EXISTING GLASS ,/—EXISTING CUSS �---- _ MIN. SEPARATION MIN. SEPARATION MIN. SEPARATION 1/16 93 MAX. (SEE SCHEDULE TO GLASS (SEE SCHEDULE TO CLASS (fi0B3-T6) CONi. ON SHEET 25) EET6) 2 'ON SHEET 25) J (SEE SCHEDULE ALUM. CLOSER 1 I ON SHEET 25) PLATE. (LOCATE I AT EITHER SIDE Ml SMIX f CONCRETE ,BETE EXISTING CLASS _ r -� MIN, SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 25)' . OF 4O) T I ♦USE V OR V MAX. I u 114xl/2• S.N. 1 - — - — - (AS APPLIMUE)x2-KI/8'x0'-2• --"'- - 0 16- D.C. _—___ \ ALUMINUM CLIP ANGLE 4 (8003-T6 ALLOY) AT MIDHEIGHT 4 (+) j14,1/2 S.M.S. a iOO4 & (2)1/4.0 TAPCONS SEE DETAIL % FO ANCHORS TO WALL AT 1' O.C. SIDE CONNECTION ® (LOCATE AT EITHER SIDE OF 4Q) SEE DETAIL % FOR © TO TRACKS SIDE CONNECTION SEE DETAIL % FO 4. O0R TO TRACKS OR ©+O/ OR®ORqy+®OR SIDE TON 6 +OOR®ORU+ `ooH ®OR[h1+6+�%®OR �4®OR `l e �+ © ® ®'®GR®+© 0+o © END CONNECTION DETAIL® END CONNECTION DETAIL � END CONNECTION _ DETAIL Q END CONNECTION DETAIL 03 F.TRACKS RE QUIREDD ONLY FOR SPANS GREATER THAN POURED CONCRETE OR POURED CONCRETE OR CONCRETE BLOCK WALL CONCRETE BLOCK WALL 4 Z REQUIRED REQUIREDIXISTINC CLASS EKISIINCMIN. SEPARATION O 6. O.C. NIN. S PARATION TO GLASS70 GIASSCON ETC 1/2MIN. (SEE SCHEDULE (SEE SCHEDULE ANCHOR a•-_ - ON SHEET 25)ON SHEET 25) IV O.C. n _ R a O.C. 2- �OOR®a.[b 1,(9)ORWOR(6)- END CONNECTION DEETTAI ©5Qv®+ ® NO CONNECTI N D©AI®� �DRn®��O�RQ `''Cw y PLAN VIEW v DETAIL x END INSTALLATION n HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. F.B.C.(Hon High Velocity Hurricane A. =J[r`'s ®2Oa8 EASTERN METAL SUPPLY. INC. BERTHA HVTM' �:�. S4 : T7 ; ;.' 1 L E C O �►��. S S A A ■ ■ ■ ■ Accordion Shutter System American Shutter Sy3tem3 TIWT TESTING k ENGINEERING COMPANY Lv. N OLsclnrnaN DATE DRAWN In: N,cu/La I cLo os-2e4 07/25/08 DATE: 07/25/08 -• .� m. 3M, MxaaaA GMMN5, rU)RpA 331ae A3soclation. Inc. 2 DRAWING No 08-152 Q' jV Phan.: (305)871-1530 . Fax i (305)97i-1531 a- aa 11: Ult.oa01.a0m E9-000671si 4268 West Rcads Drlva Waat Palm Beach. FL 33407 3 4 yyg=Z�Q�'• F4� _ WAITER A. TROT Jr. P.E.( Phone: ROO a32-220a -Fax: 581 208-8380 ) ( ) a SHEET P.E. SEAL/SIGNATURE/DATE RDROA UC. d 44167 6 24 OF 28 MAXIMUM SHUTTER SPAN* "L+" OR "L—" (it.) INSTALLATIONS W/ SYMMETRICAL 0OR®, W/ ONE H.D. LOCK k NO LOCKING RODS 0 • uAnWu CONCRETE h CONCRETE BLOCK INSTALLATIONS BENIGN LOAD �•5•F•) 0 ON -) ALL MOUNTING CONDITIONS O OR RM 16 -0" 35 40 17'-4' 45 16'-4• 17'-5' 50 15'-8' 17'-W 55 14'-10' 16'-10' so. 14'-2' 16 -2 65 13'-B' 15'-5" 70 13'-2' 14 -11 75 12'-6" 147•-5" 60 12'-3' 14 -0 65 11-11 1 90 95 - 100 10'-6" 12'-6' IDS 10'-0' 12'-2' 110 115 9'-1' 12D e'-B' 11'-5' 125 - 11'-2' 130 10'-11' 135 140 145 - 10-4" 150 - 10'-2' 155 10'-0" ISO W-10 165 - iv-v 170 - 9'-7- 175 - 9'_5. 180 - 9-4' 105 ?•-2' 195 W-8" Djc NOTES: POSITNE MAXIMUM DESIGN L.O ALLOWABLE SPAN FOR A GIVEN L-: MA)f. ALLD. OWABLE SPAN FOR A ON" NEGATIVE DESIGN LOAD. W 2ALL MOUNTINGS OR FLOOR/CE1UNSPAN FOR G: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN'L+' FROM SCHEDULE, GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE RNA. MAXIMUM ALLOWABLE SPAN IS EQUAL TO 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 Ll+- MAX. SPAN FOR WALL MOUNIING'INSTALLATIONS. U+r MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS, FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: LI MAX. SPAN FOR.WALL MOUNTING INSTALLATIONS. L2 MAX, SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'Ll+', 'L24'. -LI-- AND 'U= (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. 2 HV BLADE iL Eco„N�. • - : TILLIT TESTING & ENGINEERING COMPANY = G ` • MS N.W. 36N. S1- SI . 305, L=Kk GARDU . FLOM& 33189 Phan• : (305)971-1530 . Fox : (305)871-153I °'' { � l�q •yti . • .-mG�: UcceeoaoGl.com A. Te1R Jr. P.F. ' ^ .+. T �� = P.E.' SIRE/DATE WALTER FLORIDA uc. 1 44167 INSTALLATION LEGEND SUBSTRATE POURED CONOBEM MOUNfevGS (SHEET 22) WALL AA EE MOUNTING LOOR/CEILING BB, CC, DO, MOUNTING FF do GO WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 4�J-- 3" 9W A.S.S.A. American Shutter Systems Association, Inc. 4208 West Ronde Drive West Palm Beach, FL 33407 Phane: (800)432-2204 . FaN: (561)209-8380 (Hon High Velocity Hurricane ® 2008 EASTERN METAL SUPPLY, INC. BERTHA HV T` Accordion Shutter % Ds-3e4 DRAWING No 08-152 CORRESPONDINQ MAXIMUM DESIGN PRESSURE RATING (D.1.0 AND MAXIMUM ANCHORS SPACING (in.i SCHEDULE 4•. TAPCON FOR A GIVEN MAX, SHUTTERa/10SP N. h!AXIh!UM DESIGN LOAD TYPE • AND A CORRESPONDING MQLNDNG FOR GONGREPE WSTALL?'PIONS POURED CONCRETE AU MOUNTINGS AA THRU GG (SHEET 22) MAXIMUM USE MAXIMUM vALuEs BEnwEN Poswiz AND NEGATIVE LOADS SPAN (ft) 50 OR LESS >50 TO 60 >90 TO 120 >120 TO 160 >160 TO 195 8" 4 1/2' 3 8'_9. OR LESS 12' 8a 6• q• 3 3/4" UP TO 10' fi" 4' 4' - 4" 3" - - - > UP TO 18,-0" 7 1/2" 5 1/2- 4" - - (A) ANCHORS TG WALL SHALL BE AS ' FOLLOWS: AI) TO EXISTING POURED CONCRETE: (uin. Ye - 3350 P•1) - 1/4*e TAPCON ANCHORS, AS MANUTACTIIRED BF T.T.W. RAMSET/ RED HEAD. MINNUM EUBEOMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4% A.2) 10 EXISTN0 POURED CONCRETE: (M:n. fc - 2809 P6I) - 8/16-o TAPCON XL ANCHORS• AS UANUFA ISIED BY LT.W. BU"Ex, MUNBIUM EUFiEOMENT INTO POURED CONCRETE OF 5/18' TAPCON XL ANCHORS 15 2 1/4". A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE ExISTUO WAIL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE. FOR INSTALLATIONS ON vam SOIND OR FJFS CONSULT THIS ENGINEER, (B) ANCHORS SHALL BE INSTALLED FOLIOWING ALL OF THE RECOMMENDARONS AND SPECIHCATIGNS OF THE ANCHOR'S MANUFACTURER- (c) SEE SCHEDULE BELOW FOR MLNIMUN REQUIRED EOIE DISTANCE FOR ANCHORS. (2� HV BLADE ''•f} r-0-020Qg.... ! J.. P.E. SEAUSIGNAIURE/DATE M uid REQUIRED EDGE DISTANCE FOR ANCHORS MA)aMUM ANCHOR SPACINGS ARE VAUD FOR 3' EDGE DISTANCE FOR 1/4'0 TAPCON AND 3 5/8" EDGE DISTANCE FOR 5/1s'4 TAPCON XL IL E C �mc, TILUT TESTING & ENGINEERING COMPANY 53 N.W. 3eN. St. Sh. 395. VRGIIIA GARMS. RORIOA 331e6 Phase : (305)871-133TI . Fos : (305)871-1531 e—.0; DII•eo0a"Leem EB-0006719 WALTER A TILLTT Jr. P.E FLORIDA L'c. / 44167 B.C.(Non Nigh Velocity Hurricane Zone ® 2008 EASTERN METAL SUPPLY. INC. A.S.S.A. American Shutter Systems Assoclation, Inc. 4268 West Roads Drive Went Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 BERTHA HV,M Accordion Shutter System DRAWING No 08-152 BLADE'S KNUCKLE (TYP) I 12*T0 MIN. 0 EARATOq EDGE I - 3*0 OPENING FLAT PORTION OF BLADE 2 7/6" MIN. CLEAR SEPARATION BETWEEN BLADE OPENINGS I � i 11 I I� I\ I�I 'TO 0'1875" - 1 0.0525" � 0.0625 - 1A HV WINDOW BLADE SECTION X—X 0.0625" 44 Hv WINDOW \\I I I 2 1/4' CLEAR f s 3/4" BETWEEN TABS ON CENTERS �I I 0.0625" R1.1.7500" X Ii 03.0000" J iE 03.7500" 0,7500' EXTERIOR ELEVATION SCALE: 1" = 1" 1.3750" X POLYCARBONATE IMPACT RmISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV -STABILIZED GRADE GAYER MATERIAL/SCIENCE LLC. MAKROLON 3103: TYPICAL PROPERTIES APPLICABLE STANDARD REFERENCE RESULT SPELVIC GRAVITY ASTM D192 0.043 Ib/id TENSILE YIELD STRENGTH ASTM D638 9,400 P•9T, FLEXURAL STRENGTH AT YIELD ASTM D790 12,S00 P•e.i. FLEXURAL MODULUS ASTM D790 340,000 ps.T. IMPACT. NOTCHED IZ00 ASrM 0258 to FT-Ib/In FlRF RIIRNING CHARACTERISTICS: SMOKE DENSITY ASTM D2843 47.2 X RATE OF BURNING ASTM D05 C-1 CLASS SELF IGNITION ASTM DI929 1040 'F Ww Ate: ASrM 0155 TENSILE STRENGTH AFTER WEATHERING ASTM 530 9302 P.s-L TENSILE STRESS BEFORE WEATHERING ASTM GM 8481 p..j. J TYPICAL HV WINDOW BLADE 1AA AND POLYCARBONATE HV WINDOW DETAIL F.B.C. v�L.•t. �Y-GF1��.� v IL •ECOoN.. A.S.S,A. American Shutter Systems �• ' TIL.LIT TESTING -& ENGINEERING COMPANY Association, Inc. x _ W. sale. SL. 51.. 305, 'A. GWENS, ROUDA 33108 Phe : (305)871-1530 F— (305)871-1531 4258 West Roads Drive 3 4 • - .y v. • y - .' e-m"II: tO1...e-L— EB-0006718 West Palm Beach. FL 33407 [� ..',+^a7 • 0.�•3118 _ C0M y��'L TntRr Jr. P.E. Phone: (800)432-2204 Fax: (561)209-8380 5 P.E. ;i ALjSIGTJA711RE/DATE FLORIw Uc. / 44187 4 02008 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System i DESCI6PIGN GATE ORAW11 •0Y. FP. E. OLD 03-364 G7/IG/Ge CNTE:FD7/z8/01 DRAWING No 08-152 MI MI N� I,KI N M MI M �I N N N M N I ELEiV TiaN ,-(EE StlECN FT/CLASS 2 BLWE� �. _ _ Il0 aN 9BET 2B FtR 9A�. m J: ------------- EXLSTING atAss�----------^^'�---x?�—^------------------------ snJ CFNEERMATES 21 (� w/ OR s AND w/D (5 NOTE 4 ABOVE) TYPICAL In HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE dh SHUTTER* N.T.S. .E. SFAI%SIGi4ikkRE/DATE F1 IL E- - COikC. TILLIT TESTING h ENGINEERING COMPANY 55 H.W. 36Uw 51. St. 306, VJitl1aA GAAa1R3. iLaiaM 33165 I.- : (305)571-1s30 . Fat . (305)071-1531 e-Maa; 0em0001.caln EB-0005710 .AL. A. DWI Jr. P9- FLOPoDA LIa. + 44167 UNISON Wmi 1. MAK, DESLON PRESSURE RATHO: 4-110. - 110 P.FJ. 2. MAX SHUTTER SPAN: GB' 3. ALLOWED MOUNIINUS: A. D, a do N ON SHEETS O. 7: AS WELL AS 1}UOO,UNIDIGS 11, 0, T, U & WWOCONY. SHEETS 1e R 19.Jy��, OIYOCQl1L S MUST BECLIIDFD ONLYOA PO pACCESS Gl5E0F OPPOS7N0 S. (A) HV WINDOW IAOE I STALL ONLY ALLOW A MDIIJUM OF 5 OPENINGS (3-0 HOLES) FOR 4 PER BIAOE AT SPACORS SHOWN ON SHEET 27. . . (B)Cli'JUUINCF R 4D TOP OR BOTTOM EDGE OF HV YANDOW BLADE OF ANY J'� NOTE FOR Sul BE 1Y. FOW OR L§ BLADE CDIDND OUT FROM STARTERS AT ENDS MAY BE HY VI,(C) DOW BLADE (0) W WINDOW SLADE © MW BE USED ALTERMUE TO A SOLID IN BLADE 1Q THROUGHOUT SHURER'S WIDTH. (E) CT.RIA SHALL ALWAYS BE INSTALLED ADJACENT M A SOLID W BLADE CT AT EGHER SIDE OF itlFv. (F) POLYCARBONATE W WINDOW 0 SH&L BE TNSTALIBD 50 1{j►j TABS FACE THE Bf1EAlOR OF 1LIE OPENING BEING PROTECTED. FNV WINDOW IFWD MUST BE ONLY M5RLLED AND LOCKED USING A W SETTING TOOL PROVID BY ASSA INC. 6. SEE ANCHOR SPACING SCHEDULE FOR IWALLATIONS INTO WO00 FRAME . BUILDINGS ON SHEEF Ia. AS LA01TD BY SPAN AND DESIGN LOAD (SEE NOTES I h 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALATIONS INTO POURED CONCAME OR CONCRETE BLOCK WALL ON SHEETS 13 & 14 AS LIWTED BY SPAN AND DESIGN LOAD (SEE NOTES 1 h 2 ABOVE). 6. MINMUM SEPAPA110N TO MASS SCHEDULE, PER ASRF E-199E: WIND ZONE MINIMUM SEPARATION TO GLASS I THRU 3 I• 4 6.25 la� F.B.C.Mon High Velocity Hurricane ZD &SUSM& American Shutter Systems Association. Inc. 4268 Went Roads Drive West Polm Beach, FL 33407 Phone: (800)432-2204 . Fat: (561)208-8380 ® 2008 EASTERN METAL SUPPLY. INC. BERTHA HV'm. Accordion Shutter System DRAWING NO 08--152