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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: 3 7/4/ A' PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION • _ 2300 Virginia Avenue Fort Pierce, FL 34982 SQA 772-462-1553 �n D APPLICATION FOR STORM SHUTTER PERMITSt UC/o 010 14nty 1. LOCATION/SITE ADDRESS: ' 6 d o 7 .4l �aa✓✓g Fi �°; �l 4,9 s'/ 2. PARCEL ID NUMBER: /306 -Sa0 —D / 7.7 —O a O/? 3. DESCRIPTION OF PROJECT: pn 4. TYPE OF STRUCTURE: SFR: J MOBILE HOME: OTHER: 5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION p NAME: M/'* tV// G O/'Cla el Ap a&' iJ FL REGISTRATION/CERT #: SCC- 13 < ADDRESS: 64 O 7 hAeo4eoWrn COUNTY CERT #: CITY. ocl iGYCe STATE: �_ BUSINESSNAME: C &-W A► �� and i T�Tr zip CODE: �i 9s PHONE: 77.2- yG ' O 6 y.? PHONENUMBER %.? V //l EMAIL: EMAIL: �drA�� ,1 C B Type of Surface attachment: Wood Frame Concrete _ Masonry X Other PRODUCT, TYPE PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE' PANELS ACCORDION ; Q 1dp—lei- ROLL—UP , FA$RIC .OTPBR [ l ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING BRACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EJI,7STINGRESIDENTIAL STRUCTURES ONRACK. 7. VALUE OF CONSTRUCTION: $ 3 0 -2 y o ✓ PST FEE: $ OWNERS AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. P NAME OF OWNER OR CONTRAC`TOR/QUALIFIER GNATURE OF R OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF S"t ACKNOWLEDGED BEFORE ME THIS DAY OF Vo I BY, � C�-S PERSONALLY KNOWN TO ME OR WHO HAS PRODU Yt S Mao 0 J-%'IDENTIFICATION. �•ar o��,,, IRVIE E SAUNDERS SIGNATURE OF NOTARY TYPE OR PRINT �1Iiflotary Public . State of Flo TITLE: NOTARY PUBLIC COMMISSION : •= M Comm. Ex ices Jul 29, 2014 �'; Commission #E DO 998746 Bonded Through National Notary Assn. �nmH• NOTICE TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COM MEN R — ROVENIENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SLCPDSD Revised 4/10/2012 IC �F 1 INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for Shutters to be used for only those activities that is not otherwise included under a primary building permit This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the installation of Shutters, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: ;..; ........ *.,.'.,.'........-.... Indicate the street address, or general location, of the property on which the building activity is taking place. 2 PARCEL ID NUMBER ... °•Indicate the'Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY ....... Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which the product is to be installed.. 5. • ° CONTRACTORS.INFORMATION:....:............................ ... Indicate the State of Florida (it applicable) and St Lucie County contractors registration numbers, and the name of the business • �. � � .' doing the work � . 6. VALUE OF CONSTRUCTION: ........................................... Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the buildmg/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed St Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for the installation of Shutters are to be submitted to the St Lucie County *Building and Zoning Department; 'St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be completed and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 PAL For assistance in completing this application, please contact the St Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5.00 PM), Monday through Friday. Following the issuance of this Shutter Peffiit, the scheduling of all required inspections may be ,made by calling (772) 462-1261. INSPECTIONS ** EXISTING RESIDENCES All shutters must be installed and in place at the -time of the final inspection, except for Egress Windows and Doors where one panel must be installed and the remainder must be by the opening for the inspector to verify remaining panels. ON NEW IR ES ALL SHUTTER PANELS MUST BE INSTALLED AT TEAE OF FINAL YNQ.PaTT(,111 :.[iRs�F( '�WILL FAIL AND C.O. WILL NOT BE ISSUED. .i �irL-.",3F1y`:±,� lSi°Sil� ,j�h `.5. 1g1 f �I SLCCDV FORM NO: 006-05 il' 00'•i: !i{?it'•�^.iififieG'J rf'�'�t<i�`"�� n2r..?.yt�,Sc�4?sr.•�.;n��+:hue!!i? L�a9s,;�H "�-�„�,�`` _ JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3935045 OR BG- —_ 3613 PAGE 329, Recorded 03/18/2014 s- '11:11 AM NOTICE OF COMMENCEMENT Permit No. Tax Folio No. State of Florida County of St. Lucle The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement, Legal Descriptio of Proppe�rty: (and street address if vai blg): 4607 A ew 0 06Z, alwa ?"2a fc��)//.�.ewj d i'J0lv1 ,29'fo✓Iddt-/8%IR General description of improvement:_ �Odd•`ts S J�..yl'r// �/� MOI-e Ownerinformati or Lessee Name rd off , Address �e 0 i µ If the Lessee contracted for the Improvement: Interest in property: etrGG✓ Name and address of fee sjple titleholder (if different from Owner listed above): M/A contractors ContractorA Phone .»"to Surety (if applicable, a copy of the payment bond is attached): Amount of bond: S _ _ M14 Name and address: Phone number: Lender Name: VJ,4 Phone Number. Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name: /JiD ' Phone Number: In addition to himself or herself, Owner designates of Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes ,. a Phone number of person or entity designated by owner. to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final paymentto the contractor, but will be 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OFTHE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSTO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SiTE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULTWITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare th have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge d belief. (Signature of Owner or Lessee, or Owner's or Lessee's Authorized Offlcer/Director/Partner/Manager (Signatory's Title/Office) The foregol Instrument was acknowledged before me thlsday of �2[, 20 as /A4,41 _Q it for A/Z� Name of Person Type of authority e.g officer trustee) %arty on behalf o whom instrumentwas executled JESSICA LYNN FRANCS NOTARY PUBLIC Personally known_or produced IdeM3fication1f. re of Notary hilt State of Florida) CSTATE OF FLORIDA M, Type, or Stamp Co stoned Name of N Comm# EE101443 ' Type of Identificatlon produced Expires 6/8/2015 STATE OF FLORIDA ST. LUCIE CONITY THIS ISTO GERWYTRAATTHIS ISA TRUE AND ('NRECT COPY OE THE ORIGINAA JOSp� C. �1 lii ..I,'*L_ K Late: v ; 2) 335-9198 Port St. Lucie I 9 During installation we must have access in and I ACKNOWLEDGE ANDTaA RSTAND THE ABOVE out of property for good installation. Owner, or someone with authority, must be present during installation to inspect and pay balance due. CUSTOMER'S SIGNATURE ,5lqL)T7'A!5'A SC uz- ig 11611 -OPENING SIZE 116-1:0111UM Wt to] *I T, 1:7-1 ITI o , . s�rs»��m WIN o �Elmmmlm ff= IMEMIN GINNIE INEGIN MIN MIN ME ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES PROJECT NAME: v ' NOA or FL# fl ,7 iF2 ADDRESS 6907 Alee le.lrg NOA or FL# CITY/STATE , ; die, NOA or FL# CLADDING TYPE: J7w c O o ve.- c ei►-, n / , NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED (Vult) 160 EXPOSURE B MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 20 WIND DIRECTIONALITY FACTOR 0.86 ROLL DOWNS, WINDOWS, MULLIONS, HEADERS,STORM BARS etc. TRIBUTARY AREAS _ ... ENCLOSED -BUILDING GCp1 +Q 18 ; , <.:10SF .: 11SF ><=20SF, 215E=><-50SF POSITIVE PRESSURE (ZONE 4+5) 41.0 � ��=` x' 39.2 � e 36.7166 ' NEGATIVE PRESSURE (INTERIOR ZONE 4) -50.0 �QR F% —47.9 3.=` —45.2, NEGATIVE PRESSURE (END ZONE 5) -61.7 - -57.5 t ,.a —52.0 i I ; "PARTIAL`LY>�ENCLOSEU'BUICDING GCp�=+O 55" <=105F 11SF >a=20SF 21SF=><" 5OSF ^ POSITIVE PRESSURE ( ZONE 4+5) 63.9 52.0 a `- ` 49.6 iOwl� ' NEGATIVE PRESSURE (INTERIOR ZONE 4) —64.4 it - —62.3 ' _ —59.6 � NEGATIVE PRESSURE END ZONE 5 -76.1 � . � -72.0 R y LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 5/l/2012 BERTHA N.V. ACCORDION SHUTTER SYSTEM MOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT MOH VELOCITY HURRICANE ZONES. OESEN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1920 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSULLED WITH A DIRECTIONALITY FACTOR Kd-0.85, USING ASCE 7-10 FOR INSTA L ATIONS UNDER MID FSC AND SMALL NOT EXCEED THE MAXIMUM (A.S.U.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11, 12. a 14. 15, 10 at 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SMALL BE FIRST REDUCED TO A.S.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN OROETTO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11. 12. 13, 14. 15, 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O.. A9 TESTED, WERE HOT OVER STRESSED. A 33 X INCREASE N ALLOWABLE STRESS FDA WHO LOADS WAS Wt USED IN THEIR ANALYSIS. HOWEVER, A WIND DURATION FACTOR C0.1.60 WAS USED FOR VERIFICATION OF FASTENERS N WOOD- 13ERTHA N.V. ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE 4SSILE IMPACT LOAD WAS SEEM VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: -HV BLADE 0 10214.01-03. 10715.01-03. #1004.01-05. 11214.01-05, /0317,02-08r /0609.01-10 AND /0210.01-11 AS PER TAS-201. TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1860 AND E-1998 STANDARDS (MISSILE LEVEL 0, WIND ZONES 1, 2 & 3) & f1220:01-10 AS PER TAS 201. 203 & 103 PROTOCOLS LARGE MISSILE -HV WINDOW RUDE 0 %0505.01-08 AS PER ASTM E-16118 AND E-1996-(MISSILE LEVEL. 0, WIND ZONES 1, 2. 3) BASIC PROTECTION ONLY AND 1072S.01-88 AS PER TAS -2 PROTOCOL 2. IN BLADED AND HV WINDOW BLADE O ARE ENGINEERED TO WORK IN Ut M WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLARES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SMALL BE /1412.7S' AND /140.75' RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 k!N YIELD STRENGTH AND ISO k!1 TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSMELD COATM SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMMCAIN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEM THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR W93-T6 ALLOY IS 30.0 kei AND 35.7 ket FOR " 6005-T5 ALLOY. S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN SO018 WITH SO WI MIN. YIELD STRENGTH AND 90 kei MIN. TENSILE STRENGTH. AND SMALL COMPLY W/ FLORIDA BUtLIXNG CODE SECTION 2411.3.3.4. a. BOLTS TO BE ASTM A-307 GALVAMZEO STEEL, OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kel MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR -ANCHOR SPECIFICATIONS: HV BLADE 0 : 12,13,14.13 AND 20 1N BLADE 0 & j@ .WORKING IN UMSON: 12. 13 & ts_ _ e. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A V.S. PATENT JW779,582. COMPONENTS OF THIS APPROVAL ME COVERED. N WHOLE OR IN PART BY U.S.-PATENT 15.458-.179 ISSUED TO EASTERN METAL SUPPLY, INC. 9: If SHALL BE -THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE.SOUNONESS OF THE SRRUCIURE WHERE SHUTTER 13 TO BE -ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COUPOASNT EDGES WHICH REMAIN. THRU FASTENING IN CONTINUOUS CONTACT WITH THE SUILOM TO PREAW YANO/RAN-INTRUSION. 10. EACH UMT EM MUST BPERMANENT LABEL IN VISIBLE PLACE WITH WANNNG NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS. MUST PROPERLY CLOSE ALL HV AND ND CEMFRMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LAB& SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1715.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1715.8.2 OF THE FLORIDA BUILDING CODE 12. BERTHA H.V. ACCORDION SHUTTER SYSrWS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONNO REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. . 13. (4) THIS P.E.D. PREPMEO BY THIS ENGINEER IS GENERIC AND GOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; t.e. WHERE THE SITE COHOMoNS DEVNTE FROM THE P.E.D. (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCULSE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS-P.E.O., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON TKS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (a) THIS P.E.O. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS (d SITE SPECIFC PROJECTS SHILL BE PREPARED BY A FLORE)A REOSIERED ENCNF3:R OR ARCH(IECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE ..� .,.......,, ... w�uEER OF RECORD ACTING AS A DEL EGATETI ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR GENERAL NOTES - SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETNL AR EA 26 NV RLAM (j) AM NV WINDOW _ R_LME-AAA aftimE &PLIC." TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET B INSTALLATION DETAILS 0-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS FN SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE k BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTAMATION- DETAIL M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 A17 e % W WM)ODW-BLADE 0 TYPICAL SHUTTER ELEVATION ONLY. SHEET 19 AREA 4: W WINDOW •RUMOR 6) INSTALLATION DETAILS. METAL STUD WALLS ONLY SHEET 20 aEYIEw. � • (a) THIS P.E.D. SHALL BEM THE DATE AND OF40M SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CM Mon Hf h Velocity Hurricane Zone . 1,11N .SEA( A. rile" © 2011 EASTERN METAL SUPPLY. INC. �1BERTHA `LLt���•\,\v EN�_± IL E C O A S S A Accordion Shutter System -- lne. ■ ■ ■ ■ KV. WDE g1 W/ OR W/O KV WNDow RADE TILLIT TESTING & ENGINEERING COMPANY Ate. NOS, L9f0MA aMnoi7IL 11tIRa 3316e T Br GL y ? 7l American ShuNer Systems Awcaratl0T1, Inc. 1 OLD I1-083 It It ILU5 11 29 11 1 DRAWING NO = S•r `, ' 0.1S! N.W. SIN. ]t. Ptaae : (305)671-1530 . Fat 1 (305)871-1531 4268 Westracds Drive West Polm Beach, FL 33407 -_'KGF''• �QRIOQ;.•�'`kLL`, - -••••••••.•••• •-I'IREG-00 197 COAT 1 1 —192 ; LS �\ ,l = ts/ Mt P.E.' Tud/DATE wA11ER A rwT Jr. P.E FLORIDA Ue. 1 44167 6 SHEET OF 20 1 61 COVERED UNDER US PATENT d 5458179 1R HV WINDOW BLADE LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-TO ALLOY AND TEMPER OB3• Osr .06 ' • • 470 1.666' � T 11 HV -CEILING HEADER QtXUF1EO FOR USE W/ HV BLAUO) SEE SECTIONS FOR VALIDIiTYY.- 6063-TB ALLOY AND TEMPER Wt3 M N. Y NK t 1® SIbE ANGLES QUALIFIED FOR USE W/ HV BLADE( 6063=T6 ALLOY AND TEMPER o � 4S - 3OEUNIVER$Aj BLADE ($ FP/ BLADE 1 QUALIFIED FOR USE W/ 8003-75 ALLOY AND TEMPER BLADE (1) 6063-T6 ALLOY AND TEMPER ALUMINUM ANGLES QUALIFIED FD USE W/ HV BLAtSE l 11 ONLY. 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 4.436" FAV WALK -OVER, TRACK QUALIFIED FOR UE W/ HV BLADE 1 6063-T6 ALLOY Ad TEMPER g 3 3. .G93' Yi 670 a. 3- ' Q HD 6EILINO HEADER,/SILL QUALIFIED FOR USE W/ HV BLADE Q SEE SECTIONS FOR VALIDITY. 6083-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 17 Y 5' MAX. 1/8' 1/8' ® 2- ' 5' MAX. 0.192• 0.192' Q9 2.5' 7' MAX. I5' 0.190' 0.190' ® Y LUX. 0.139' 0.131' 1• 1.7oD- 05 HY sa f 1 EO' s TARTER QUAUFIEO (OR USE W/ HV MADE 1 6063-76 ALLOY AND TEMPER .994' B42 8 12 ' .920 O}{�( TRENCH -'SACK QUALIFIED FOR USE W/ HV BLADED ONLY. 6063-TG ALLOY AND TEMPER VARIES 1.935' Y 03.52 • Bi ;'' HD WALL HEADER/SILL QUALIFIED FOB USE W/ HV BLADE (1) ONLY. 6063-T6 ALLOY AND TEMPER X Y , 2' 2' 125- 3' . 3' .090' lUJFCORNER POSTS IED FOORREUS W/ HV BLA6053-T6 ALLOY AND TEMPER /71 L RCOI,N�. * TILLIT TESTING k ENGINEERING COMPANY ♦ e.Lss Lw. -,am St. S1.. 305, VAC M 040049. nalta, 33188 Plane : (30S)871-1530 . Fat 1 (305)e71-1531 \\` E13-OON712 t\\ WLTER A. aWr Jr. P.E. FLORIDA U. / 44187 A.S.S.A. American ShuHer Sy0ene Assoolallon, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 1D ByR!dGUARo QUAUMED FOR UIE W/ HV 6063-T6 ALLY A10 TEMPER 02011 EASTERN METAL SUPPLY, INC. BIMTHA TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNW BUDS AWING No 11-192 ED FOR USE W/ HV BLADI 6063-76 ALLOY AND TEMPER I_2.7so I ;_ 2.7a• 1 PLAK FRONT ELEYAIM ® HV MALE NTO LOCK CENT �E a.eee'• I © LOCKER FOR "L LOCK CEN31R QUALIFIED FOR USE W/ HV BLADE )GNLY ®HV FEMALE "T" =K CEP 6063-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1QONLY QUAUFlEDFOR BOs3-T8 ALWov AND TEMP 6063-T6 ALLOY -AND TEMPER 1 OBS• .21 V ©HD CIENTERMATF—W. NO -IQCKING ROD QUALIFIED FOR USE W/ HV BLADE I Ae A 6063-TB ALLOY AND TEMPER *15, �I (g LOCKING ROD A FOR USE W/ F)V6063-T6 ALLO MPER �,UALIFIEO INSON WILL REQUIRE A 7/16' HOLE LLED AT TRACKS FOR PROPER EMBEDMENT . 17• 7 n 3.161 0 06J 62• .214• QUALIFIED FOR USE W/ HV BLADE T)& Qg 10i1 un enrUTro1,IATVS0 1► 6063-TB ALLOY AND TEMPER 130• 37s•� �cF-TAL FOR A. /' / IL EC 0-1 N. 1a; s� TILLIT TESTING & ENGINEERING COMPANY �AT7=nF 8353 nw. S&K P. Su. -vs. WO M GNMIDIS. RORW 331 Phan.: (WS)071-1330 . Fa.: (306)671-1531 NAeee6701a ,%[-�AZ"-:A ORIUP. -\�/�'11111 'C P-ma7l1 ... i NNE` 111 y�)•U 9/DATE NALIER l- IR07 Jr. P.E. FDA U. / 4s167 2A1 1/4'-20t0N6.HV LtAo .MUSM E:+�uaAM xe.31aKII RUN CYL*MROME 6 PMIM) HV Hy ragns a7•0 HV ®OUAUFlEO R / HV ONLY. 250. C.D. I®, PLASTIC HEAD le 2 . -MOLDED ro SCREW s2 , -J .3w AFTER Rf" 1 14"f�—��2��0�� �x� �31�4�"� BEFORE R"� S.S..LJ�BSCAF C 44'11.-20 RIVNLIP ' 'tSMES 0444 ALRWUM (2024-T3 ALLOY) LAW RANGE THIN %= NMPsERT. P/Rr j Ga2G. AS 11A•NFAa111RE0 BY AYQLL CMRRY TEKTOFN, PAASPI'M, NDY JERSEY 07OU OR EW LL. ® HV `T' LOCK QUALIFIED FOR USE QUAJFIEO f fl USE W -FN W/HV-BLADE 1Q ONLY. BLADE 01 ONLY. '255•- B .545• � oa0 O i I I] a `THWBNRNLN CYMR OR KEY CY11NDER 0.675• YIO. 1 .125• Mo.. Q R 8 THUMBTURN CrUNDER OR KEY 1 Wn CYLINDER 1.7R Ma._ • 13Y REGENT KNIMARe MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. . QUALIFIED FOR USE W/ HV BLADE tD& I>0A FLORIDA BUILDING CODE Mon High Velocity Hurricane 02011 EASTERN YErAL SUPPLY, INC. BERTHA I A.S.S.A. American Shutter Systems Assaalatton, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 KV. BLADE #1 W/ OR W/O KV. WADCW B-qX AWING No 11-192 ON HV LOCKS AND CEMTERILeTES• ► B c o �'� Y K s t u a�'�� NOTES 1M&Ma= OONOMOR dti ONE HV LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN T ANY ® OR 12' ABOVE OR BELOW �2 OF SHUTTER SPAN FOR SPANS UP TO 105, AND fOR INSTALdTIONS ELEVATION. HV LOCK (2� oY NAY BE USED AS AN INSIDE OR OUTSIDE LOCK, UUCHED TO OR CENTERMATES W/(2) 1/4.0-20 x 1/2' LONG FIAT HEAD S.S. N.S. LOCATION OF LOCK SHILL BE AS 1 CATED ON , TYPICAL SHUTTER ELEVATION. �w 4Qa I 2. IF DESIRED. FOR BETTER PERFORMANCE OR FOR S£CORRY PURPOSES, UP TO -TWO HV BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES Q� lJ LOCKS OR Y �10tSBE AS ON NOTE ED BE � j LOCKS SHALL AS INDICATON TYPICAL SHUTTER ELEVATION. x 4 5 a SO " ® 3 �($�, LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY E USED IF 0 SIR D TO -ENHANCE SHUTTER PERFORMANCE. LOOONO RODS � OR AN ALTERNATIVE DEVICE II MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. ONE HV LOCK ® It l BE USED AT CORNER CENTERMATES FOR ANY SPAN ._ • AND INSTALLA S Ai AN ELEVATION. I1V LOCK SHALL 8E USED AS AN OUTSIDE OR INSIDE LOCK, or ATTACHED TO ®CORNER CENTERMATE W/(2) 1/44 0-20 x 1/2' LONG FLAT HERD S.S. M.S. TWO LOCKING RODS I AT TOP & 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. 13, sl BI 1T p 9 >!, aq RR 5. ONE ALTERNATE HV LOCK_ MAY BE O IN LIEU O11 11 LOCK a FOR N11' SPAN IWO INST Tx)NS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN oR Outs10E LOCK. ATTACHMENT BE AIDE W/ 1/4'0-20x3/4' ALUM. 1 gi OF 1/4.0-201 S.S. THUMBSCREW TO OR CENTERMATES SHALL ON SECTION HVE. SHEET. ONE LOCK SHALL. BE USED AT 1/2 OF SHUTTER SPAN OR TWO l� ib III p RNNUT AS SHOWN LOCKS AT 1/3 OF SHUTTER SPAN. V 6,-.•.��..,ea. MMM IU-FOR- MNMW L4011±Tift ML4F UAWM. ONE HY LOCK @ or-® or I& SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR- My SPAN OR. 12• ABOVE OR'.BELOW 1/2-OF SHUTTER SPAN FOR SPANS IF TO Or. AND -FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or ®-Or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO' ® or ® SYMMETRICAL CENTERMATES W/ (2) 1/4-20 x 1/2' LONG FLAT HEAD S.S. OF LOCK SHUTTER EL£ViATM USE OF LOCKING ROOS ® W/ �5 AS IN ICATEDON SEE ENO --� TOP I I COMPLETELY ORY.�� OR ®TO CONNEC110N OETNLS OH 0 ► K N I J K L Y P � V Y x SHEETS 10 a 18 TYP. FULL OF CORNER' *NOTES ON HV "T" LOCKS AND CENTERMFS1 HEIGHT.II {T. uraxrtm CENTERMATE ^ 10 •®°A 1 ��ay+ ONE ALTERNATE HV 'T' LOCK NAY BE INSTALLEDIN UEU OF R1V LOCKS OR FOR ANY SPAN AND In�IALLATM�N AT ANY ELEVATION. AL TE LOCK M S USED AS AN INSIDE OR S Er LOCK. ATTACHMENT AS SHOWN ON SECTOR HVO, SRREET 9, WHICH MUST BE ©a®°x©• Od+li°P 10 • ®°A©• ©'®°" OF LOCK Q9 INCLUDES USING REINFORCING LO �f7 CONNECTED TO CENTERMATES ® AND ® W/ 1/4'0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32" WNGNU' OR W/ 1/4'0-20x1' S,S.M.S. INTO A 1/4'Ox 5/8' RNNUT. LOCH MAY BE INSTALIEO AT MIDSPAN OR 12" TOP AND BOTOM IS MANDATORY, • ©` 7O ` ©°A,(,(�e1��* * ®°" _ MAXIMUM ABOVE AND BELOa M16SPM,. USE aF TWO LOCKING RODS ® �$®ox�9•©oK1®.®a1©•® : ONE ALTERNATE HO LOCK ® MAYBE USED IN LIEU OF WOR ORFOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION- ALTERNATE HD LOCX ®MAY BE USED PIGAL n HV BLADE SHUTTER ELEV/KTION ASIDE OUTSI LOCK. ATTACHMENT OF HD LOCK F4 TO 0 IS W/ 3 /S x 3/8" F.H. S.S.M.S.. AND WCLUDEk , QP ON SECTION& H08-MB AND OC^INC, SHEET Ia. LOCK MAY BE INSTALLED AT LMIDSPAN N.T.S. MENT INSERT AS SHOWN OR 12' MAXIMUM BELOW OR ADOrE MNISM- USE OF LOCKING RODS ® IS COMPLETftY OPTIONAL - on i h Velocity Hurricane Zon A. TI(=_ ��l �12on-EASTERN METAL SUPPLY. I. BERTHA HVTm 4,41,IP��R gF •. �,\CEN Accordion Shutter System . L C O 71! ■ ■ ■ s S a W/O H.V. WNW BLADE '-- • - / �� . * R 1 N e. ■ ShuHsr 5ystome RV. BLADE ji W/ OR COMPANY 1c o o. OLD 11-0ES 1 t I OUEI 11 29 11 r TILLIT TESTING do ENGINEERING Associcflon, in0. DRAWING No •f1 ., STATE OF &US N.W.fth. SL, SM. 305. VIII cumrxs. Arno• 331E8 px, , ; (Jeylgt )871-1s3L 4268 Westroads Drive West Palm Beach, FL 33407 r _ •�` ' •. ORIOc,:`' ,` \IWLIER P.E. 11^192 SHEET A TWr1Jr. FLORM Uc 1 441E7 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) MEL W. 0 . HV WALL _ HEADER .INSTALLATION 00. -�OONCRETE ANCHORS (SERE SCHEDULE ON Qt Nj EC-16T017! (6LE NOL6 Tw a am SHEET 7) I. 4'f-20113/4' S.S. -•EO EONE SCRElY3 USING 1/4'-20 NUTS O 12' O.C. 3 � 5 1 .250' Ma,. `- OPTIONAL 1 MIN. SEPARATION 1N0 r(SEE SCHEDULE ONISHEEETT SI)� h9S�i : ® HV WALL HEADER INSTALLATION_ _+ KELeME 1 MIN. SEPARATION TO CLASS 1 I `(SEE SCFMME ON SHEET I I j I 1�1{—Itl Pl 44-20Y3/4' S.S. ANC HORS CHORS HE SCREWS (SEE SCHEDULE ON iS/O.SHEET 13) 1!tO.C. OR �$ 2S0' Mu,. MIN. CHPMON TO CLASS —(` � � n IT[ —(SEE SCHEDULE ON SHEET 11) 1 QC -HV WALL HEADER INSTALLATION MIN. SEPARATION TD GLASS —(SEE SCHEDULE ON SHEET I 1 OPTIONAL 1 1 ,/y A Z I4 -_ _- 1/4'0-20,3/4' S.S.LEQ EO PHRUPS TR S HEAD n.� 1/4Y+20,]/4' S.S. PHiWPs MCONCRETE L sCIifl45 �j 7�y� MAGONE SCREWS USINO 18 TRUSS NEAR MACwNE (SEE SCHEDULE ON W/ 1/4'-20 NUTS D III' O.C. CONCRETE ANCHORS `/ 1' 1/4-10 NUTS O 12' O.C. POURED CONCRETE SHEET 13) (SEE SCHEDULE ON S 13) Min. OR CONCRETE BLOCK PoVRE CONCRETE OR 0BETE BLOCK OR WALL RE IRED CRETE•ANCHORS (SEE SCHEDULE ON . OHV WALL SILL INSTALLATION. ® POURED CONCRETE SHEET 14) OR CONCRETE BLOCK " • WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS, INSTALLATION DETAILSW/ SEE SKEET 4 FOR T7PNCAL SHUNTER IS • E. 0.. EDGE DISTANCE ♦ SEE U AT,ONS OF USE FOR _ • HV 2- MOUNTING SECTIONS CAN-OECOMBWEO • (SEE SPECIFICRTpNS ON SHEET IJ) BIADEOON SHEET 19 . ..BLA.DE . W ANY WAY TO SUIT ANY INSTALLATION. FLURiDA BUILDING CODE Mon High Velocity Hurricane 2bne NFF ii� 02011 EASTERN META. SUPPLY. INC. TI(BEIRtM ENS' T'�9 = A S 5�■ Accordion Shutter system !L E C o INe. ■ ■ H.V. BUiDE #1 W/ OR W/0 H.V. NANDW/ 9.11DE Shutter Systems . DATE vN Ac.American 1 OLD 11-00.5 ,1 It DAM fl 29/tf :' 'TIT: TILLIT TESTING & ENGINEERING COMPANY E1Ss N.V. ]ETA 51, SI,. xs, N1L7HM EEAOOa. MOM 3316e Association. Inc. 2 DRAWING No \ Plfene (30S)871-1SJ0 . F6a : (30S)a71 -/E31 426N3 W89tfOOd9 Drive -44 3 .-mat: u,4 ak..cae E1-0 0710 West Palm Beach, FL 33407 1 1 —192 4 a I s •• WATER A IU7T 3r. P.E. 5 SHEET ` 1 P.E.' /DATE FLOPoM Ua / 4M7 4 1 OR 0+ EX15TINO ASS clwss /1O■3/4' HEN ER HEAD TEK SCREWS O 12 O.C. —OONCRE(E ANCHO (SEE SCHEDULE SHEET 13) EDGE Of SlM F OR i O I. 040d re,001)."M10, POuRM WL lICKEMU Gum�0 N OF IF - AAT HEAP CONCRETE ANCHORS OUIRED (SEE SCHEDULE ON SHEET 14) *TRENCH. INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.O. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE 13,SHEET 11 y'6WN"0Nj■ Ol , (HSFF SCHEDULE DIN 1/49 r TAPtOti (W onaw -' O EIOSRNO �1 GLASS EASTI WL 1dNc,11e: A■V4] CN•m fl) 1OLANG ' , TIN CIA4S-7—) 1 fO0fp0670a 1/4Y ROOM ' 1/4• ; ' .(S¢samAE -•'� S Mud1m Io 1e.Qr0 MU(. AN 4' = FOR VAIN! 1M0111 TIAN ) 1 1 (1K!1•(EEE.Nl1 SON S1EET I1 8 OR © 0 • 1100/4' HEX '4 _D B i TEX SCREWS COW. SENJw J14NUV NEX'HFAD 'O 12' O.C: TEN SCREWS O e'O.C.�14f3/4'S.D.S. 1/4'4-20 S.S. N.S. -CONNCRETE-ANCHOAS �' i _ _ 6 tO 3 O 9' 0. C. - --- _- - 1/4•OR A• 'j"'N0.1 1/4Y-2oay4'35 pi 9-W/ O.C. I (SEE SCHFDLKE ON Na■.•> ..�'•OSTVIO SHEET 14 ' NON SIRUCIl1W1181/2'2.00' wu. 1ww (arrnaAm! rN' �iI EDGE OF SLAB IF ;• 1-•• E.S■L) /14t3/4F.N. S.D.S. ,RETE 1 7/B MPLICA ui CONCRETE ANCHORSD SEE NOTE 13(b) O. POURED CONCRETE (SEE SCHEDULE ON CONCRETE BLOCK SHEET 14) ON SNEEf IPOURED CONCRETE ONE SHOES ixh) REW OR � BLOCK OPTIONAL POOREO cotNcaElE ® NV WALL INSTALLATION HV WALL WALK ® KEYSTONE ►fOIjVNO INM �TION INSTALLATION IMAL Li O. ULMON PaEss,m +•4, 72 REQUIRED _FLOOR -_OVER © - - PW NAIOYUN gum SPAN W-T - O HX RAI ARD INSTALLATION t NOTE Faa COMBINATION OF seenONse I- SEE SHEET 4 FOR TYPICAL SHUTTER • E. D. - EDGE DISTANCE (SEE 9PEdFlCA1jQNS ON SHEET 13) SHALL BE t ASEi"ABLEEWWHEN1 PERFORMED .OR N SEµ E Fx� O GLADE SEE QAON SHFETnoN9 OF M FOR ' lit ASSEMBLY INSTALLATION DETAILS W f M HV BLADE* 2- MOUNTING SECTIONS CAN BE COMBINED IN ..ANY MY TO SUIT MY INSTALLATION. i EY p��� p� �� �� FLOWN ITRWl41f CM(Non LAM. Non Ik h VelocityHurricane =one ' ttIII/��� • �(/T =� 92011 EASTERN uETAI. suPPLr, INC. 1,14P�'(4. • - It E C O LLio. A g S A Accordion Shutter System u: , - - :-- . KV. HARE #1 W/ OR W/O KV. 1M MADE TILUT TESTING & ENGINEERING COMPANY Am�Tlaan Shunter Systems i = A OF O ' WN Kw. �. S, yy MS. VRQy, ny,K, y1U Association. Ina. 4268 Westroads Drive 1 OLD I1-063 I1 LT aAIE 11 L L , =Fs' ••......... �LI�� PIm■ : (303�T1-IS30 . FC■ : (]M)aTi-1ss1 6-."A q West Palm Beach, FL 33407 2 s DRAWING No ON�� ,1�' AL WALIER A MUr Jr P.E. 4 11-192 P.E. 5�%f iI1(SR(�TURE/DATE FLOF40A Ue. 1 44187 3 SHEET �. __ SEE NOBS ON LOCHWG RODS ®. Hv Locks ® a OUT sar IN r-ExIST1NG GLASS BLADE INSTALLATIONS W�� HV All S * ���� 3. canutimm ww O i °"®'"©'OO a®°"10 •®a O SEE END 1JYAL- CONNECTION 0 •®p+®•�©•®a Ir-•Extsrwa GLASS pE1AIL3 ON SHEETS 10 1A O.O •©a0.O•®a L — 2'x2'at/6'x0'-2 I ®.®a®.®a�•® J 1/4' 7' 6 1/2' 7. (60s3-TO ALL" AUIM. OPPOSING ANGLE W4 I/4'O E i 1/2• ®•® SYMMETRYCAL (.M.S. To a{ #IDx3/4' SlI.S. 0 12• &M. SEPARATION (4)/10x1/2• S.Y.S. roTUBE -- 6,C. FULL. I TO GLASS Ar EACH ANGLE. (TYP) I I * (SEE-SCItMME 5�' ®°x * 3.5 * IN; 3 ON SHEET 11) O :1/2' !,_0 �J•�a©•�ll•®a ©• O • ©-0 `(D • @_1FI TING •®°�®•®a®�� �� cuss 8 •®a®•0a'3 6, `IXGLz MIN. SEPARATION TO GLASS (SEE SCHEDULE I N OPTKWAL ON SHEET 11) (INTERIOR) L_ - — _ --- • Our MVB- �,J��� " 1 � M ' CYMMERMETRICAL W/ •HV LO,aRTKuuL (WTEPoOR OUT ® - N. TICl/lJ- 11�,dNJP y�Pr •�cENSF 9"_� IL E C OeIN TILLIT TESTING k ENGINEERING COMPANY ,p� RTATE or J•e.� �` { sari! N.W. ]BM. !L. s{•. 70.7. vvLmw{ arAxlLs. namA 1l1 ee Ph-.: (30!)671-1330 . rat : (JOS�71-1531 .iO'•.'•.F OR` Q•; • �a \\\ L-ma1: wt.to0eol '11{{\ A.. nuff 7E. P. TIIIIE/DATE fLOTER OUT aQ`Oa® 10 •�a —DUSTING CtJ1S5 POURED CONCRETE OR g •©a — — — CONCRETE BLOCK WALL t^ (Q• 0m- ' —. j ©• ® O � MIN. SEPAiLRTKIN- a 1 a 8 • °" (SEEOSCttEDULE ml�•�a1�+�S') ON SHEET'11) a G.C. OUT 6 1 /2' MAX. SLACK • -RY—F** FEM BRULN1iG CODE Non High Velocity Hurricane Zone 02011 EASTERN METAL SUPPLY. INC. BEI A.S.S.A. Accordion Shutter System FLV. ElA➢E /1 W/ OR W/O H.V. NINDOA' BADE Arnerfcan Shutter Systems On Association, Ina. 1R OLO 11-063 11 re11 O,vE 11 29.11 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL 33407 1 1 9a f POURED CONCRETE BULKED CONCRETE POUETE POURED CONCRETE OR OR CONCRETE CONCRETE OR CONCRETEBLO��ALLL REQUIRED CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REWRID REQUIRED EXISTING GLASS EXISTING CLASS _ r DUSTING GLASS cQ11cR E ANCHOR LTtlsnNc cuss O 16' O.C. _7'' _ .1 MIN. SEPM/a1W 'j[� 1, SEE 2' MN. 1 ) lb GLASS (SgEEg7 SFPIRATIOt1 NN 58L/V AD,, IaN SEPARATION IWj � air" AND (SWAT I SCHEDULE ONSEE TO am (sm. EQ EQ TO ON SIM 1/16 il MAX. _ ON SHMT 19 FOR 11 FOA (DAED 11 F R WoE AND II FUR 9JaE A1D (6063-76) CONT. &ADESma � ON sfET 1 1/2' ON SHIM Is FOR (LOCATE ES UE ON SM 19 � ALIAwL CLOSER / \ � EX/DES m k �� R.AOES �3 (� ( a.ADEs m s Q - PLATE. (LACATE• I /2' . - AT OTHER SIDE M7N \ (, 9 USE ' OR 2' MAX. OF 6) I/2• MINOF 4) I (AS LE)x2'XT/.9i0'-2' _ flOxl/2' S.M.S. I --- - ALRAAI CUP ANGLE /IOct/2" S.M.S. O I6' O.C. _�-�_ \ (6063-TB ALLOY) AT La011EIGl O 16,0 .C. - 4 (1) �tOc 2' S.M.S. TO�k 4 (2)t/4'/ APCONs MICHM TO EE DETAIL X FO OR WALL AT E D.C. (LOCATE AT 0R J SIDE CONNECTION OR SEE DETAIL X FOR OR TO TRAA KS �r�r©•Oa ®a SEE DETAL X 4 r0r r 1 •® a.' SIDE CONNECTION SIDE CONNECTION r 6 1 •®a TO TRAMS a . 7 a6 •®a •0-0- 0a TO TRACKS .®r • • a a • r0a 1 / a n (2). 0-0-0 a •0-0®a • 7�x�/Ja Q ®a�• a®.�a0•® (6:0030- •®®®n`tY"® ON O ,AND CONNECTION DETAIL END CONNECTION DETAIL j) O E1ED DM.Y FOR SPMs CRFATER THAN IT-0' POURED CONCRETE OR EXISTING -4 — — �EJUSnNG GLASS CONCRETE BLOCK WALL— GAS-__-_____ REQURED /1 1/2' S.M. To am (sEi a 16' .C. • .UN AIMI N _ ----= 6- 8 OR&IiI 1/2- MIN. SCHEME ON SHEET I��BION SHEETD CON To GLASS (_ ____ _ __ ®O (90R@ 11 FOR SLADE ANO CONCRETE RAMSmB ® 12- O.C. $ Nam Is G 4 _ --- - OR(D ANCHOR a O Is' O.C. 1 2 MN. 4 '---- - -WN. --- 6 DR BOOR 1DOR E ♦ SEE S UM A71ON9 OF UE FO R 2' MIN. _—_ 2' t9N' BLADE80N SHEET ,5 OR OR 1 on l OR 1 5 OR (w ,mod QETAIL X POURED CONCRETE OR r�r©•Oa6 1 •®r �'®w®•0e+a ? CONCRETE BLOCK WALL \ N - ' REQUIRED ��®r®•�(7©� ®r •®r®'O• B 0•0-0.0.0a ENo GONNECTIQN_ IDETAIL •Q ®•®a •Or0•®a0'®-rND CONNECT ION _ DETAll. ® aQ FLMU BUaNiNG CONE Mon High Velocity Hurricane Zone 02a11 EASTERN METAL SUPPLY. INC. cE- 1L. E C d INc. A■S■S.A■ Accerdion Shutter System ♦ N V. BIJDE /1 W/ oR W/O N V. vl( BADE American Shutter Systems xW019"iftou- AaTILLIT TESTING &ENGINEERING COMPAJ7Y3�. NRaHA Fwao a31aa Aesoelatlon, Inc. 1 ark t1 s 4268 Westroads Drive >DRAWING No Ptonc : (3ae)e71-1a311. rac 1 (=)671-1a31 —� 9"a-molt ULtecaoaatsom West Palm Beach, FL 33407 aLce-a0a6719 t DATE FLoORM Um ilA. TILLIT ei SHEErOF 20 e MAXIMUM SHUTTER SPAN' 'L+' OR 'L-" MAXIMUM SHUTTER SPAN* 'L+' (ft.). INSTALLATIONS FOR TIE ATIES or -a— dL ar (� or(� LL ONS W/ INSTALLATIONS W/ W/ ONE H V. LOCK ®or ®or or HD LOCK ® W/ NO LOCKING RODS or ONE HV LOCK or ar CENTERMATES ® & ® W/ ONE HV "T" W/ NO LOCKING ROBS LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t.tt) BOTTOM SEE NOTES CONCRETE & WOOD NNSTA3AlONS 0 C REIE & WOOD Aso owa1 prosm ws mg p1OfN11NO WALL Nh HALL MOUNTING FL NO RATM1NryNG C+ OR 1 M01OIN/( vtowcmm MOIRLONG 85 105 145 P.E. SCHEDULE 03 IMUM SHUTTER SPAN* "L+' R -L-" (ft.) INSTALLATIONS C— k W/ ONE HV LOCKS OR)W/ NO LOCKING DS (VALID FOR MOUNTING QJ� SHEET 7) CONCRETE WAISM AAA. CCGM INSTALLATIONS vlaA RATING M@!O FLOOR/CE3UN MOUOR A ROOR NWNIWO (1�0R ') 30 18 -0 18'-0' 35 -40 14'-2' 18'-2' 45 13'-4' W-3" SO 12'-3' IS,. SS NIO 10'-2' 10'-11' 45 1 9'-5' 10'-1' 70 8'-9' 9-4' 75 INSTALLATION LEGEND CONCRETE & WOOD MALSORY A. B. C. 0. E. M, N. 0, P. 0, G rFLOOR/CEIUNG F, K & L R. S. & V. C. H. i, It, J T, U. W & X G & M V NAOMUM SHUTTER SPAN WL+' OR 'L FOR INSTALLATIONS INTO WOOD SHALL BE UMITEO TO 105 pit. A.S.D. DESIGN PRESSURE PAYING. t HV CORNER CENTERMATE /3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED. ON MANDATORY CONDITION /2 NOTE 15. SHEET S. ttEXCEPT THAT WWMUM SHUTTER SPAN 'L+' OR *L ' AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIANTED TO +84,-72 p.s.f. AND W-O' SPAN, SEE MOUNTING ®'ON SHEET 7. SEPARAnON. TO -GLASS . SCLIEDULE MINIMUM WIND ZONE ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RATING. L-: MAIL ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. WRMOUNTNGS (TCP/BOTTOM) OR XIMUM SPAN NG FLOOR/CEILING; G: GIVEN A POSITIVE RSA. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN '1.-' FROM SCHEDULE. FINAL MAXIMUM ALLOYABLE SPAN IS EOUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L-'• (3) PROCEDURE TO DETERMINE MAKNUM SPAN FOR COMBINATIONS IN BETEEN WALL MOUNTINGS W/ FLOOR/CEILING NOUNTINGS: FOR A GIVEN POSITIVE A.S.O. DESIGN PRESSURE RATING: DETERMINE U+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CENUNG MOUNTING INSTALLATIONS. FOR A GNEN NEGATM: A.S.D. DESIGN PRESSURE RATING: DETERMINE: LI-. MAX. SPAN FOR WALL�MQUNTING INSTALLATIONS L2-. MAX. SPAN FOR FLOOR/CEIUNG'MOUNTING INSTALLATIONS. 0 HV BLADE • RORIM Sul! �� E c o t��. A.S.S.A. _ * Amefioon Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Assoolatlofl Inc. ?c ��` ass% N.W. 3W1+. MA 9L. St.. 3A LAGM GOD fuxwA M15a PNme : (305)a71-IBM . ft.: (305}571-IS31 4288 Westroods Drive ._—I! ea. ffl West Palm Beach. FL 33407 1511L 03-000417 HALTER A TiLi Jr. P.E. FLORIOA Lit. # 44187 ' FINAL MAXIMUM ALLONABLE SPAN IS EQUAL TD THE 1.9NIMUM BETWEEN. -LI+', 'L2+'. 'LI-' AND "Ls-' (AL4) GO TO ANCHOR LSCHEDULE OWABLE.5PM1 ANONNAATNE S.D. DESIGN - PRESSURE RATING To DETERMINE MAXIMUM ANCHOR SPACING. 02011 EASTERN METAL SUPPLY, INC. 0 HA TM Accordion Shutter System H.V. 81ADE t1 W/ OR W/O H.V. WNWW aADE IAWING No 11-192 3,-0. )R LESS 4•'-0' 5'-0. 7'-0' 8'-0. 9'-O- 1J'-0 (SEE MQU1N0S E, 0. At H OR SHIM a At 7) I. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. Pe - 3 1ui) - 1/4.0 TAPCON OR TMCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BULDEX. (Mil. I'e - 3 N/0 - 1/4.4 . 3/4' ALL POINTS SCUD -SET ANCHORS, AS OISTRIBUTED BY ALL POINTS SCREW, BOLT t STKCIALTY COMPANY. (Min, re . 3 ►.M) TAIPOON OR - 1/4.9 SUE TAP CONCRETE ANCHORS w/ CUP As MANUFACTURED BY FLORIDA, FASTENERS aRECT, NC. (Min. P4 - 2 N.L) THREADFORMrTAPOONt:'a ADVANCED r - T/4'9 li1PPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. RTC. AND DISTRIBUTED BY Au POINTS SCREW. BIT t SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTORREO VENDOR REGISTERED WITH THE AMEACAH SHUT7EA SYSTEMS MWATON, INC. ALL FONTS SOLID -SET (N)n. Pc - 3 kfi) BLUE TAP W/ CAP NOTES: Ai) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ TAPPER + ANCHORS IS 1 3/4'. AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. ' A2) MINIMUM EMBEDMENT OF 1/4•■ . 3/4' ALL POINTS sotto-sET AUHORs SHALL BE 7/a• INTO THE POL RID cOHCRETE. NO EMBEDMENT INTO STUCCO S14LLL BE PERMITTED. 1/4.0-20 S.S. WDIINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO E)05T, AND • sE OF tlsE + I' MINIMUM FOR WAJLSPATH NO STUCCO, IRM off SOM T 1f A.3) IN CASE 1NAT PRECAST STONE, PRECJST CONCRETE PAHE15. PAVERS OR ANY VEZEFR BE FOND -ON LINE EGSTING WALL OR FLOOR, ANCHORS -SHALL BE LONG ENOUGH TO REACH THE MAN SirtUCiilflE Bfl6ND SAD WALL FlNiSNFA ANCHOFIOE SFWl BE AS•INOICATEO ON NOTES Ai t A2) ABOVE• FOR INSTALLATIONS ON VINYL SONG OR BFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIfS WITH METAL STUDS. SEE SHEET 20. - .. ' (8) TO EOSnNO CONCRETE .BLOCK: "M C-QQ) - 1/4'9 TAPCON OR TAPCON WTIN ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. SUM. - 1/4.0 . 3/4' AL POINTS SCUD -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT t SPECIALTY COMPANY. - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ GIP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. TIC. - 1/4.0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC., AND DISTRIBUTED BY ALL POINTS SCREW. BOLT t SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SWTIFA SYSTEMS ASSOCIATION. INC. NOTES: SJ) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON. BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED nff"ORM TECHNOLOGY ANCHORS IS 1•. B.2) V MUM EMBEDMENT OF 1/4'9 . ]/4' ALL POINTS SOUO-SEr ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO EAISMMENT INTO STUCCO SHALL. BE PERMITTED. 1/4' /-20 S.S. MACHINE SCREW-USED•SHAI.L BE 1 1/2' LONG MINIM M'SHOULD STUCCO EOST. AND I- MINIMUM FOR WALLS WITH NO STUCCO. 8.3) -IN-CASE THAT PRECAST- STONE, PRECAST CONCRL:IE PANELS, PAYERS OR ANY VENEER BE FOUND ON THE EXISTING iWl OR FLOOR. ANLTIORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAO WALL FINISHES. ANCNORAOE SHALL BE AS INDICATED ON NOTES 8.1) t 6.2) ABOVE. FOR LMSTALLATIO14S ON VINYL SIDING OR EtFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR NSTAUATION INTO EUFS.WITH METAL STUDS SEE SHEET 20. - (C) ANCHORS SHALL -BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS -AND SPECIFICATIONS O THE ANCHOR'S MANUFACiIAER. SEE SCHEDULE BELOW FOR EDGE DISTANCE E0. VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGEINSTANCEVERQ IC SPACING SN`NEGULE FOR ANCHORS* MAwMta4 ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW._ FOR E D. LESS THAN ME INDNJAED• REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOUDMNO FACTORS. T T 0 IN M fast EACH ANCHOR DZL.�_ FACTOR AC7UAL B DICam fA14CE TAPCON THRFJIOFORM CHNOLOGY POINT SOLID, S� TINE TO W/ CAP N. MG _ E.O. A@L SPACING - 3 MIN. SPACING - 3' MIN. SPACNNO - 3 1/2' MN, SPACWO - 3' 3 3/4' 4- t PUM CONCRETE COMO EIE 0= POURED h ONCIREIE t Ipp}D lE COVOEtE BDOL CONCRETE BLOCK ,IN, ED.-3 I/2' MN. EA-2 I/2' rAAYRE7E B1DCK CONCRETE ffi.00K ,g EM-3 1/2' IAN. EA•2 1/2' _. 4A) wy- 9LADE WORKING 3• t.D 091 1.0 - to 87LAT 11.0 2 1 Y - OA1 1.0 - - 0.67 1.0 N, �-� 2' - 0.71 - - - OAt - i 3/4' - OSt - - - - CL43 - - - 1 1 Y NL14 ' 0.35- FLORIDA BUILDING CODE ( on iLth elLTcity urricane On ■DOK POt6® OOtQii[ E WALL SILL MOUNTING O CEILING MOUNTING © FLOOR MOUNTING D. 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TI( j/T :: 0 20„ EASTERN METAL SUPPLY, INC. =`-'� E C O BERM HVTU A S S A Accordion Shutter System I. ■ 1 TUN:. ■ ■ H.v. MAX #, W/ OR w/o H.v. v� MADE * . L : G �T TILLFT TESTING & ENGINEERING COMPANY- American Shutter Systems N 6E1A2PnaR OATH ORAVAN 11r A.G. Association, Inc. 1 OLD t 1-063 1129 1 CATE. 1 t 29/1 t OF 4� GM KW. 3616. SIG, s1. 3os v1N+N6 aA4N■1Q f106I1L 311ee PA♦ : (305)a71-1530 . Fa.: (3m)a71-td31 e11 42&S Westrcads Dr1va 2 DRAWING No ��CILTLLL S�.NA��N Mat a�6e 91.-. WAITER A wir jr. P.E. West Palm Beach, FL 33407 3 1 -� 92 4 - of P.E �SPJtta%S(!k�(�{1RE/DATE FTormn Lt.. 1441e7 6 SHEET 6 � T Y O a®w TYP. EA END TUX. 5 WINDOWS A10WED AT ITV WINDOW BLADE ® C� S rN SEE END CONNECTION DETAILS ON SHEETS 10 & 18 TV'P. FULL HEIGHT. I M. Lo ---- EXISTING GLASS ELEVATION -------- Z---------- -- CZIA ENTERMATE`S W/O O(S4NOTE MN. SEPARATION TO CUSS SEE SO4D L F ON %*lr 11 FOR BALIE m ON THIS SHEET FOR HAOFS (D& W--------------- `_K)l �� ` TILLIT TESTING & ENGINEERING COMPANY aM H.W. 3Me. SL. St'. 305. WROMN OMOMS, Fuwm%331 l0 Poona : (SOS)871-1530 . Fa:: (305)871-1631 .• �, •' 4<7 csp•.�ORIDIP_`(c�,��`�1E711 a-.0: 00 Uleeo01- WALTER A T611TIJr. P.E. t °Lib NC7 V7ITLIDi' /nATt fl.ORIOA La / 44167 1. MAX. AS-D. DESIGN PRESSURE RATING:+110. - 110 P.Q.I. 2. MAX. SHUTTER SPAN: 26' (}337, ALLOWED MOUNTINGS: A, D, G & N ON SHEETS 5, 71 AS W13L AS MOUNTERWATES BOTH W CAIILY MIN 8E INCLUDED G, 7 AT.RIOR IANEN SUE OF PALLOWED ni dAG CEM & (A) HV WINDOW BADE 1O SHALL ONLY ALLOW A YANNUM OF S OPENINGS (3'0 HOLES) FOR O PER BLADE AT SPALNGS SHOWN ON SHEET 4. (8) MIN. CLEARANCE FROA. TOP -OR BOTTOM EDGE OF W WINOOW=BLADE 1Q OF ANY 3Y HOLE FOR U SW1L BE 12'. '(C) FIRST OR UST SLA E COMING OUT FROM STARTERS AT ENOS WY BE HV WINDOW BLADE ItlyT (0) HV WINDOW BLADE 0 MUST BE USED ALTERNATE TO A SOLID IN 81AOE 1Q THROUGHOUT SHUTTER'S WIDTH. WRNATES SHALL ALWAYS BE INSTALLED ADLMENT 10 A SOLID HV BLADE AT OTHER SUE OF THEM.' (F) POLYCNLBONATE HV WINDOW 0 EI SHALL BE INSTALLED So. 11)9j TABS FACE THE INTERIOR OF THE OPD41NO 8 RG PROTECTED. HV WIDOW IMH MUST BE ONLY INSTALLED A70 LOCKED USING A 1LV SETTING TOOL PROVID BY ASS,, INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BILIDJiGS ON SHEET 15, AS LIMITED BY SPAR AND DESIGN LOAD (SEE -NOTES 1. & 2 ABOVE). 7. SEE ANCHOR SPACING SaiEOULE FOK-JKSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED DY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 8- MINIMUM SEPARATION TO CLASS SCHEDULE. PER AMU E-1990: POND ZONE .-MYTIMUM SEPARATION TO GLASS 1 EHRU 3 1' + 1 6.25' AND wnfe A 11 ,A.S,S.A. American- Shutter Systems Aseoalatton, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 CODE(Non Nigh Velocity Hurricane Yon 02011 EASTERN METAL "PLY. INC. BERTHA HV_T, Accordion Shutter System H.V. BIKE #1 W/ OR W/O KV. WINDOW a.NX AWING No 11-192 r Iorkid-Wt itilding Code Online Florida Department, Busines) Professitbi Regulation mom BCIS Home Log In 1 User Registration Hot Topics Submit Surcharge Stats &Facts Publications Product Approval i USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL389-R5 Revision 2010 Approved American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 - bfeeley@easternmetal.com Bill Feeley I rod riguez@eastern metal.com s� http://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOX3bENFON1 QQc%3d 5/9/2012 r1onea 14u11ding cote online Page 2 of 4 Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Walter A.. Tillit, Jr. P.E. PE-44167 National Accreditation and Management Institute 12/31/2013 John Henry Kampmann Jr. Validation Checklist - Hardcopy Received FL389 R5 COI ASSA certification of independence drwq 11-192 pdf Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL389 R5 Eguiv EQUIVALENT LETTER ORIGINAL pdf Method 1 Option D http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOX3bENFONI QQc%3d 5/9/2012 Mr-idd building Code Online Page 3 of 4 Date Submitted Date Validated Date Pending FBC Approval Date Approved 12/21/2011 12/21/2011 01/31/2012 04/03/2012 Summary of Products FL # Model, Number or Name I Description 389.1 Bertha HV Accordion Shutter - Extruded aluminum interlocking blades retained by tracks Blade 3 - (Non-HVHZ) - Drwg 11- (top and bottom) for storm protection 190 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R5 II drwg 11-190 ASSA pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D". Max span is 13'70" for 40 FL389 R5 AE product evaluation drwg 11-190 pdf p.s.f. ASD negative load the HV3 blade w/o window blade, Created by Independent Third Party: Yes 5'-6" for 110 p.s.f ASD load for HV3 blade w/o window blade and 9'-6" for 62 p.s.f for HV3 blade w/ window blade working in unison and 84" for 72 p.s.f. ASD load for HV3 . blade w/o window blade installed into metal studs. See sheet number 5 of installation drawings for other spans and pressures. 389.2 Bertha HV Accordion Shutter -Blade Extruded aluminum interlocking blades retained by tracks 1 Only- (Non-HVHZ)- Drwg 11-192 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:,No FL389 R5 II ASSA drwa 11-192 pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level "D". Max. Span is 16'-0" for 30 FL389 R5 AE ASSA Prod uctevaluationreportdrwa11192 pdf Created by Independent Third Party: Yes p.s.f negative ASD load depending on centermates and locking rod configuration for the HV1 blade, 8'-0" for +64, - 72 p.s.f. load for HV blade for Keystone mountings 7'-0" for. +75, -75 p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HV1 and HV.1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans http://www. floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOX3bENFON 1 QQc%3 d 5/9/2012 rZorraa j5unamg t-oae vnune Page 4 of 4 land pressures. �I 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)- Drwg 11-194 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No F_L389 R5 II ASSA DRWG 11-194 pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load FL389 R5 AE ASSA Product evaluation report drwa 11- 194.pdf for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterOdbor.state.fl.us. Product Approval Accepts: ® eGhecfi securlt ?.tliT]kIcs, NO , . http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOX3bENFONI QQc%3d 5/9/2012