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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: Iq 1 REC `[i1630 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue S Fort Pierce, FL 34982 CA/v 772-462-1553 B �E� St CactcCcUn tAPPICATION FOR STORM SHUTTER PERMIT y 1. LOCATION/SITE ADDRESS: 3 7 3 6An Ana G.� f' �r Cr�c rl . 3 9 9c?2. 2. PARCEL ID NUMBER: 3 Vl a " J-0 3 - O 3-? 3. DESCRIPTION OF PROJECT: .d n ffo01 :J 04114 4. TYPE OF STRUCTURE: SFR: 41— MOBILE HOME: OTHER: 5. OWNERS INFORMATION 6. CON'TRACTOW S INFORMATION NAME: 0j QT lk FL REGISTRATION/CERT #: S L LI3 II c�%S O rP ADDRESS: i 'qH w COUNTY CERT #: J CITY: &4CLr/'C e_ STATE: % BUSINESS NAME: Crag U A l di, '&Gr✓ is n�-�7`✓�{ ZIP CODE: lg9.12 PHONE: 60 - S PHONENUMBER ?7.2 • VX I:ala EMAIL: I7aAe EMAIL: y 0M. "VAC Q ILIA 4aGOH7M Type of Surface attachment: Wood Frame Concrete -X, MasonryOther PRODUCT TYPE PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS' ACCORDION 77 ;4- f BOLL -up . FA=C OTiD3R ' . [ } ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING E%JFACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR MaSTINGRESIDENTTAL STRUCTURESONA4C% 7. VALUE OF CONSTRUCTION: $ T / 3 2 PERMIT FEE: $ OWNERS AFFIDAVIT: I Certify that all of the information conwm d in this application is Correct and that all work will be done m compliance with all applicable laws regulating construction and zoning. / 29a�Q_j PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER IG ATURE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFO E ME THIS V DAY OF OBY� bl WHO IS PERSONALLY KNOWN TOME spa I�TIIHII",,.,,. 0 ��' O T" LASHAHNAINGRAM O O HAS PRODUCED N AS CA ON. 1 �Q :+: MY COMMISSION # EE 050558 _ 1�`' �� C^ �,> ,• BondedlT S Dary Puber , 201 ers S A OF NOTARY TYPE OR PRINT NAME 0'fNOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER FE..O_'�09 NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR E IPROVEMENTS 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 JC _ L _ 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 (if applicable) and St Lucie County ". contractor'sxegistration numbers, and the naive 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 RAL 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 Perot, the scheduling of all rapred inspections may be made by calling (772) 462-1261. INSPECTIONS ** EXISTING RESIDENCES All shutters must be installed and`'m, 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~HOMESAL SHUTTER PANELS MUST BE INSTALLED.AT TU OF FINAL >INSPECTION.ORINSPECTION WILL FAIL AND C.O. WILL NOT BE ISSUED. - - SLCCDV FORM NO.006-05 JOSEPH E. SMITH, CLERK OF THE CIRCUIT'COURT — SAINT LUCIE COUNTY FILE # 3959866 OR BOOI�p37 PAGE 268, Recorded 05/30/2014 al_ :26 AM NOTICE OF COMMENCEMENT Permit No. Tax Follo No. State of Florida County of St. Lucie 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 Description of Property: (and street addr,e,u if avail'Iable): Lc: a 4 Rik K k'A Im trSroU t: s6 General description of Improvement: Ai vs s '4 1 C f'Q r•7&-1 2AV 4 OMe Owner Information or l is sf i ormation If the Lasses contracted for the Improvement: Name 41 'Ar le Address 2J 15aaafi�c_ jN • X : --6cd- Interest in property: Dune i Name and address of fee simple titleholder (if different from Owner listed above): Contractols Name: Contractor Address: Phone Number., Surety (If applicable, a copy of the payment bond Is attached): Amount of bond: S^ Name and address: Phone number: _ Lander Name: �� 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 713.1 W(a)7., Florida Statutes: Name: Phone Number - Address, In addition to himself or herself, Owner designates of to receive a copy of the llenoes Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to 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 TH E OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under pens perjury, I de re that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my It wie e d bell . (Slgnatur Ow er or Li6see, or Owner's or lessee's Authorized Officer/Director/Partner/Man 6 >Ifl111111111 B N' tNN O e. 1108 v * save •pro Iw ePUoli is sills • am AWN (Signatory's Title/Offlce) Z3d01W , The foregoing Instrument was acknowlepg before me this4day of WtQ , 20 AWW UT?y1z: (A ,4 -as C�.� fiY for Ub(k Name of Person Type of authority (e.g.offlce rustee) Party on behalf o whom Instrument was executied of FPersonally known_or produced Identi ication Ignatura of Notary Public-Sta a lorida) Fi ;y (Print, Type, or Stemp Commissioned Name of Notary Public) Type of identification produced i I.D— STATE Of FLDRIDA ST. LUGIE C09flTY THIS iSA_.jB0JITN, TIFYTVATTH46K TRUE ARECT COPY O T14 ORIGIN JO ERK Date: aavea s� Cnattal Shiittprq And Stifff (772) 335-9198 Port St. Lucie 461-211 b t-ort Fierce LAYOUT SHEET ors -) t ,M) During installation we must have access in and I ACKNOWLEDGE AND UNDERSTAND THE ABOVE out of property for good installation. Owner, or someone with authority, must be / J present during installation to inspect and pay balance due. CU OMER'S SIGNATURE S#vTTAf"A sc.y�yuL rim �—�o�v��o■os�i ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE ROOF PITCH IS GRFATFR TmAm no 9n nci±orrvL PROJECT NAME: ADDRESS Lt, C� 3 n a NOA or FL# NOA or FL# CITY/STATE T , ` NOA or FL# CLADDING TYPE: / �57�� c D Ur-. C� yhWt T . NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED (Vint) 160 h ., EXPOSURE g MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 20 WIND DIRECTIONALITY FACTOR 0.85 ROLL DOWNS, WINDOWS, MULLIONS, HEADERS,STORM BARS etc. TRIBUTARY AREAS ENCLQSED'BUILDING' GC0l , ,+018 :1.1SF 50SF POSITIVE PRESSURE (ZONE 4+5) 41.0 11 39,2 �° 36.7 �- NEGATIVE PRESSURE (INTERIOR ZONE 4) -50.0 � t � _47 g -45.2 R- R NEGATIVE PRESSURE (END ZONE 5) -61.7 ��� ,xil 57.5� . -52.0 " PARTIALLY,,ENCLOSED BUILDING. GC'pi±0 55, "�_. =10SF 11SF ><-20SF :' 215E=>.< SO-' 7. POSITIVE PRESSURE ZONE 4+5 ( )� 63.9as 52.0 a 49.6 NEGATIVE PRESSURE (INTERIOR ZONE 4). -64.4 ��$ 6 -62.3 AX �,� -59.6 NEGATIVE PRESSURE (END ZONES) -76.1 -72.0 LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 5/l/2012 r iorwa tsuuaing "cte lowine Florida . partmentrf Bus' s Pro ssi I Regulation BCIS Home Log In ` User Registration Hot Topics Submit Surcharge : Stats & Facts Publications Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived 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 lrodriguez@easternmetal.com http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOX3bENFONI QQc%3d 5/9/2012 r toriaa tsuiiamg uoae Unline 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 inde endence drw 11-192. df Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL389 R5 Eouiv EQUIVALENT LETTER ORIGINAL pdf Method 1 Option D Year 2005 2005 2002 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOX3bENFONI QQc%3d 5/9/20l 2 r loricta 13ulld.ing c;oae unline 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 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 drwa 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'-0" for 40 FL389 R5 AE product evaluation drwa 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 Approved for use outside HVHZ: Yes FL389 R5 IL ASSA drwa 11-192 pdf 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 uctevaluationreoortdrwa11192.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes 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 HV1A 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=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOX3bENFONI QQc°/`3d 5/9/2012 i avuua 17u11U111�' �.VUG V111111G t Page 4 of 4 land pressures. Il 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained7bytra7ck:s COMBO- (Non-HVHZ)- Drwg 11-194 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 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 for Blade 1 and 18'-0" for Blade 2. See schedules on FL389 R5 AE ASSA Product evaluation report drwa 11- 194.Ddf Created by Independent Third Party: Yes sheet 12, 25 and 28 respectively Back I 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 webmaster(@dbDr.state.fl.us. Product Approval Accepts: W® eCh�ck http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOX3bENFONIQQc%3d 5/9/2012 �� +,• 133HS = L06f£ lj '43Dag wlDd 7saM 7a`an' 1If17t Y a3LT�VM ,,w 6 �;®,,,_. ••�• ��1� `...... �,�_ 'dUlFlpj'=r�'y - M-1 I ON 04IMY2l0 VA(lp Bpoo1I99M OgZq 'oul luoploO AS J10141111 + 4S ■ ■ ■ ■ i'1 S d tact-tt9(soC) t xo! 0[cl-it8(IiOC) •�9d ire MR vOBIiU 'S10IRN0 YN108N 't10i '•ls "ti 'VIM -AWN iLSY ANWROO ONIa33NION3 It ONILS31 111111 ` % 4L �' '• Q- 1 { 6L l t +31W l{ N C9Iht l O10 l .0 71 rr 30M MOMMN %Ali 0/M )A A LL1 We 'Ali utolsA ia�ngS uoipa000V S ��/� •_� ��y1'lil, --'��• '0NI 'ATddns -M13W Numm, I tog a ��t auoZ auooulllN apoj9A t{ (N uON 3M JN d0M0'y 'It 03VYd34d 1VH1 080038 !D a33NION3 TYNIoi5533Dad 3H1 +0 3afL1YNO6 OMI TYlS IYNAlaO OW 31,V0 31i1 W38 llVHS '0'3'd SIM (•) 11D1 SOMMYMIO oumd5 3BS 3H1 a3L1Y1 Sim OL 11NBn5 Tram 1133NIDN3 '0'3'd 3111 01 a33NON3 03LV03T30 V SV OM OV '08033a d0 a33N1ON3 "03'd 3Ma !0 35n MUO8d 3N1 110! 310ISNDds a 38 TIVA OHM ONV to3COBd 3M 8D! 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O{-L 305Y oMSn '9B'0•PX 801OY! kLnYHO1 Mia Y FMM 03TIV1SNI 38 T11M a3WM 383HM NMLO10SRB1P 3HL AS 038MU 033dS OMM 3MY6 V VOI'300D 03ND8 M 3A08V 3HL do OL91 HOLL03S aid SV 034VISMO 30 TIVHS SOYOI ONM NDIS30 'S3NDZ 3NYJRIaf1Mt A10013A NOH IV 03TUISM 38 108 TMLS N31SAS a31111HS NOIONOOZY SIHL 30W ONIO'N118 VORJOI! 3M d0 NOLLW3 OLOZ 3W HIVA 30W08000Y NI 33NYndnOo 801 03L3R13J1 N339 SVH ('O'3'd) mairtn300 NoLrinwA3 MOM SOU NO NAA016 W31S.LS W11nHS NDIOVOON 'KH VH1M138 't A�"a UNDER US P-TEKT j 5458179 )NS OF USE OF BLADE (9 ON SHEET 19 6063-78 ALLOY AND TEMPER Ql7AtWED aR-rSE W/ HV BLAOE IQ 6063-TS ALLOY AND TEMPER 1.917' OB3' 08Y .060, 1 Qp. 870 1.686' �.50' 11 V -CEI -CEILING HEADERNG HEADER p UFlED FOR USE W/ HV BLADE�ONLY. SEE SECTIONS FOR VAUDITTIY'�- 6063-T6 ALLOY AND TEMPER IfI MR N YUKt 1' 1' .062 0 SIDE ANGLES QUALIFIED- FOR USE W/ HV BLADE 1� 6063=T6 ALLOY AND AMPER QUPLOIFIED FOR USE W/ HV BUOE 1 6005-T5 ALLOY AND TEMPER BLADE (1) 6063-76 ALLOY AND TEMPER fl . - ALUMINUM AHOLIES QUAUFlED FO%USE W/ HV BLARE 1 ONLY. 6063-76 ALLOY AND TEMPER A:.rz /�jTg4�sr 6063-T6 ALLOY AHD TEMPER �2 o 4.436' ©HV WALK —OVER. TRACK QUALIFIED FOR UJE W/ HV BLADE 1 6063-T6 ALLOY A TEMPER 1,935 93- ' 13 ��IL���1�R/ QUAUFlED FOR USE W/ HV BLADE 1Q SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER COMPONEn2XV,7' T1 T2 QB'1®%. 0.192' 0.192'Q%. 0.190' 0.190' ®%. 0.139' 0.131' ,a 1.200' 08 HVSTARTER QUAUFlED (5OR USE W/ HV BLADE 1 6063-76 ALLOY AND TEMPER .994' B42 8 1 ' .920 9Ow TRENCH ?RACK QUALIFIED FOR USE W/ HV BLADE(I)ONLY. 6063-T6 ALLOY AND TEMPER VAME9 1.936' x' • , 39 ( HD WALL W DEER/SILL/SILL QUAUFlED USE W/ HV FOg BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER % Y 1 2' 2' 125' 3' Y .090' CORNER POSTS UALFIEDBF�EUSSE W/ HV 6063-76 ALLOY AND TEMPER /7-iLIEC O TILUT TESTING k ENGINEERING COMPANY * : d= MW 34M. t1•. 5n. 305. van41 dJ1oom now& 331.5 Ph— : (305)871-1630 . rag 1 (305)671-1531 J t14` r �-0008712 aam 111 WLTER A I" Jr. P.E. _.� FLOPoDA Lk- / 44187 AmS.SmAm American Shutfer Systems Association, Inc. 4268 Westroads Drive West Polm Beach, FL 33407 1 p Hy IMINQUAR0 QUALIFIED FOR UE W/ HV BLADE 1 6063-T6 ALLOY A 0 TEMPER Hurricane 2011 Accordion Shutter Systen FW. BLADE #1 W/ OR W/O H.V. NINDOW BLADE AWING No 11-192 K S Qu Fl�W"wk ONLY HV FLOATING GENTS ��' QU ED FOR USE IN HV BLADE 1 dt 0 ONLY l J' 6063-T8 ALLOY AND TEMPER PPALMEDV B PALMED FOR USE W/ HLADE 6063-T6 ALLOY AND TEMPER D ' 2• 4.045• 2.075• .75J• r"-I N � � • N D0 J _ I. 5.750 I� 1_ 2.YSo• � PLAN A FRONT ELEVATKIN ® Hy MALEr w © ! OGKER FOR "j" LOCK O r•.I: NTEouevc QUALIFIED FOR USE W/ HV BLADE 1 ONLY ®HY FEMALE rTr• LOCK CEbr QUALIFIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND -AND TEMPERTEMPER 6063-T6 ALLOY QUALIFIED FOR USE W/ HV BLADE( 8063-76 ALLOY AND TEMPEi 1,917 7• ^ r� 3.161 � o .063' _A63 52• ' .214' n O .ND CENTERMAT�„ / NO LOCKIN RCD ®AID CENTERMATE W f LOCKING ROD OUAURED FOR IISF w/ uLr�ll:en TEMPER tl LQCKINO ROD 1, OUALFlEO FOR USE W/ FN B 1 LL ER 33 INSTALLATION WILL REQUIRE A 7/18• HOLE DRILLED AT TRACKS FOR PROPER EMBEDMENT 6063-T6 ALLOY AND TEMPER w. 1437510 =--! 8wo s FTeI AiL�f �w m^�O At THUMBS QUAUFIEOIEO FOR USE W1 HV BLADE Q QUALIFIED FOR USE W/ I 1,11PER A. t/t���-. r IL ECO�Nc. 4 167 / c * TILLIT TESTING & ENGINEERING COMPANY STATE �� 4353 N.w. JaA St., s14. 30. w GINIA CAROM% FWRCY 331Ee PA-.: (305)A71-15J0 . Fa. 1 (303)e7L-1531 4-nwu tit.eooeo CM r .+-YY F<ORIDp 'a44� . SY' =(CSSS /l•�T.1.1�..A.1...G[. r,�\ Y1YL WAL7ER A. TO. T J,. P.C. P F��ncAT��ibA7, "g /nArr ALDRIOA Ile. / 441e7 1 4•-25 OLir \ \ TiElrAot:o , 1 �•-w e,� PAN e4R® PAM O b t1YNl h 1010e. BRASS CYLOW 16A9! CYL94M a X& pmw (flow PLATED) HV LOCK " ® HV EGRESS LOCK QUALIFIED F ®ON Y.HV QUALIFIED LAOE 1 & USE W/ NV BLADE 1 do � ®ONLY. -M 1-.250' O.D. 2 • L-4W 3e0' 'AFTER BLASTING 20 x3 4" BEFORE RIVETING 1 f4rd-20 RIVNLIT« *SEIKS O444 ALIMNUY (2024-TJ ALLOY) LARGE FLANGE THIN 2 . 99U KUTSQO. PLAIT J 0e20. AS WNUFACTURED SY AVOEL CHERRY TWOORRN. PFMR SIIPPPOW- NEW JFASLY 07054 OR EQUAL HV TERNAINEK ® QUALIFIED FOR USE ® QUALIFIEDF R USE W HV W/NV-BLADE 1DONLY. BLADE IQ ONLY. IC411 k 0.e75• Min. y 0G 1 .12s• Ito■. s o O i *OR BiURN go _DER EY DER 1.76 NOY. 4 BY REGENT KARO0 Hp LOCK WARE Mom LOCKS S&ES 2333 HOOK BOLT WcK QUALIFIED FOR USE W/ HV BLAOE01 k ID DE) FLORIDA GUILOING CODE Non High Velodi Hurricane Ic 02011 EASTERN NErAL SUPPLY. INC. A.S.S.A. N Accordion Shutter System H.V. BLADE #1 W/ OR W/0 HV. VdN00W BLADE Amerlaan Shutter Systems DESCRIPTION OAU ORANN an Ao. AesaolaHon. Ina. Ml oLo 1,-Ges „ i DATE: Ii/28 14268 Westroad9 DriveDRAWING No West Palrn Beach, FL 33407 11-192 ®. ®" -0� ��"�lS' NOTES ON NV LOCKS AND CENTERMATES: 1. ONE RV LOCK ® or ®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN FOR INSTAL�TIONS�i ANY OR 12" ABOVE OR BF,LLOW jg2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND ELEVATION. HV LOCK (� or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATFACHEO TO OR CENTERMATES W/(2T 1/4'0-20 x 1/2' LONG FLAT HEAD S.S. N.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER A110N. OO a 4O« V 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO* TWO HY OR BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES ©� it MAY LOCKKSS BOVE- BE ASSHALL BE ELEVATION. OOCAi10NS V AS INNOTE I_LOC+CS DICATED 014 TYPICAL. SHUTTER N • 4 S oN�OO a®4 �® 3. BUT BE USED IF SRR 0 TO ELOCKING SHUTTERRPERF MANCENLOCKINOOT IRED RODST�UOR M1 ALTERNATIVE OEViCEY I , MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). C.AND 4. ONE HV LOCK ® ® BE USED AT CORNER CENTENNATES FOR ANY SPAN INSTALN S AT NIA HV LOCK or SHALL BE USED AS AN OUTSIDE OR INSIOE LOCK, ATTACHED TO ® CORNER CENTERMATE W/(2) 1/4 h20 x 1/2' LONG FIAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP k BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. R MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. Sij� }n7 5. OF FIV LOCK a OR ANY SPAN AND OT �j� e. aq @$ 1I ONE ALTERNATE HV LOCK_ MAY BE DIN LIEU INSTALLATIONS AT ANY ELEVATION. AL ATE LOCK ® MAY BE USED AS AN N OR OUTSIDE LOCK, ATTACHMENT OF 1/4.0-20x3/4' S.S. THUMBSCREW TO ® OR 0 CENTERMATES SHALL BE MIRE W/ 1/4'0-2Ox3/4" ALUM. TWO / ` - 01 9 g■■�����JJJJ,,,, g �+�• RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR LOCKS AT 1/3 OF SHUTTER SPAN. C�a 6.- _ ONE NY LOCK 0 or-® or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR -ANY SPAN OR. 12' ABOVE OR' -BELOW 1/2-OF SHUTTER SPAN FOR SPANS UP _ TO W, AND -FOR INSTALLATIONS AT ANY ELEVATION. HV LACK ® or @'or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO- ® or 0 SYMMETRICAL CENTEMATES W/ (2) 1/4'-20 x 1/2' LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INrXCATEO ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ SEE END —� OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. CONNECTION OEFAIS ON O r-[ X I J [ L u P • V M i SHEETS 10 At 18 TYP. FULL It HEIGHT. OF CORNER' )iAAT' *N FS ON NV "T" LOCKS AND CENTERESe AM L ONE ALTERNATE HV 'M LOCX MAY BE IN 0 IN UEU OF HV LOCKSOR FOR ANY SPAN AND ALLATPRAT ANY EUYATKXN. A• TE LOCK Y BE USED AS Ml INSIDE OR OU TOE LOCK, ATTACHMENT SECTION HVSHEST BE u aw CENTERMATE II:JJ ®°'©��©�®�ONNECTETOE OF LOCK INS USING ftNFORINOL'lASSHOWNON LOCK MAY BE INSTALlEO AT MIDSPA7 OR 12' NTERMAIES ®AND ®W/ i/4'•- 0 x 1 1/2' LONG S.S. iHRTAOED BOLT W/ 7/80 x 3/32©`©°AC*� WINGNUF W i/4'0-20x1' S,S.M.S. INTO A 1/4'Ox 5/8' RNNUT. NA%IMUM ABOVE AND BELOW MIDSPAN. USE OF 71V0 LOCKING RODS ® TOP ANDBOTOM IS MANDATORY, *NOTES QN Hp LOCKS- ONE ALTERNATE HO LOCK ® MAYBE USED IN LIEU OF 1, HV Lows 2 oR FOR ANY SPAN ANO INSTALLATIONS AT ANY ELEVATION ALTERNATE HD LOCK (9 MAY BE USED ��IGAL C1� HV BLeDE SHI�TTER ELEVATION N.T.S. AS AN INSIDE Oft OUTSIO LOCK. ATTACHMENT OF HD LOCK ® TO 19 W/ 3 /e x 3/8" F.H. S.S.M.S.. AND INCLUDES REINFORCEMENT WSERT 0 AS SHOWN ON SECTION& HDB-HVB AND DC-HVC• SHEET 10. LOCK MAY BE INSTALLED AT .. MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MKWANI. USE OF LOCKINO RODS ® is COMPLETELY OPTIONAL. ne on Ifigh Velocity rricone A..... 0 2011 EASTERN METAL SUPPLY. INC. ttt+,IP�\�R '\,\CEASE TM Accordion Shutter System i L E C O , N C . . . . • KV. MADE j1 W/ OR W/O H.V. W=# BLADE TILLIT TESTING do ENGINEERING COMPANY 0 _ / > f r * ' Am�Ncan ShT 5y�tom� A>ttoolaHan, nA ano. + OLD n-De3 n I E- ME- n 29 I1 a 3 DRAWING No . STATE OF r',ar : ans N.M. 3lll . S4 ib. 3ta, nwval ax mo14, lvxta a11e• Phme ` (w5)G77I- . foxliI (303)a71-1331 4268 Westro0ds Drive West Palm (ieoeh, FL 33407 ,, .......�JC!• '1,11, u�t woum A nLff Jr. P.E. 92 6 SHEET �ss/O P.E. �`TAdr A)GtIMIjRE/DATE FLORIow U. / 44+e1 RETE ANCHORS POURED CONCRETE PO POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CqNKC CONCa SHEET 13) REWIRED 14'M20+3/4• S.S. REQUIRED. PEQUIREO CONCRETE ANCHORS 1C-'NE SCREWS CONCRETE ANCHORS - 18 il5raxe TOR (SEE SCKOULE ON I V/ 1/4--20 (SEE SCHEDULE ON SHEET 13) @ (SU INUI m (D aN sum 7) SHEET 13) NUTS O 12' O.C. ---- 2 0R 14 - --- MACHINE SCREWS S.S. E N EQ EQ Q =' USING 1/4'-220NUTS /2• O 12' O.C. E. D I .250' Uwax. -- 3 00 _ - ©pq @ ---250' f M4■. OPTIONAL Ira SOWK1101 10 C ASI (SE I 1 f' 1111 �EIII E♦� • i MIN. SEPARATION TO CUSS ) EXISTWO i Q7 9EET 10 1 1 OR ® , EXiONO �,--(sEE S�,E ON SHEET 11) CLASS-4 A55� a�'0� mk - i MIN. SEPARATION TO GLASS I 1 CLASS ) [-(SEE SCHEDULE ON SHEET 11) EXISBNO I I 1 O G�lou M QC -HIV WALL HEADER INSTALLATION NY WALL HEADER !"SIL, ® HV WALL HEAEASTINDER. INCTII) �TIAIJ a. ICGv G, i I MIN. SEPARATION TO GLASS L sDVRAnoII 1 ♦ , �—(SEE SCHm1AE ON SHEET II) 1 i- W%t%%yam ' i ' OR ® I MIN. SEPARATION TO GLASS I I ) E1 � II fflR [UOE(D i (SEE SCHEDULE ON SHEET 11) i GLASS ON Q1FEr 1GJ0F ewa ma Ql) EXISTING �OPTKINAL GLASS--+ - I E 0. 1 ( ''tCOW-ME fDPTIONAL ' rl/4' May. _ _ 3 )$ ". • ' 1 O � O LE EQ 1/ib-20.3 4' PS TRUSS HEACONCRETE ANCHORS 'EQEQ MAC49NE CONCRETE ANCHORS 720.7/4' S.S.PHIWPS (SEE SCHEDULE ON SHEEP 13'1/4--20 NUTS O 12' O.C. (SEE SCHEDULE ON TRUSS HEAD MACHINE 12' 0.S PC O CONCRETE wn. PUURED CONCRETE SHEET 13) W/ I/4'-20 NUTS O 12'O.C. OR CONCRETE BLOCK OR RER BLOCK CRETE ANCHORS _ REWIRED wAu a wRED ® (SEE SCHEDULE OHHV WALL SILL INSTALLATION. POUREDSHEET 14) OR CONCRETE BLOCK - WALL REQUIRED O HV WALL SILL INSTALLATION 1- SEE SHEET 4 FOR TTPM SHUTTER . _ INSTALLATION DETAILS W/ ASSEMBLY E. D.. EOCE DISTANCE ♦ SEE LIM ATIONS OF USE FOR �j\ `' ' w 2- MOUNTING SECTIONS CAN. BEZOMBINEO (SEE SPECIFICATIONS ON SHEET 13) BLADE 80N SHEET 19. . - • LIJ I'I.r ..BLADE W ANY WAY TO SLAT ANY INSTALLATION. ' FLORIDA BMWIXHG CODE Non High Velocity Hurricane Ybne 1LL1,►P�,`�� A. T!(�/,✓ = 02011 EASTERN METAL SUPPLY. INC. \CFAs ' . 9 = A.S�&A Accordion Shutter System KY. BLADE #1 W/ OR W/O H.V. WNDOW MADE V. American Shutter Systems * : TILUT TESTING & ENGINEERING COMPANY N. _DATE OMNN ILr• AC. eau H.W. 3M. SI, St.. W& %VMM MAXO . raMMA 33144 Association, Ina. I OLD 11-063 It 11 11A1e _ Ll m/11 Phone (70S)s71-1S30 . Fes : (305)e71-1531 4268 Westroads Drive 2 ��,,0-'" �719 O0M West Palm Beach, FL 33407 S DRAWING No S- �SS •... ...• ��� 1I, WALTHR A TVUT Jf. P.E. 4 1 1 — 192 (1. /DA� FLORIDA L)4 / 441ei 5 SHEET l (SEE SC)EOULE ON SHEET IS) t OR REpAREO -1 ��iro STING EDGE OF It�wR�e tm. EXISTING GLASSY LOCATION 1 3 ow 6 a jfOYSHEX WASHER 3/6 t1111. TEK SCREWS O 12' D.C. I I I 3/ CONCRETE ANCHORS (SEE SCHEDULE ON SLEET 13) FADs11Na 11 auss� I ' aF SLAB IF ,{ t 1/2 n 1 I ro >FE9Irv4101 E.O. / EDGE OF SLAB F ' 3a6L12IE ON SW wa IQI�! Po�tE / POUflm p • POURFb RAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) rib RAmmag" i OR ® Rm OhWE SET QWRED E o. • �• SCHEDULE ON ON SHEET 1CRETE � 11 TRENCH- JNSTALL!TION Q HV WALK -OVER INSTALLATION AL oNLY V UP TO +70. -75 PSF A,S,D. ® HV FLOOR _ INSTALLATION t PEROMBRHE RATING & FOR SPANS PER SCHEDULE EET 11 r . i Yfa tuNMnaY I•_�pE-^ 1 t Oj CONCRETE ANCHORS OIAtS-- max. N (SEE SCHEDULE ON n fYm 1q E li SHEET ts) IXfSRN� ON 9'8Y 1111 t/4V RW9IMEDI TAPoON W ) _ O1O --.i CLASS E7(GL.SS 'Y'. sa�.nol mDEF1aRY R 1/r / OW6'' 1W/IX. JuY.smuunaYmE �1(� 1am.r OY H) I4?' D�B®gm . O R tIPTO e-W%RM WLNM i. ) r-6• AATT A31V . 1 FF.0YOR Q/10.J/4- Ufl).. HEX ,4N01E W SifT 11TEX CREW 0a1L SMANT %141t1/4' HEX'HEAD 1O 12' O.C;SCItEtYS A 90.C.___OR f/4'I-20 S.S. N.S. i �CNCRETE-ANCHORS p _ _4tJS.D.S. 1 90. C. 1/4W/ NUT a 9' O.C. ON R • SHEET ---N�• d .J • tqm I/Vo-20 Nm - --- -- ------ ISCMME �n¢IO, EWE OF i/f 17 0 ' �'_ -� 2.00'•&nIf. ON TAX 1 i umatATTM 1 7 1 7/B�II IF - /14A/4' FAH. S.D.S. E.D.LAB ^ SAL) •D APPLICABIP CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON SEE NOTE I3(b) ON SHEET 1 O 9' O.C. SEE NOTE 13(b) • .NUN.•;. IR.01AAf7) •O.ORONCRETE BLOM SHEET 14) REDC CONCRETE ON SHEET I OPT;OMALJ NC HV WALL CI Onn INSTAL I 0R ETBLOCK ® F Moil" �TIDN COREGUMED E�TE REQUIRED ® RION ©HV WAS W LK—OV A iNCT1l t ATInN ;Qal �A O Hy RAINGUARD INSTALLATION t NAtoAAat SMRIFR SPAN 6'-0' NOTE FOR COMBINATION OF cFCOONC. I- SEE SHEET 4 FOR TYPMJIL SHUTTER JF7E EOOE OISTANCf sPECIFlCAvis ON SHEET n). t THIS INSTALLATION $HALL BE REMOVABLE WHEN PERFORMED -OR AN OPERABLE EXIT �MJJAR S OFF USE FOR (1�"t J 2- NOt)NDNO SECTIONS CAN BE COAIBfNED 1NSTALL-A�ION DE�A]LS W f O HV BLADE' IN ANY W ANY WAY TO SUIT ANY INSTALLATION. AAAAA�"' RomA CODE Mon bi h yelocit Hu"Icane Ion 1110" p• ........ 'tz/T �4 02011 FASIERN METAL SUPPLY, HNC. AmAnSmAm Accordion Shutter System * Am�HQan Shutfor SYalans Kv. BLADE #1 W/ OR W/O LW. W D& MADE yIAUF ua ' F TILUT TESTING & ENGINEERING COMPANY Im 3tt.. se.. AssoclaUon. Inc. A R • �•` O • St. 305. 10"m Gomm howk mial Phan.: (IN)BYS-1530 Fax I (305)671-1531 4268 Westroods Orive 1 oLD 11-033 f l 11 DALE: 11 11 \ sn "•••••......`G.�` t'v /OVALS . . ® 19 46" West Palm Beach, FL 33407 2 3 DRAWING No tlt WAITER A TIur ,Ir. P.E. 4 11-192 ' F C�1fdA1Ff1(rLTIIor/n.= FLOPoM 44167 6 ,•„�,_„ `' sEx NOTcs aN Locum 1moS ®: 11v WM ® > OUT s1a IN /-EXISTING CLAW INSTALLATIONS Wl ii Y * AW AL'�'" 1= ®aN SNELT 3. I / � sumSUVgf amKVf 6 VALID MR ALL YMATES, QUITIA tS APrurwna, a+nl BLADEp ' a1�a1©*Oa®a10 .�on 0 SEE END WALL CONNECTION 0 • �a+®• �'©•©°" 1f--EXISTNa Cuss 0 ®•®a©.®aO.®0- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� 2'd'.I/6•0'-2 1 I ®•®a®• -0-0 ] 1/4• 7' 6 1/2' 7- (GOBS-T6 IRS ANGLE w 2 1,.E i 1/2- a, ®1 ® OPPOSING SYMMETRYCAL (TaU-DDT IOx /4' SALS. a 12' Mw. SEPAR1T10N (4)/fo•T E-. s.u.s. E. TU6E - r 1 AT FAfXf ANGLE. (fYP) I 6.C. FULL t£FTOHT. ! (SEE.SCHEDULE 5 ®p * 35 * IA1 ON SHEET 11) 3 5 * 1 ou `J•�°.©• L� �•®a1 RYA ♦A n V� �0an�Oa® 10 ��a f Sy O.O . 0a040 • I 1 r ® ®(' ^ •©a �EXISTINC CLASS CONCRETE CONCRETE AL - _ v n ,fin CQNtlTETE BLOCK WALL r uSTC R SYMMETRICAL- g ' �"' ®'CENTERMATES * I I . ®af©. ®aQe •� a: TO GLASS oN- 5 w/ HV LOCK ® wTTEROORR .®�,®. a®�® (SEE SHEET 11) MIN. SEPARATION FPS ON n m • ® �_ =7 (SEE SCHEDULE I N OPTIONILL ON SHEET 11) INTERIOR)UT - - CONCRETE ANCHORS 0 d -- --- --- - 5 1 fe• 04 01 3 vAJaEs 3 D' Y111111* n ® 'Cy n ® oOf 6 1/2- MAX. SLACK L�YQ our 5 ( foR) f ** F1ORM BEEN CODE Mon High VelocityHurricane Zone' Ql P• TI(C/�; O2on EAs" METAL SUPPLY. C. BERTFUMTM dQ`��pENSF 1L E C O INC. A S S A Accordion Shutter _ utter System ■ ■ ■ ■ tlu BADE #) w/ OR w/o N.v NINIXAN aA1DE Amertoon Shutter Systems „r< Aa TILLIT TESTING do ENGINEERING COMPANY %STATE OF `1% . sm XX i5M $L. x• w6, VfAm (IMOM na cN331N AslOOlOtt011. Inc. f OLD 11-063 1 f 1 fLVE 11 29 11 .'r+ V Ph...: (xs71-1sw . 1" : (303)871-1331 4268 Westroads Drive 2 _ O,L •. FLORIOP. �-x 1,%, •-m �_� �^ DRAWING No West Palm Beach, FL 33407 2 "�' 92 f,,� WLTER A. TI & P.E. 4 SHEET P.E.' O OF FORM � 0 44167 ; POURED CONCRETE POURED CONCRETE RED CONC::RETE POURED CONCRETE OR OR CONQiETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WAIL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REWIRED REQUIRED EXISTING GLASS EXISTING GLASS CLASS S 2' YN EIGSTINO CONCR E ANCHOR EXISi1NC GLASS _ _ _ /— Z - • 16' O.C. 1 — — — ...( TO /RATION r t. �7 2' MN. ) TD GLASS (SEE EET TO am (SEE M"wm EQ EQ TO GLASS (SEE 1 BIAto®AND SCFQAIIE C gFET gig NIZE, SSG OR SHEET I/ts xJ MA%. GN SRIREi f9 L1 FOR A"Mr . ((pp // I 11 W1 a.AOE%AND (Ios3-Te) CONT. BLADES m� Q9 ON 9W 19 Ern r/2' f 9 ON SIFET 19 ALUM. (CLOSER i--tG o(LOCATH R)SDE) aJOETIDBQ PLADTfi(L MIN 1I \ BtMF9mBQ� ' aIOFS h F OF 4 I •R USE 1' 0 2' MAX. x,/2' S.M.S._ — - _ (AS )x2•x1 /,8N0'-2' /,o- /lOxt/2" S.N.s. _—_ o Ie• D.C. --_ ALUMINUM c ANGLE O t6' O.C. �— —' � (6083-TB ALLY) AT MIDFIDGHi (1) /taxi/2' N.S. TO(DB 4 yj (2)1/4•r TAP S ANCHORS TO SEE DETAIL X F ,�7� WALL AT 1' 0. (LOCATE AT 5 SIDE CONNECTION OR (Cry' EITHER SIDE OF ) (� SEE DETAIL X FOR TO TRACKSEIAL �R SIDE CONNECTION OR d04).0% i 6 '®Y SEE CONNECTION dl�•®(� ©• @a a 8 •®d TO TRACKS a 17 a e a �. 0.0• •®a TO TRACKS •®rV•� •®d • d • ea , o a •®r 010 •'V' "•YJ• d ©•44(�Jt®r®a• 7� •®r r®•�• s ®•®r ®ya®Aye• •® ®r • 0 • a�1 ®•®d�•®a®•,� r0•® ®•®d�•®■ •®d®• END CONNECTION DETAIL 4 V Q END CONNECTION _ DETAIL END CONNECTION DETAIL 3 ONLY FOR BPAN9 GREATER 71RAl1 12'-0' ' POURED CONCRETE OR E - CONCRETE BLOCK WALL �EXISTING GLASS REQUIRED _ GLASS -------------!RL_M+1110N -, TO It IMEaAOE MD CONC ETE 1/2` MIN. SOf.UxE ON SHIFT �____________ -= OR SIM ,Bw ANCHOR o 11 FOR 6tADE AND 4©oR11� OR� CONCRETE aAo�mx lit I2• O.C. 5 arum& (a j ___-- _ OR 1 ANCHOR O Q 16' O.C. 1 2 MIN. 4 OR®OR(aOR - —' EQ 2• MIN21 MIN. ♦ SEE UDNS USE FO 0t9gAENSEEf'GR®OR(qOR OR 5 OR (w ELAN DEWL 1 OR ®' 0 ©�°®•®• •(�• a �r •®r`�LLATION POURED CONCRETE OR ,�E�y, d d 6• a e t CONCRRETE BLOC HALL � ED ®•®a®-6-©•®d ©• .©aM . YCj) MY BLADE REQUI- CONCRETE OR -CONCRETE BLOCK WA L. -END CONNECTIQN DETAIL'® OB-0-0-(0®�•dC7�®,•e•0-0,0 END CONNECTION DETAIL © ®• ®•®�•®® FLORIDA BUMNG CODE Mon High Velocity Hurricane Zone Frr�rrrAriiii �� ®2011 EASTERN METAL SUPPLY. INC. BERTHA HV—Tm a� •""'E " Shutter SystemA S. KAocoldion /TILTECOINC. V BUDS /I W/ DR WAO wv WNDOW MADE '-- - §7 Amerlaan Shutter Systems x 0(su 414 A AO. e iILLIT TESTING ! ENGINEERING COMPANY Assoafatlonx Ina. f OLD It-OE3 11 29 1 OAm 11 9 11 ♦ easa UL 39M SL. St•. 30. V1101A Comae. n9ttDA sstee 4268 Westroads Drive i DRAWING No 9 " -'• •" F— Pb—: (]OS)-mm t70 . Fax t (ws)eTI-1ss1 �.t` '• °CORIOP:' ��tvRt®Uoo e'iio West Palm Beach, FL 33407 a 1 1 —1 92 P.JN �\ %DATE n" U. %Tit i� SHEET SCHEDULE if MAXIMUM SHUTTER SPAN 'L4:" OR "L-" (ft.. FOR INSTALLATIONS W/ ® & I& or or W/ ONE H.V. LOCK ®ar 0 or or HD LOCK ® W/ NO LOCKING RODS or CENTERMATES ® & ® W/ ONE HV "T" LOCK ® W/)WO LOCKING RODS ® TOP & BOTTOM SEE NOTES W=UU Asno t (pat) CONCRETE & WOOD wsrmunoNs WALL uouanNo FLOO(N/CEUINO MOUNTING L-► a L- Lf A L- 30 OR LESS fa'-0- 16'-0' 16 IF" 16 -0 40 13'-10' T3 =10' 14'-2' 15'-2 4 13'-1' 1-3--T'- 13"-4' -3 50 12'-a' 12'-5' I2'-8• 55 It'-10' 17'-10' 12'-1' 12'-11' 8o 11'-4' 1 11'-4' 11'-7• IF 4 65 f0'-10' 10'-10' 11'-1' 11-11" 70 fD'-e' 10'-6' 10'-s' Ill-W 75 10'-1' 70'-1' 10'-4' 11'-1' 80 9'-10' 9'-10' 65 B'-6' 9'-8' 9'-9" 10'-9' 90 _ 9'-3• 9'-3! 9 -5' 10'-1" 95 9'-0-' 8'-8' B'-2• W-10' 100 _ a'-91 8'-4• g'-0' g'_7• 105 a'-7- 7'-11" e'-g' 110 8'-4- 7'-7- 8'-7" 9'-2' 115 8'-2' 7'-3• b -4- W-11" . 120 8'-0' 6'-1 f • 8'-2' 8'-9" - 125 7'-10' 6'-8' 9'-0' a'-5• 130 7'-8' V-5' 7'-10' 8'-1' 135 7'-7• 6'-2- 7'-g• 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' S'-5' 7'-2 W-9' 160 e'-11• 5'-2" 7'-t' 6'-7' 165 e'-10' W-1' 7'-0' 6'-4' 170 a'-9' 41--11- 8'-I1• W-2• 175 6'-7" 4'-9' a'-9• a'-O• ISO a' -a' 4'-a• e'-a" 5-lo' 185 8'-5" 4'-8' 8'-7• 51-8' 190 6'-4' 4'-S 6'-6' 5'-6' J 95 a'-3" 200 a'-2' 4'-2' 8'-4' S'-3' 205 g'_(' 4'-1' V-3• 1 5--1' MAXIMUM SHUTTER SPAN* 'L+' OR -L-' (ft.) FOR INSTALLATIONSCENTER W/ ONE HV LACK i or � or W/ NO LOCK NG RODS (SEE NOTES t, tt) uvwm AID. OLSRx INSTALLATIONS � WALL NOIMRxO �s7-) FLOOR/CFRxq MOUMM 1 V-4' SCHEIULE33 MUM SHUTTER SPAN* "L+' R 'L-" (fL) INSTALLATIONS dt W,/ ONE HV LOCKS OR W/ NO LOCKING Ds (VALID FOR Mumma Q11 SHEET 7) CONCRETE AAIL OHM INSTALLATIONS FRM P.4TMGO FLOOR/CELINO MOUNTING FUM LL NOUNTNa (1�ORFa) Lf- N L- a 30 18-0 1e'-D• 35 15'-r is'-10` -10 14'-2' IW-2' 45 13'-V 14'-3" 50 12'-3' IN-1, 55 t0 10'-2" 10'-11• 15 9'-5' 70 8'-9' 9-4' 75 • TI(�7 �YjENsi T`i9 *-4 ti-gip OF ANAL `` ,11t P.E. ORE/DA INSTALLATION LEGEND CONCRETE & WOOD MANSORY WALL A. B. C. D. E. M. N. 0, P. 0, MOUNTING F. K & L R., S. At V. FLOOR/COUNG MOUNTING G, H, I, IT,, J T. U. W & X & M V NA7GMUM SHUTTER SPAN 'L+' OR 'L FOR INSTALLATIONS INTO WOOD SWELL BE LIMITED TO MIS pit. AS.D. DESIGN PRESSURE RATING. F WCORNER CENTERMATE #3 MAY BE USED AT ALL UNTING INSTALLATICNS. LOCKING SPEOFICAT04S ALL BE AS INDICATED ON MANDATORY CONDITION /2 TE t5. SHEET 5. ttEXOPT THAT MA)OMUM SHUTTER SPAN -L+' OR 'L ' AND MAXIMUM A.S.D. OESING PRESSURE RAGING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P.O.f. AND 8'-0" SPAN, SEE MOUNTING ®-ON SHEET 7. SEPARAB- OR TO -GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 V. Q HV BLADE FLOR0 DULL TRLE c o t11,C. AmS.SwAn TILLIT TESTING & ENGINEERING COMPANY Amertoon Shutter Systems Association. Inc. a KW. 3EU. SL, St.. 3N, V"M GM0M nDIWA MIGG Ph : (305)871-15M . Fes : (305)071-1531 4268 Westroods Drive 4--il Utewagm. ffi ®-0007719 West Polm Beach, FL 33407 WALTM A IIUT i. P.E. FLOPAk Ua / 44167 %L+: MAIUMUM ALLOWABLE SPAN FOR A GIVEN �OSITiVE A.S.O. DESIGN PRESSURE RAGING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/801TOM) OR FLW/CEILING: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. GIVEN A NEGATIVE AS.D. DESIGN PRESSURE RATING, OEIERLGNE MMMUM SPAN 'L-' FROM SCHEDULE. nNN. MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L-'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE LI+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L1+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.O. DESIGN PRESSURE RATING: DETERMINE U MAX. SPAN FOR WA L- MUNTING INSTALLATIONS V-. MAX. SPAN FOR FLOOR/CExLNG=MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLONABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN. 'U+', 'L9+'. 'LI= AND 'L2-' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLESPAN AND NEGATIVE A.S.D. DESIGN - PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR CODE (Non Hiyh Velocity Hurricane Za 0 2011 EASTERN METAL SUPPLY, INC. BERTHA HV—Tm Accordion Shutter System H.V. BLADE *1 W/ OR W/O H.V. 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ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: _ W TO OUSTING POURED CONOREFE: (Min. Pa - 3 k,n - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. SULDEIL (Mo. Fe - 3 kel) - 1/4'4 ■ 3/4' ALL POINTS SOUO-SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Ain. FC - 3 kai) 1/4'a BLUE TAP CONCRETE ANCHORS W/ CAP AS MOWACTUREO BY FLORIDA FASTENERS DIRECT, INC. (WA. ra - 2 Tut) 1/4'• TIPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTIIORREO VENDOR RECISTEREO WITH THE AMEPoGN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. Fe - 3 1120 NOTES: A.1) NIHW U EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREARORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS S 1 3/4', AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. A.2) MINIMUM EMBEDMENT OF 1/4'0 N 3/4' ALL POINTS SOLID-sET ANCHORS SNAL BE 7/!' INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL. BE PERMITTED. 1/4-0-20 S.S. MACHINE SCREW USED SWILL BE I 1/2' LONG MINIMUI SHOULD,SIUCco E10S7, AND 1' MINIMUM FOR WA LS WITH NO STUCCO. A3) IN CASE THAT PRECAST STONE• PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND -ON THE EXISTING WALL OR FLOOR. ANCHORS -SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHOWAE SHALL BE AS.NDICATED ON NOTES A7) h 1-2) ABOVE. FOR INSTALLATIONS ON VINYL SMUGSMUG OR BFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLi1' INTO BFS WITH METAL STUDS SEE SHEET 20. (8) TO EXIsnw CONCRETE BLOCK: (ASTM C-90) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY µCHOPS, AS MANUFACTURED BY I.T.W. WLDDI. - 1/4'R a 3/4' ALL POINTS sOUD-sET ANCHORS, AS DISTRIBUTED or ALL Pam SCREW, DOLT & SPECIALTY cwAw. 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, M - 1/4'• TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC., AND OISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECMLTY COMPANY tXT ANY OTHER APPROVED LICENSED OR A1D10t82m VENDOR REGISTERED WITH THE AMED'ICAN SHUTTER SYSTEMS ASSOCIATION. INC. NOTES: 0.1) MINWUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TM W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 I/4' AND TAPCON WITH ADVANCED THREADFORN TECHNOLOGY ANCHORS IS i'. 9.2) LNINU M EMBEDMENT OF 1/4'0 K 3/4' ALL POINTS SOUO-SEr ANCHORS SHALL BE ENTIRELY EMBEDDED 100 THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHILL BE PERMITTED. 1/4- 0-20 S.S. MACHINE SCREW -USED -SHALL BE 1 1/2- LONG MBUMUM 'SHOULD STUCCO OW. AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 8-3) -IN--CASE THAT PRECAST STONE, PRECAST CONCRETE-PµELS. PAVERS OR ANY VENEER BE_ FOUND ON THE EXISTING iYA.L OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE 80" SAID WALL FISHES. ANCHORAOE SHALL BE AS NOMATED ON NOTES B.1) & 8A) ABOVE. FOR INSTALLATIONS ON VBDL SIDING OR EIFS WITH OR WITHOUT 14M STUDS CONSULT THIS ENGINEER. FOR INSTA1JLTgN INTO EWS .WITH METAL STUrM SEE SHEET 20. _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS MlD SPECIFICATIONS OF THE ANCHOR'S MANFACTURER. (0) SEE SCHEDULE BELOW MR EDGE DISTANCE (F-0-1 VERSUS SPACING RELATIONSHIP FOR ANCHORS MADMUM ANCHOR SPACINGS ARE VALID FOR EDGE OISQNCES INDICATED BELOW. FOR E D. LESS THAN THE NOICGIm, REOUCE ANCHOR SPACING BY MATIPLYNG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. f FACTOR ACTUAL EDGE TAPCON TAPCON WITH ADVANCED 7HRPADFORM TECHNOLOGY ALL POINT STUD Wr BWE TAP W / CAP TAPPER TAMINSPACING + ED. UN. SPACING - 3' MIN. SPACING - 3' MN. SPACIHO - 3 1/2' µIN• SPACING - 3' 3 31V 4• COPOUNCRETE CO BLOCK& POURED CO CREIE INN. EA - 1/1' C[ ma: BOOT MIN. ED. 1/Y POURED & CONCRETE BLOCIL ONCRETE &RAID CONCAEFEBLOCK 00MaiTE IIM EM-3 1/2' CONCRETE BOON MN. M.2 1/Y 3- 1.0 0.00 1.0 %7e IA O.A4 to 212• - o.et 1.0 - - 117 1.0 2' - 0.71 - - - 0.8, - 1 3/4' - 0.91 - - - 0.403 - t t 2 0.35 T 4 - \,yOENSF :.✓W TILL T TESTING & ENGINEERING COMPANY- ST OF :' �' p GM NW. ML 91- St,. 3M MGM GARO M, ,I0E,1111 3311 �'••.. �A�� .••'• 1AV PtM- : (305WI-1530 . Fa, t (305)071-1531 ,-malt altaCaOatiLm. �� 1+ " sLr/TALI ao0 EB- 6719 WINTER A TwT Jr. P.E. o c 'LtosL_Jc„u.d4T,nr In.rr FLORIDA LLa. (t 441.7 AwS.SnAL Arnertaan Shutter Systems AseoctaHon, Inc. 4268 Wastraads Drive West Palm Beach, FL 33407 0 2011 EASTERN METAL SUPPLY. INC. Rk Hv- T. Accordion Shutter System LTV. M" #I W/ OR W/O )LV. 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