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HomeMy WebLinkAboutRevision; Storm Panels ShuttersOFFICE USE ONLY: REVISION . DATE FILED: //40 XP-0 REVISION FEE:�� LOCATION/SITE ADDRESS: COPY PERMIT #� G r RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE' REGULATION DIVISION 2300 VIRGINIA-AVENUE FORT PIERCE, FL 34982.5652 (772).4624553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: JA Lv W QUALIFIERS NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE: FAX: WOWA ZIP: ZIP: RECEIVED JUN 19 2020 Permitting Department St. Lucie County 11/13I2019 Florida Building Code Online r. � • ��Hot BCIS H tog t Hser Reg station Topi'¢�� .'� Product Approval I USER: Public user d F��dpr 4 Submit surcharge Stats S FaRt Pub0ratlnns motor' us Bc15 Sae Map unks seanA Fror ugtlQPMyal Mgny s Prodr o er ARRU-t'0 Search+ [pallaHnn Li APPI[offen oa 11 �FL ig!;._�y._-.,'•r FL15076-RS dgpl • ' code Vdon Type Code Version Revision 2017/• Application Status Approved — 1- . . 1 �1 comments Archived Product Manufacturer Global Protection Products, LLC. Address/Phone/Email 4800 SW 51st Street #100 Davie, FL 33314 (954) 689-7545 tim.mbinson@g ppent.ro m Authorized Signature Tim Robinson tim.robinsan@gppent.com Technical Representative Tim Robinson Address/Phone/Email 4800 SW 51St Street Davie, FL33314-5537 (954) 689-7545 tlm. robinson@gppent.com Quality Assurance Representative Address/Phane/Email Category Shutters _ Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tillit Jr., P.E. Evaluation Report _ Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John W. Knezevich, PE J Validation Checklist - Hardcopy, Received Certificate of Independence FL15076 R5 COI GLOBAL PRD7FCDON PRODUCTS DRAW 17 143 C RTIFI AT OF IAD P I.DFnrF PDF D 15076 RS COI GLOBAL PROT CR JN PRODUCTS DRAT! 17 14 CERTTFICATTON OF INDEPENDECE.ppF Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 SSTD 12 1999 TAS 201/202/203 1994 Equlvalence of Product Standards Certified By https:l/floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDquS73Fr2ZylPri36aMugFVFUQT13znEWUZxg6SfK7Vrlvg%3d%3d 1%2 n. 11/13/2019 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 08/31/2017 09/06/2017 09/11/2017 12/12/2017 FL At Model, Number or Name Description 15076.1 20 Gage Galvanized Steel Stone Corrugated Galvanized Steel Storm Panels retained or nut by Panels/HVHZ .tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: Yes F15076 RS It CLOBA PRO CTfON PROD Cr'S DRAW 17 Approved for use outside HVHZ: Yes 143 70 OAC, rel Venit Pn cTcai cr NE Verified By: Walter A. Tillit Jr., P.E. PE-44167 Impact Resistant: Yes Design Pressure: N/A Other: Large missile Impact resistant with Maximum Created by Independent Third Party: Yes span of 12'-4" for + or-43.8 p.s.f. ASO Design load for regular panels Evaluation Reports FL15076 R5 AE GI OBAI PROTE CON (see sheet 8 & 10). Maximum span is 8'-8" far life safety panel 143. PRODUCE VAr UaTr N REPORTPD p Created by Independent Third Party: Yes and 5'-10° for E-Z hung panels. 15076.2 24 Gage Galvanized Steel Stomn Corrugated Galvanized Steel Storm Panels retained or not by Panels/NHVHZ tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Wc_076 R5 II FLORAL P0.0TEC ON PRODUCTS DRAW 17 142 24 GAG AL VANi7 n CTFFI cTORM PAN PDF Impact Resistant: Yes Verified By: Walter A. Tillit Jr., P.E. PE-44167 Created by Independent Third Party: yes Design Pressure: N/A Other: Large missile Impact resistant with Maximum span of 12'-0" for +/-20 psf ASD Design load and IT-0" for t/• 20 psf Evaluation Reports FI 15076 R"E-GLQBAL PROT CTFON PRODUCTS DRAW 17 ASO Design load for regular panels mounted without "It" header 142 PRODUCT OF FfA UATION R PORT PDF Created by Independent Third Party: Vas respectively. See sheets 3,5,9,10,11,12 & 17 of installation drawings for other spans and pressures based an mounting conditions. E-:110 S£ataetllf :: 260I Blair 5tnn a tl T II h ee Fl 12qq phon ASp. 7,1814 The State of Monde l an AAMED employer. rnpyNght 7007]0 l t f Fl rid :: prNary Slntemint :; prneelhaas. statement:: Refund 51aee Under naHda law, 11a11 addrenes are p,ld, monrdC If you do not want your e-mail address released in response to a public-recordsrequest, do not send electronic Zoe tbls entity. Instead, contact the a/flee by phone or by traditional mail. if you have any questions, please. contact 850.487.1399. •pursuant tp 51ctlon 455.275(1), Flnr4fa Statutes, epectWe Ddnber 1, ]pit, Ilcensees Ilrensetl undef Gapter 455, FS. must provide the Department with an —11 add—, If the, heve one. The email, pmvidetl may be used for onirlal communication wah the Ilrensee. However email addresses are pubne mcom.. If you do flat wish to.supply a penonel address, please provide the Department with an email ado—, wblo, ran be made avallable to the public. To determine If you am. a Iirrncer. under GapMr4sio — please diclrl.._e Pmdud Apipl�re6uq� 1Aeeepls: Credit Card Safe https://foridabuilding.org/pr/pr app dtl.aspx?param-vGEVXQwtDquS73Fr2ZyiPri36aMugFVFUQTBznEWUZxg6Sf<7VrlvgV 3d%3d 2/2 1 L r l EEO iNc- TILLIT TESTING & ENGINEERING COMPANY PRODUCT EVALUATION REPORT 1. 1.20a,.4410 ri. r:.a. u«n:. H". nnn6719 REPORT NO.: 17-0803.07 DATE: August 3'd, 2017 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 Gage Galvanized Steel Storm Panel MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street. Davie, Florida 33314 J. PURPOSE OF'EVALUATION• This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC ; Rule Chapter No. 61G20- 3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein,,and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2:1. PRODUCT EVALUATION DOCUMENT (P E D )• Drawing No. 17-142 (revises Drawing 15-022), titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prep,9106A Qjeco, Iric.;,signed and sealed by Walter A.Tillit, Jr., P.E.; dated 08/01(iMy��rilpsAdr ii is an integral part of this Evaluation Report. �6t y�P ,.. v� NO.44167 `. 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305)'411-1530 - Fax: (305) 871-1531 PRODUCT EVALUATION REPORT NO. 17-0308.07 2.2. TEST REPORTS: Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 10KM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tiiteco, Inc., dated 12/18/10 and.08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE- Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11. 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 17-142. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 _and 18 of 18, of Product Evaluation DocumerJt,(A,6,q,�, drawing No. 17-142. 24 Gage Galvanized Steel Storm Panel had H �tEpteiYfi fec ode'com liance to work as anon -porous storm shutter assem' p.pgrr j N.99 Standard. NO.44 try,.. • ��� PRODUCT EVALUATION IMPORT NO 17 0311R 07 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 17-142. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 17-142. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 17- 142. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 17-142. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 17-142 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). iau....••.. i'Q'��ER A. TJd�j " T" ��� �.: � �,�C ENS: •-., °�� T I L I ECCENc. TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. September 18, 2019 FILE COPY Mr. Tim Robinson REVISION Managing Partner Global Protection Products, LLC. REVIEWED FOk 4800 SW 51 Street Oe-Tz tiltecoGaol.com. FL P.E. Licence No_ 44167 FL C.A. Lkerm, No. COM719 19-070 RECEIVED Davie, Florida 33314 CODE COMPLIANCk JUN 16 2020 ST. LUCIE COUNTY Permitting Department 5t. Lude County Re._ State of Florida Approval Drawing #17-142. Additional limitations for use of Component "9A" (sleeve=spacer) for 24 gage Galvanized Steel Storm_ panel installation into wood frame structures. Dear Mr. Robinson: As per your request, following are additional limitations for the use of spacer component # "9A" for panel installation at existing wood frame structures. These limitations are an addendum to limitations already indicated in approved Drawing # 17-142 and shall be strictly enforced. Spacer "9A" may be 1 'Xi" Long if the following additional limitations are complied with: (1) installation is .limited to a one story Buildings with 15'-.0 Max mean roof height (this is a restriction from any building height currently indicated on sheet 11 of approved Drawing #17-142) (2) Anchors going thru component''W (panel mate female ID or panel mate plus) shall be spaced maximum at 6'/" O.C. (this is a :restriction from 12'/" O.C. Spacing allowed on sheet 6 of approved Drawing # 17-142) (3) Max 24 gage panel length is limited to 66" at any opening (this js a restriction from larger panel lengths allowed on schedule, sheet 11 of approved Drawing # 17-142) (a) 1 '/" Long Spacer component # "9A" shall be as indicated on sheet 2 of approved Drawing #17-142. Installation of 1 Y long spacer "9A" shall be similar to detail 2W , sheet 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fax: (305) 871-1531 6 of approved Drawing #17-142, and its valid only to wind zones 1, 2 and 3 as deferred by ASTM E-1996 standard and the 2017 (6'Edition) of the Florida Building Code_ Sincerely, President Tilteco, Inc. c (� 0 vI 0 00 c VGINLfWL IVUICS MUD FOR REQUeR .ICE crn - 7 ...... 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEI4 VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (Gth EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DARE / BROWARD COUNTIES). DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED. AND FOR A DIRECTIONALITY FACTOR KD=0.85, USING ASCE 7-10 AND SHALL NO EXCEED THE MAXIMUM (A.S.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17. 1 R. IN ORDER TO VERIRY THE ABOVE CONDITION, ULTIMATE DESIGI4 WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 & 17, 18. IN ORDER TO VERIFY THAT ANCHORS ON THIS P'E.D. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS WIT USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015, STORM PANEL'S ADEOUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICA14 TEST LAD OF,SOUTH FLORIDA REPORTS #0814.01-01 AND J0219.02-09, AS PER SSTD 12-99 & ASTM E 330-02 STANDARDS, AND AMERICAIJ TESTING LAB SOUTH FLORIDA REPORT #1123.01-10 AS PER TAS-201 AND TAS-203-PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE FLORIDA BUILDING CODE. 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES S14ALL HAVE 3105-H14 ALLOY. (C) TO EXISTING WOOD (LAIN SPECIFIC GRAVITY 0;- U 55 LAIN 1: TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDE%, INC. �14-1D PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4"e LAG SCREWS PER N.D.S. 7/16"0 x 5/8" WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. C.1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2" AND 2' FOR ELCO PANELMATE PLUS AND PANELMALE FEMALE ID. C.2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2". NO THREADED PENETRATION INTO STUCCO SHALL BE C014SIDERED AS PART OF THE REOUIRED THREADED PENETRATION. C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8". 1/4" 9-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL, A14CHORS SHALL BE LOk ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN CA). C.2) & CA) (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL, ASTM A-653 GRADE 00 MINIMUM. G-60 GALVANIZED 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 THROUGH 5) EXCEPT THAT HEADER5© &® SHALL NOT BE USED. STEEL DESIGNATION W/FY- 92.2 ksi (AFTER ROLLED). 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 9. 1T SHALL BE THE 'RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. BUILDINGS. , 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL, WITH 36 ksi MINIMUM YIELD STRENGTH. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TD E%IS_ 71NG POURED CON R 0 PCON- ANCHORS AS MANUFACTURED BY I.T.W. BUILDER, INC. (Min. E-3192 p.sA.) 1/4" 0 x 7/8" CALK -IN ANCHORS. AS MANUFACTURED BY POWFRS FASTENERS INC. 1/4'0 x 3/4' SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. (Min. C-3000 p.s.i.) #14-10 PANELMATE FEMALE IO & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 1/4"0 ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS, INC. A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4': 2" FOR ELCO PANELMATE AND 1 3/4" FOR 7AMAC NAILIN ANCHORS. A.2) CALK -IN & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT 114TO STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, A14D 1" MINIMUM FOR WALLS WITH NO STUCCO, AND 14AY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, BUT WRH WING NUTS. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A2). TO EXISTING CONCRETE BLOCK WALL ASTM C-90: IaI�- 1/4' O'TAPCON ANCHORS AS MANUFACTURED BY I. T. W. SUILDE%, INC. ' 1 ` 1/4" 0 x 7/8' CALK --IN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS INC. 1/4"0 X 3/4" SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. #14-10 PANELMA7E FEMALE 10 AND PANELtATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. m 1/4" 0 ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS, INC. :EB.1) M.INIMUM. EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAMAC NAILIN ANCHOR, INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". m 8.2) CALK -IN & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8" INTO THE C014CRETE BLOCK. UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2' LONG !MINIMUM SHOULD STUCCO EXIST, AND I" MINIMUM FOR WALLS WITH NO STUCCO. TB.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE 11111 STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENDONED IN B.1) AND IN 8.2). ZZ 0 m 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90", AS PER SECTIONS 1. 2, 4, 5, 6 AND ALTERNATIVES 1W, 3W & 4W ON SHEETS 4, 5, 6 & 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 11. THE INSTALLATION CONTRACTOR IS TO 5EAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (0) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED By THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM. THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED 014 THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR TI1E PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL -SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (nj THIS P.E.O. SHALL BEAR THE GATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFES510MAL ENGINEER OF RECORD THAT PREPARED IT 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEUNC TO COMPLY WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE. ' c '% - - No. 441,67 .ti a j ,l 14 (� OR19P: FLORIDA c39t7 nPECO, InC. I L E C O T N c. BUILDING CODE (Non High Velocity Hurricane 24 GAGE GALVANIZED STEEL STORM PANEL Zone IRAm GLOBAL PROTECTION PRODUCTS, LLC. 4050 S.W. 51 STREET °NNE, R JMI PHONE:(954)699-7e45,FM: 1954)151-.797 °°DAB 7 TILUT TESTING E: ENGINEERINe COMPANI I- I..x. ]I- ]4 S✓. A. Nlet°4 Ge4]G5. A. ]].]e vnw.:(]O])e7.-130,fa..IN.......... EB-0005719 WALIFA ti RUJI Jf.. P.E. RORNA Uc. Nt67 I7-T42 DR4W0& N. rt m ouesvnx, rt ] a/N . SWEET I of Is .500" I 7.750' CL -,yEMMEO EDGE DETAIL A COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2=1") ' 15A25' (TOTAL WIDTH)----- 1 ---12.500' (EFFECTIVE WIDTH) - (�'-2.187" 1/4` (TYP.) I 1 .250"r, 1.350" I I .374" r (-••1.350"� �1.500" I 1.250' Do- I .188"-1 �' .UB6" tlnr 0.024' M9N. THICK n GALVANIZEn STEEL �],375'AST.DB4" 1.71. GRAB80 AM MINIMUM TYP. i `"� z.Doo' j O84" - 1 NO I G-60 GALV. HEMMED 250' ) 2.125'. 1 s7. 1.0115" 48' EDGE -L 1 I __ 01 STORM PANEL r L __i " 1350" I ___. _. _ ____. , . ___I I .375" _ .0134) PANELS DETAIL A SHALL BE INSTALLED ALWAYS FROM LEFT TO. RIGHT W/ 1/2' LEG AT END AT LEFT SIDE OF PANEL PANEL'S ENO LIP "L, IV/ HEMMED EDGE. 0.250" HEMMED , -� L_ ISOMETRIC VIEW DETAIL A ROUNDED CORNER 0 ENDS OF PANEL'S r-_._2376•-_---� END LIP W/ HEMMED EDGE. (N.7.S) 2.5DD' r 1-� 067" .072' (IYP.) D" 2.124- 1.250 SLEEVE 2 1 f�MAX. LENGTH F-2.11GII 1--2.548" 1=.118" O O7 REV "H" HEADER ® "U" HEADER 1.Dso e 9� SLEEVE 1" MAX. LENGTH 0.270" zoo' IT 1.47" 1.625' JzOD• .133" .957' I 1 = ";...085" SO KH0WASHER 3EY L 105-14154 ALUM. ALLOY 2.000' 125' (TYP.) .-. I" MIN. TO 5' 1.1-- .374" `--3.000' 6061-76 ALLOY 384 2001 F-" .311" .656' .150. ,6710' .082' MIN. 1.671' I J-- i - 2.000• a p 125 B.'1 088' 11.000 "\ n .123' .'•p• rAlI1J. ®® MIN. O ® .250" (TYP.) 2"Ir 9 �• 1-_. Dso" L -2.000'- 1 ' L1_ SEE SECTIONS .250' _ MIN. .204` 13 BUILD -OUT "F" 14 BUILD -OUT "F" TRACK 15 & 5® WASHERED WINGNUT TRACK ANGLE (ZAMAC 3 ALLOY) 10 ANGLE o. 44167 * , 1/4'e-200/4' -� .750' S.S. STUD RNUED .125' j To VLE O6Z.. 1 OR O iT 1/2' O.C. ). (MAY BE REVERSED) .G6B' l.soD" e SEE AIL 7 1.SCD"--I 125' 2O "H" HEADER (g) -E- TRACK ® ANGLE WITH STUD m- TYP. BOTTOM CAGE OF PANEL 0.024" (Min.) GALVANIZED STEEL ' Y _J 0.375¢ ��I415 0.250•0 15 OR 5® L .125" DETAIL 1 © KEY HOLE AT PANES -.75D" .813' 1 (TYP.) 2.000" R. a.1w- 3.750" I i I.750" 250" (TYP.) 11 "TACK 12 PANEL HANGER (1 1/4" WIDE) (USE ONLY FOR E-Z HANG STORM PANEL SYSTEM) 6053-TB ALUM. ALLOY FLORIDA BUILDING CODE (Non High Velocity Hurricane ZonL C7017 DLTECO, NO. 24'GAGE GALVANIZED STEEL STORM PANEL "'L DR- BY: IL E-1 C. Q TNa, GLOBAL PROTECTION PRODUCTS, LLC• oe/min Gor: STING C ENGINCEgINO COMPANY S60O S.n. 5' 5 , L ]146 FL33$4 (m) ...-iat PHONE: (954)60-7615, FAX: (951)409-e791 ) 7- 142 E9-DOD6719 r mama DRAWIc IIO: "011 A. 1 Lffl 1.14 .1 Pi. m w7G 16 ROflIOA Lit, 14167 rt SHEET 2 OF 18 $INGLE PANEL5a UNRESTRAINED AT TOP OR BOTTOM WLTH TRACKS n2OR68) MAXIMUM PANEL LENGTH "L+" OR %-" (ff.) 0 MAXIMUM AS.D. DESIGN PRESSURE RATING CONCRETE & WOOD INSTALLATIONS t 20.0 12'-0' 12'-0' 25.0 I2'-0' I1'-B' JO.0 11'-8" 10-9• J5.0 To'-10" lo'-0' 40.0 TO'-1' 9'-4' 45.0 9'-6' e'-9' 50.0 55.0 g'_7^ g'_0• 60.0 8'-.T' 7'-7' 65.0 8_0' 7•-4• 70.0 7'-B- 7'-0' 75.0 7'-5' 80.0 7'-2' 6"-7' B5.0 7'-O' 6'-5- 95.0 6,-9' 6'-0' 100.0 6'-5' 5'- 11' 1050 6'-3' S'-9° 110.0 - 6'-7• 115.0 - 5'-6' 119.6 5'-5° RETE CONCRETE BLOCK & WOOD (t) SINGE PANELS (D REMRAINED AT EACH END WIT_ H TRACKS (Z - Ili - 0 &t �ifA ,OR D. DIRECT MOUNTED AT EACH FND* MAXIMUM PANEL LENGTH ®,13Or1Ci "L+" OR "L-" (ft.) 0 MAXIMUM A.S.D. DESIGN PRESSURE RATING CONCRETE & WOOD INSTALLATIONS t 20.0 25.0 12,-to' 11'-7° .70.0 I7'-8' 10'-7" J5.0 In'- I a" 9'-9' 40.0 9'-6' 9'-2' 45.0 9'-1 ° 8'-7° 50.0 8'-7' 8'-2' 55.0 8, 3' 7._9. 60.0 8'-0' 7'-5" 65.0 7'-B' 7'-2' 70.0 7'-5- 6' 11" 75.0 7'-2- 6'-8' 80.0 7'-0' 6'_5• 83.0 7_0" 6,-J' 90.0 6=9' 6'-I' 100.0 6'_J• 5'_7' 105.0 6'-J 5'-4' 110.0 115.0 - q'_I0• 119.6 ¢•_8• MAXIMUM PgNEL LENGTH ('^) MINIMUM SEPARATION TO GLASS SCHEDULE WIND SPEED g 170 m.p.h WIND SPEED > 170 m.p.h UNRESTRANED RESTRAINED UNRESTRAINED RESTRAINED 30 OR LESS 1' 1' 6' 6 1/4" >33 TO 90 1° 1" 7 1/2" 7 1/2' >90 TO 145 I' 7" 7 1/2" 7 1/2" 1145 TO 168.3 t' i' - 7 1/2" MINIMUM PANEL LENGTH 0n) FORA GIVEN MOUNTING CONDITION 1.5"XI.S" BUILD -Our BUILD -OUT TOP DIRECT "h• •N• STUD .F° T•' TRACK F' TRACK BOTTOM MOUNT HEADER HEATER ANGLE TRACK ANGLE W/9IOE 10SlIRES CW/SSIDDES - DIRECT MOUI¢T 46" 32" 32" 35' 55" 50° 50' 4 I.5`X1.5' STUD ANGLE 35" 32- 32" 32° 42' 36' 38' O3 "I'" TRACK 55' 32° 32' 42" 67' 60" 60, 1 BOLD -OUT P TRACK ANGLE W SIDE CLOSURES 50` 32° 32" 38° 60' Sfi" Sfi' 1 WUILS [LOSL1aQ5CX S0' 32° 32' 3B° 60' 56` 56' D.M., 30' O OT® GAP 1 /4, 3/4, 4/5, 5/5 & 6/5 1W/6, 2W/6, 3W/7 & 4W/7 A -il r ' 1/4O-20X1" 1 ® ® EA. OVERLAP! i APPLICABLE) �Ll I.RI 1 1 3' MAX 2/4 1/4, 3/4. 4/5, 5/5 & 6/5 1" MIN. 1W/6, 2W/5, 3W/7 & 4W/7 ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 &11) REGULAR STORM PANEL T ELEVATION 2.687" N.T.S. 1/4' M.R. GAP (MAN. OVERLAP of WHOLE VALLEY) 77 SECTION A -A I N.T.S. NOTES: I(1) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSIIIVE A.S.D. DESIGN LOAD. L-: MAX. ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENGTH: GIVEN A POSITIVE A.S.O. DESIGN LOAD, DETERMINE MUIMUM PANEL LENGTH 'L+" FROM SCHEDULE GIVEN A NEGATIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH "L-" FROM SCHEDULE. FINAL MAXIIAUM ALLOWABLE PANEL LENGTH IS EQUAL TO THE MINIMUM DETERMINED PANEL LENGTH BETWEEN °L+: AND 'L-'. (3) SEE SCHEDULE BELOW FOR MIN, PANEL LENGTH FOR POROSIrr OUAIJFICANON. r INSTALLATIONS INTO WOOD ARE LIMITED TO z 95 p.s.f. TAM. A.S.D. DESIGN PRESSURE RATING 1 Q�L1LF�`TS �Jl1P[ �1 FUR MAX. A.5,0, DESIGN LOADS & MAX, PANEL LENGTHS FOR 1 D/.5.mF)ICC�*'mF,i A15 USED. No. 4416E `. I U2017 OL1C0. wli. IL-T LIEC07 w BUILDING CODE (Non High Velocity Hurricane Zone 24 GAGE GALVANIZED STEEL STORM PANEL M'L DRR,N BY: .ORAL PROTECTION PRODUCTS, LLC, DB/UXOAE/17 : 4800 51 STREET 17-I42 DRA.- rre: F 1L -- PRONE: FA PHONE. (95E)699-7X1], FAX: (961)689-8797 SHEET 3 01 m INSTALLATION DETAILS FOR REGULAR PANEL C1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES EXISTING POURED CONCRETE EX1571NC POURED CUNCREfE r OR CONCRETE BLOCK REQUIRED. OR CONCRETE BLOCK I REQUIRED. CONCRETE ANCHORS _ I CONCRETE AI ON .1 (SEE SCHEDULE ON t ._ (.'' � (SEE SCHEDULELE ON SHEETS 9 THROUGH 10)bI/2" SHEETS 9 THROUGH 10) ( EXISTING POURED 1--CONCRETE BOR L ICONCRETE BLUCN/a" 1/21 1/4' REQUIRED.V ;VIC,._5.6. ERMFAOBLiSMAX. w 1s a 6 I/{• o.c.MAX. CONCRETE ANCHORS E.D.(SEE SCHEDULE G EDSHEETS 9 THROUGH10 1'EUiI.EO /4•a-mn• I n I ears W 1 : 1Hro-zu.r SEPARATION %T i G oraaN+ I�n. �s�eDLrs w I E'j ' j I TO CLASr . j l I ME TOR PXdl, I I SEPARATION I (usE rat PAYS I I -.,� TO CLASS. ItNC1,1 wLR 7-fi' EXISTING (SEE SCHEDULE I I U1cM aER Y-6'1 "L.. IMna. II (SEE SCHEDULE GLASS —� ON SHEET 3) H� --I 1 1 I PANEL LfNGTH j� ON SHEET 3) � -------1 I 1• � I I I (SEE SCHEDULE -L- jioX IMin. SEPANA71ON I I 'L" IAofI. CONCRETE ANCHORS 1 I ON SHEET 3) II I PPNEL LENGTH I TO GLASS. I PANEL LENGTH 1 --1(SEE SCHEDULE - I (SEE SCHEDULE ON�i--�'- I (Ij� I (SEE SCHEDULE I I (SEE SCHEDULE I ON SH ET }) SHEETS 9 THROUGH 1 � I 1 I I II I ON SHEET 3) ON SHEET 3) I GLASSEXISTINGli I I CLASS II I I 1 I I �- I I •a-2D,,• 1 ,�•� ..Ep<..,1 IMAX Is. xEX xuD COLTS I W/�S O 6 1/a• O.0 I I 1 E.I • .t I I _� I I L.: l I I I I EU 1 I 1)2- 1 1 . 1 EXISTING POURED I ( ! 1/4',1' HEM WA9NEA xEto CONCRETE OR I i 0 12 1/2" CONCRETE BLOCK MLOE. T. ECIT- o9 REQUIRED. I • �; 1 O--�O--ED—I I/4"-20,1. 6.9...5. W/ NIII t{ Q 12 I/2" O.C. I� ALTERNATE J 1" 1Ain. =- I { ! LEG LOCATION ALTERNATE CONCRETE L EXISTING POURED CONCRETE CONCRETE ANCHORS ANCHORS OR CONCRETE BLOCK REQUIRED. J (SEE SCHEDULE ON STAGGERED W/ STUD SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHEETS 9 THROUGH 10) BUILD —OUT MOUNTING WALL MOUNTING SECTION 1 SECTION 2 SCALE 3/8=1° SCALE 3/8-1" P N DTI((/ NOTE FOR COMBINATION OF SECTIONS; NO. 44�67 E.D. EDGE DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 &. 10) COMBINED IN ANY WAY TO SUIT ANY -O INSTALLATION. 90�.''• (Q �D,,.� - Qwcrn4n I r i I i EXISTING. 1 50R G(A59 ' OF "L" 1 I 1 I lAAX I 1 1 I j E.D. � 5 O.C. _ I (PS APPLICABLE)I CONCRETE ANCHORS J 1 I ' (SEE SCHEDULE _ V SHEETS 9 THROUGH 18) W/ (0 ONLY 1'IMEN SOLID SET 8' CPLK-M ANCHORS ARE USED & YI/ (fSil. WHEN EY.61WC POURED CONCRETE OA PANEATES ANCHO S Oft CONCRETE BLOCK ARE USED. REQUIRED. _ _WALL MOUNTING /. DIRECT MOUNT SECTION 3 scALE }/a-1" L T FLORIDA BUILDING CODE (Non High Velocity HurriCOne Zone) c2D17 TILTECO. INC. 24 GAGE GALVANIZED STEEL STORM PANEL H.L ae/D1/17 • �L ECQINC. GLOBAL PROTECTION PRODUCTS, LLC. DArc 'L�" �` aBOD 8.w. 51 STREET U11ME, R. 35J1{ TKLIT TESTIHG Q ENGn1ECRING CCMPAHT rl.n..II RMrM WIDIN; R JilE6 \� 131 flan. i Dos) 8n�I•D]9,�f� INI--PHONE: (954)689-75{], FAX: (954)6B9-8797 17-142 4 ED-0D06719 Dmwn V. ml,vio:r art n-911 m/w n SH[Ci a Or 18 j�' YlALTER A. TIWT Jr.. PT.E. FiDRID.O Llc. N18 INSTALLATION DETAILS FOR REGULAR PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE _ ANCHORS LOCATION CONCRETE ANCHORS • (SEE SCHEDULE ON (SEE SCHEDULE ON _ '( EXISTING POURED CONCRETE I SHEETS 9 THROUGH 10) EXISTING POURED CONCRETE___._ SHEETS 9 THROUGH To)% OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED. REQUIRED. E.D. -ALTERNATE LEG I EXISTING POURED - { LOCATION CONCRETE ANCHORS CONCRETE REQUIRED I ': r (SEE SCHEDULE ON SHEETS 9 THROUGHH 1Dj�t O t I/4" _ Ij'' •' �: O __, EO-- EO u'n. t/411' NE% WAS,ILR HEAD _ 1_ I BOID)IX Tx 5CREIY OR r" " I t/4'-TDAt" S.S. IAS. N/ IIVt 1 2• I 1/4•- II MAX. i CONCRETE ANCHOP.S�^ I o IT t/2 o.c. I I'V`Y" —I p I (SEE SCHEDULE ON tp• ! I I II I I SHEfS 9 THROUGH To) I s�s "_""l E.D. i I E.D. I NEKDiiTAO B0.16 —'W�o fi t/1. O.C. , I E%ISTING Ij I E.D. '-".'f I I PANEL LENGTH GLASS) II I � I 3 I 1 I I (SOEE N SHEET 3LL 1, 9 , I I I SEPARATION I I fOR SPPE 9 Ss•BaTs W� AT EA .: I I I TO GLASS. 1 I & SCHmULEO ON SHEETS II I IDrGlll GrEn Yx) i !Min. S ARATION —) (SEE SCHEDULE TO GLASS. ON I I 1/ve-Toa' I I (SEE SCHEDULE I ON SHEET 3) I 1 t/�'o-zOa'OR Sj,5t W t II II •• —{-- - - I L. Mo.. PANEL LENGTH I SHEET 3) tir I ' Ts.,BOuTS Y !it I )LENGTH E—� I SPACER ®j II (SEE SCHEDULE cM�ww Y-6) PAIJEL r>.FN Y-60 I� �Aln. II SEPARATION I ON SHEET 3) i I G I I T� (SEE SCHEDULE I ON SHEET 3) IH . TO CLASS. 1 G1t55 I GIASSEXISTI�I I I p(SEE SCHEDULE ON SHEET 3) I 1 OI? L..._ �I ' d�O F . OFMA%. AA%.SoxE;D. - ®-:. JIIIIII iI E.D. I�PAC NI. GTH I I OY 1II�IIIIII1II - �.,. . CONCRETE ANCHORS V_x• I BOL5 O.C. CONCRETE ANCHORS I MAX. ' EXIST114G POURED I EDGE OF WALL OR SLAB (SEE SCHEDULE ON SHEETS 9 THROUGH 10) =-R al �% (SEE SCHEDULE ONCONCRET SHEETS 9 THROUGH 10) 2 1/8" LONG MAX. ALUMINUM REQUIRED (ALT. CON0IROR) { \J \J SPACERS 6 6 1/4" O.C. VALID FOR EXISTING POURED CONCRETE OR C014CRETE BLOCK ALL DESIGN LOADS AND PANEL EXISTING POURED CONCRETE LENGTHS PER SHEET 3. CONCRETE ANCHORS / (SEE SCHEDULE REQUIRED. OR REQUIRED. BLOCK I 9A T" IAA%, LONG ALUMINUM SPACERS O -E.O SHEETS 9 THROUGH 10) G 12 1/2" O.C. (SEE TABLE 1 ON 8 SHEETS 9 & 10.) CEILING AND FLOOR MOUNTING BUILD —OUT MOUNTING WALL MOUNTING_ZOIRECT MOUNT W/SPACERS (9� OR SECTION 4 SECTION 5 SECTION 6 SCALE 3/8-1" SCALE 3/8=1- SCALE 3/8a1' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) �• Q41 B7 T OTO1T RLtcco, WE. 24 GAGE GALVANIZED STEEL STORM PANEL DRAW, E.D. EDGE DISTANCE NOTE FOR COMBINATION OF SECTIONS: * • IR oe/01/tT (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE '; W ,i 1 L E C O EMc. GLOBAL PROTECTION PRODUCTS, LLC. SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY , a4 s„LUT TESTING & ENGINEERING COMPANY 48pgNE.lJit t]liSTRE� a n.n..tew a4 sti, aw, NAB+w awuns, n nlar INSTALLATION. _ O •'•., CO 1�; •\ice Lr( an.n. , (`m) nt 1>�,�f«..µ (�aay err-:mr PHONE: (9S4JfiB9-A45. FAX: (954)669-e797 T 7- (42 EB-0G116719 a. .'°' r'�E GR4NtIK: Ne: WALTER A TILLrt ar.. P.E. an a-a1x mIDVn m FLORMA Uc. 0a4tfi] n SHEET 5 or tB I WOOD 2"X4" WOOD PLATE RFOUi INSTALLATION DETAILS FOR REGULAR PANEL (j) _ ' INTO WOOD STRUCTURES 1/, III i I �III WOOD ANCHORS ',11 (SEE SCHEDULE ON SHFFT 11) II � ( / WOOD ANCHORS ' I (SEE SCHEDULE ON 1/4• IAA%. SHEET 11) I� I /2" , '- YIOOD HEADER 7 I I REQUIRED 2" M'n. I�LI I I I � Min. jil I i i III f ARA 1 SEPARATION TO GLASS. (SEE SCHEDULE I I PANEL LENGTH 1 ON SHEET 3) I I (SEE SCHEDULE 1 ���- —1— •e6ZiT�s'w� ON SHEET 3) ssr1�� ( Min. SEPARATIUN I I I TO C1A55. I I 1/4'o_=p,1• 5.5. E. NEAU nm W IS O 6 1/4' O.C. r ( ` (SEE SCHEOULE� ON SHEET 3) 1 I/s•o-aan• 5.5. BOLTS W� —1i Fl. G/fiaN+ T-- ( 1 I (=- FOR PAID. In+Gm OILR 1-6') EXISTIN-I GLASS 'I PANEL LENGTH LENGTH I I I I SCHEDULE (SEE ON SHEET 1 FOR I? 5 X SPACER II I SPACER I OF 1" I I LEI4GTH MJA%. EO I I O EO _ __ I MAX. LONG ALUMINUM SPACERS fi I I I "LSHEET • MAX. i! I 12 1/2" O.C. (SEE TABLE $1 ON SHEET ll.) I PANEL LENGTH I (SON EE SCHEDULE 3) __— PANEL MATE FEMALE ID OR PANEL MATE PLUS (SEE SCHEDULE ON SHEET 11) 1 T FA O.Tf6AP I 1 Min. I I , I (use Tp9 aA.xJ 1 SEPARATION E%ISTIN 1 I tvc M. 7'-6- EXISTING T TO GLASS 1 1 2"A4" WOOD — II WOOD ANCHORS STAGGERED W/ STUD (SEE SCHEDULE 014 -" SHEET 11) , II WALL MOUNTING ALTERNATIVE 1 W SCALE 3/8-)• GLASS —',-(SEE SOHEOULE ( I PLATE REQUIRED 1 ON SHEET 3) i I DIRECT MOUNT W[ SPACER t� 1 ALTERNATIVE 2W' 5 SCALE 3/8=1" u i I I ® 12 1/2" D.C.+ SEE TABLE #7 Dry SHEET 11 FOR MAX. PANEL LENGTHS & ED ��I , i I NAY_ A.S.D DESIGN LOADS FOR THIS INSTALLATION. I EO 1 I' _ Y/DOD ANCHORS STAGGERED W/ STUD (SEE SCHEDULE ON SHEET 11) P-- wooD PLATE REQUIRED WALL MOUNTING � DIRECT MOUNT ALTERNATIVE 2W SCALE 3/8=1" NOTES, NOTE FOR COMBINATION OF SECTIONS; 1. 114STALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR COMBINED IN A14Y WAY TO SUIT ANY ALTERNATE 2W) INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL * NOTE, 1" MIN. SEPARATION TO GLASS INDICATED ON SHEET 3 MAY BE REDUCED TO 1/4" AS LONG AS THE FOLLOWING CONDITIONS ARE COMPLIED WITH: (1) MAXIMUM ASO DESIGN PRESSURE RATING IS f60. -65 p.R.f. (2) MAXIMUM STORM PANEL LENGTH IS 72." (3) STORM PANEL INSTALLATION IS ONLY INTO AN EXISTING WOOD FRAME WALL. (4) INSTALLATION VAUD ONLY FOR WIND ZONES 1. 2 & 3 PER ASTM E 1990-06. c1917 nLTEco, Inc. 24 GAGE GALVANIZED STEEL STORM PANEL W.L. CRAWN er. AL PROTECTION PRODUCTS LLC. T GLOB °e/OJ/n vntE IL ECOINc. 4600 S.W. 51 SIREET O-E, FL JJJ14 1IL4T TESTING & ENGINEERING COMPAN u w9 LAS I4Y. JeO,, i4 iN. lOf. VA604 II..UI P6en. , (w51 ONE wccU DO) 611—I91 ' EB—OOGtl]1Y PHCNE: (954)659-7545, FAX: (954)699-6797 1 %- 42 ORATNIp No: P.E. SFAL/SICNANPE/DALE SKEET 6 OF 18 YlALTER A TILUT Jr., RE FLOR'. Uc. 0 "19] INSTALLATION DETAILS FOR REGULAR PANEL INTO WOOD 4"W (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL _ ALTERNATE LEG --LOCATION ADEOUACY OF EXISTING WOOD ' BEAM TO BE CERTIFIED BY --- EO--EO. REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. t WOOD ANCHORS ALTERNATE WOOD ANCHORS (SEE SCHEDULE ON (SEE SCHEDULE ON -'- 1 Min' `- 1/S-x1- nu wASN6R nrgD SHEET 11) SHEET 11) ,� :.,.. :: EO—I EO , n '( rely emlDEz rE..1— OR E0 E0 11/4^ - •_ •• -. 1 if 1/2" I .., 5.1. IA.S. YI/ NVI O121/2. O.C. 1 MAX. EXISTING 1 8 I I I _-1 O WOOD HEADER REQUIRED 1/2" - 1 GLASS I T I I WOOD ANCHORS / ` 1 I I 1H'P-2Da• YI515 0 8D16oc i (SEE SCHEDULE Min. � E ISE SHEET 11) Min. I I-ASS..(S TO (SEE -I SCHEDULE 1 SCHEDULE I O I I/4'.4D.r• i 1 ON SHEET 3) S3. BOLTS W I j 1 I �f -ram (IAI Na PA its1 DL I I Min. SEPARATION TO GLASS. 1--(SEE SCHEDULE ON SHEET 7) j i I/a•c-zD.1- •L• j,1A7( 1 I larnl I I 1" MAX. i 5.s Bolts w 1 AT rA or PANEL LENGTH -- I PANEL LENGTH 1 , (SEE SCHEDULE •__ 1 EXISTING I I (USE FOR PAIR (SEE SCHEDULE LOON OVER 7-5•) ON SHEET 3) ter---- I ON SHEET 3) GLASS—� I I I 509. 1 I 50% �O MAX. i •� n' n I_ � MAX j , ® 12 1/2" D.G. I I I NO FIIJISHI I I I EO 1/2" I r —J ALLOT'/EDP- I I I 1 .. j I/4.0-2DA1• EOHQ HEAD e0. 1/4- ac. 2"X6" WOOD I' ti -- ---- -� DECK REOUIRFO WOOD ANCHORS __._._._ _ 2"x4" vlODD PLATE ftEOUIRED - •`WOOD ANCHORS (SEE SCHEDULE ON 3/4" (SEE SCHEDULE ON SHEET 11) _I SHEET 11) I ----2- Min.— CEILING AND FLOOR MOUNTING _ ALTERNATIVE 3W BUILD -OUT MOUNTING SCALE 3/8=1- ALTERNATIVE 4W SCALE 3/6=1" it k �9l= NOTES,E FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NOTE FOR COMBINATION nF ecr•n0NS; T No, 44167 ti 02017 TILIKO. C. TOP & BOTTOM MOUNTINGS CAN RE 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. COMBINED IN ANY WAY TO_ SUIT ANY DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS AS PER SCHEDULES OIJ SHEET 3 ; : �O E yq GAGE GALVANIZED STEEL STORM PANEL GLOBAL �E DRAWN Br: ae/0T/17 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: ••. T IL C O IMC, PROTECTION PRODUCTS LLC" r WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC -9� p � ••�l,111 TILLIT TLSTING 6: ENGINEERING COHPgNT "Turn... J1t2 . el.. xA YfcorAPceuTloces, n »Ice ADD S.W. 51 STREET 0AWE. R 33314 OMW DENSITY OF 0.55 OR EQUAL. � aY � m". i nml en-mw . . , ) In_15a PHONE: (05A)6e9-75N, FAX: (951)fi89-B]B] 17-142 _.......... •11 tilt. Ug6/OAIE ..... _ wl..,e.a:ea Ee-0006719 VUJJER A, TILLR Jr.. P.E. urw.la 1 ¢D II-mt m]mnr a OMWDq N.: END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR LIFE SAFETY & E—Z HANG STORM PANEL(1) SYSTEMS POURED CONCRETE, CONCRETE BLOCK OR 2'x4' WOOD rRAA� POURED COUCRETE. REOUIRED CONCRETE BLOCK 0 2'x4' WOOD FRAME PEOUIREO CUT- P—r'.1"I �TIPCON ANCHOR AUn ' O 12" O.0 O a VARIES —3�-T Sv Sy vvvv 99 2' Y 4' % 125' 3105-H1d OR 6063-T6 ALLOY --1 2 1/2 CONT. ALUM. ANGLE MiN. 1/4' a BOLA _ O 12' O.C. W/JACKIM CASE A (PLAN) SCALE 1/4"-1" 1.5% (MIN: PANEL OVERLAP BEYOND OPENING WIDTH) _POURED CONCRETE. CONCRFTE BLOCK OR 2%4' WOOD FRAME REOUIRED % .'J DISTANCE I CASE E (PLAN) SCALE 1/4"=1' 8 .® ,(D ,gl OR POURED CONCRETE, VARIES CONCRETE BLOCK, OR s tw ®1 O 2'a4' "Coo FKANE & REQUIRED (I IL..-0 OR® u u I I� 0 0 < L <73R I 2 9 M.x fl oD TRACK If --_ 'IAaro�1 a 4- x .072- 3105-1414 OR B063-TB ALLOY Cant, W— ANGLE CASE B (PLAN) SCALE 1/4•=1" 2 1/2" I 1/4'o A l 3/4' TA- 1 2 1/2' AfICHOR O 12" O.C. II 1 2' r 2' x .055' TO TERIIAIE LE0 LOGATION 2' x 5' A 055' COLT. ALU)A. PNGLE OR .OBO' 3105-1 154 SHEET MCIAL ALUTA. BENI PLATE .{�7 M �� i/4w i j .CAP CASE C (PLAN) SCALE 1/4"=1" POURED CONCRETE, 1 " •® '�7 .`l OR CONCRETE BLOCK VARIES II 0 2'a4' V1000 FRAI.IE 5• MTx� I ® CL RCO(UIRER 8 � VARIES — © 'O OR® 5" IA.. �9—_-- --I If�,TRACK _ p (TIP.) m 1/4•o-0m ss. Bous a(qT nA91EFD) NN9N9T a fi C 6R 0-2U WaOAY B IL h LOGY. 11'IL'<F'� A•T�4�j4i 2' a 3' a .093' 3105 H-14 OR 6O6]-i6 ALLOY CONT. ALUM. — ANGLE WITH 1/4-0 • I 3/4' 1 TAPCON 0 12' O.C. J m r m1H. ` �O POURCO CONCRETE, CONCRETE BLOCK OR 2'a4' WOOD FRAAIE REQUIRED CASE D (PLAN) SCALE 1/4"=1" 5000-5ET OR CALK -IN OR ELCO PME0ATE POURED CONCREJE_ EM511NG TRIM AT MmALE 1O ANO CONCRETE BLOCK I iUP. DUTTON OR PANEDAATE PLUS (SEE OR 2'x4' 1YOOD I 51DE5 OF OPENING SCHEOULE ON 5H ET5 9,' FRAME REQUIRED I AS APPLICABLE 10 h iIE A 1 1 11 -O BENT W/ ANCHORED FROIIT A REAR FIAT FLANGES PARALLEL TO WALL (NEVER CUr END PANEL) CASE F PLANS SCALE 1/4"-1" tyo, 441 CASE G (PLAN), SCALE 1/4"-I" VALIO FOR DIRECT MOUNT INSTALLATION ONLY & CERTIFIED PANEL INSTALLATION AT WALLS VI/ SURFACE LEVEL VARIATIONS WITHIN 3/4- FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone c2017 ROECO. INC. 24 GAGE GALVANIZED STEEL STORM PANEL w'L DRAWN Br: GLOBAL PROTECTION PRODUCTS, LLC. 48DD S.N. 51 STREET DAVIT. n- 33314 °eDAT: pAr; �+ �L E C 0 INC. ICSTINO N ENQINEERING CONPANT 4Iw 3p>, Lmp44A 4xxp[Ap, R »I4fi : (ic4)�elr-Ifipo . Pw : (1pp) ep,-rvl PHONE: (954)BB9-]545, FAT: (954)689-8791 1 %-142 • EB-D006]19 DMYAIG Nv: m nALTEN A TILN A., P.E, FLGRIDA Lic. 4416] u-4u mYwR SRET.T B OF 1B VALID ONLY FOR PANEL 101NSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) SEE SHEET " FOR ANCHORS TYPE k SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. + IAINIMUM ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR E.D. LESS THAN INDICATED ON SCHEDULE REDUCF ANCHOR SPACING Rr MULTIPLYINC SPACING SHOWN 011 SCHEDULE By THE FOUG"NG FACTORS. FOR THIS OPERATION TO. BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE. ANCHOR TYPE TAPCON GUt_IN 6W0—SET PEE TE P TE �y�—NyUN MINIMUM ANCHOR SPACING (In.) ] J ] ] 2 I/r 2 1/2 MINIMUMEDGE CONCRETE (In.) J ] 1/2• ]• J J I/r D15TANCEIE.B.) cm-w'IEaL= .l ACTUAL EDGE DISTANCE (E.O.) FACTOR ---- --0,91 2 1/2• D.50 .78 31/2• nwz. vWLT VALID WHEN SPACER(J IS USED. SEE TABLE jet FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ® IS USED MAX. AS.D. MAXIMUM ANCHORS SPACING FOR LAIN E.D. PER SCHEDULE BELOW DESIGN PRESSURE TAPCON SOLID —SET PANELMATE PANELMATE RATING FEMALE ID PLUS ZAMAC—NAILIN CALK IN (P.5.7.) ,Ry�.pD IGOtICNFfEI,...._Icnw-e..d_ '. 1__SY__I m I ]p I — I ro I -_ I — +45, —45 TO +65. —65 ........... No. 44167 +RL A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'_g• > 40 PSF TO 50 PSF 6'-2- > 50 P5F TO 60 PSF 5'-10'• W/OLID MAX PANEL VALID O SET ANCHORS & W/ Q SPACER AT INSTALLATIONS 1�TI 2O.C. SECDOHS MAXIMUM PANEL & ANY LENGTH OIABIHATION 1 OF THEM (TL) 5'-6' OR LESS >5'-6' TO 9'-6' c2017 mTixO, INC. 24 GAGE GALVANIZED STEEL STORM PANEL ---... M.L oRAwx Br: L I E C O Tnc. GLOBAL PROTECTION PRODUCTS, LLC. MMINO 0 ENGI URIN° COMPAHT <E00 ].vl. 51 S1REE1 DAr V-) eil-lfN . ia.: U° fN3-fiai]fao PmoL pNacO c'a pgYlE, FL }]J1< PHONE: (9S4)SB5-7545, FAX: (954)6B9-8797 17-142 E6-0006719 WAL7FA A TILUT Jr., P.E. wrt .R fa-a)3 a/uAN OMWII+C No: FLORIDASNCCI 9 Of 16 --� Ism uca(L,ry f'KLSSURF_ RATING .s.f. AND CORRESPONDING MAXIMUM AblQH0R SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) SEE SHEET II FOR ANCHORS TYPE k SPACING FOR INSTALLATIONS INTO WOOD FRAME BUIL➢INGS * IAINIUU)J ANCHOR SPACNGS AND IAINIMUM EDGE DISTANCE ARE INOGATED ON THIS SCHEDULE. FOR E.D. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOMNG FACTORS. FOR THIS OPERATION TO BE POSSIBLE. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THIN IAINII.WM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCNEOULE. ANCHOR TYPE 1/!�OFI/4'. 1/4'd 1/4"° 1/4'° 1/4'dTADCON P.WEY FEMME ICI _ PANEIJI,VE PLUS TAMAL-NMUN _ - .. CW(-INMINIMUM ANCHOR SPACING(in.) ]] 3 2 I/]' t 1/zMINIMUM EDGE CONCIIM (in) ] ]' ] ] 1/z- (E.O.Omxo>mE BLOM Gn. 3 J 1/z J I/z' ] I/4 3 1/z' ,1DISTANCE { ACTUAL EDGE DISTANCE (E.D.) FACTOR 2 t/z_ - ]- D.et -- O.aD a50 - _ - 0.50 _ ._ _ - D.]8 I.DD.. 3 1/7` - - I,M _ 1.00 _ - LaD'-- D.6J -LOD. . •" SPACINGS ONLY VAUD WHEN SPACER Q9 IS USED. SEE TABIF #I FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ® IS USED >+75, -75 TO +119,-119.6 oil A: Tit MAXIMUM ANCHORS SPACING FOR MIN E,O. PER SCHEDULE BELOW APP TAPCON SOLID-STo ET PANELMATE PANELMATE 7_AMAC-NAILIN CALK -IN FEMALE ID PLUS TO T i0 & A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS W-B. > 40 PSF TO 57 PSF > 50 PSF TO 60 PSF A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ 99 SPACER AT 12 1/2" O.C. MAXIIIUM PAIEL LENGTH (IL) 5'-6' OR LESS >5'-6' TO 7•-5' TLUKUUA 9UILDING CODE (Nan Hlgh Velocity HUrr!cane Zone) Cz017 TILTECO, INC. NO. 24 GAGE GALVANIZED STEEL STORM PANEL * ' DRmn! er: IL E C O 1NI:. GLOBAL PROTECTION PRODUCTS, LLC. °"o°J�11 •(�, t{ ULMT TESDND 4: [NGINEEflING OUNYANT 4e00 5.1%, 51 9I m DA IE, FL ]3114 rl1 11 vao.. , 0.) °]t-I5]o . Fu : (;]I en-I]]I PHONE: (954 )689-75<5, EN{; 95{ 699-BT91 1 7-t 42 1E� EEI-0006719 Nsvlvr o4rt ltwnm OIWT,iN"u N°: WALTEfl A. TRIR Jr.. P.E. ¢n l6-at] m/mIN FLOflp)q Ue. 4416] cln SHER t0 OF 18 (VALID ONLY FOR PANEL 1Q INSTALLATIONS AS PER ALTERNATIVES 1WITHRU 4W, ON SHEETS 6 & C PRESSURE TO MAXIMUM MAX. A.S.D. MAXIMUM ANCHORS SPACING FOR E.D.SIGN = AS SHOWN ON SHEETS 6 d4 7 APPLICABLE RATING ALTERN4TI� TAPCON LAG SCREW PANELMATE PANELMATE LENGTH PRESSURE (P•%T) g ANY TO MAXIMUM FEMALE ID PLUS WOOD BUSHING 'C COIFBTMEMN RATING iAPCON (P e•1•) aTEP.NATIVE PANEL LAG SCREW PANELMATE PANELMATE LENGTH 13' 13" 13'(TOP) FEMALE ID pLUg 1YOOD BUSHING COMBIId4TION 13` 13" 13" 77' 13` 13" OF THETA (FL) 13" iS" IW (80Ti0M) 13" 1 2 6 1/2° 6 I/2" 6 I/2' 6 1/Z'• 13' 1}` IY! (TOP) 1J" 13" 2V7 (i0P) B (Bpli.•) 5'-0' 6 1/2` 13" 8" 1W (BOTTOM) 6 7/2" 6 1/2" B 1/2" 6 1/2" 2"' (TOP) B' B" LESS 7., B° B" - 5 1/4" 12 1/2" 6 I 4" 7, 1/2" � / 2W (BOTT.•) 5'-0" - JW IBDTTOM) 13 13 13' g° B" 31Y (TOP) LESS g' g^ +45, -45 4W (TOP) OR 13' 13" 13" 13' 13 - 6" 3Y! (BOTTOM) 3 13` 13" 4W (BOTTOM) >+45, -45 LESS 13° 13' 13' 13" 6 1 2" TO 13 13" 13" 417 (TOP) 1J 13" IW OP 13' 13" +75, -75 13'• 17 13" 4Vf (BOTTOlA) 8' 1W (BOTTOM) 13" 1/2" 13" 13" 2W (TOP) - 6 1/4" I2 1/2" 6 I/4' 2W (ROTE•) >5'-0' 6 1/2" 1J" 6 1/4" 71'I (BOT1013) 6 1/2" 6 1/2" 6 1/Z' 4 1/ 2' 4" 6 V! 6 1 1/2" 4 t/2' 7' 6 1/2' 21'! (TOP) 12 1/2" fi 1/4" 2Y! BDTTl S• ( ) 0 7" - SYf (BOTTOM1I) I/2" 12' S' 12' 7 1/2" 7 1/2" - 3V! TOP To 5 1/2" g^ ( ) 7' -5' 4" 4Y! (TOP) 73" 13" 13' 13' 13' B 1/2° B' 31Y (BOTTOM) 12" 13" 4W (BOTTOM) 13 ` SEE TABLE #1 FOR MAX. 13" 13" 13" lU' 417 (Bartel.+) A.S.D. DESIGN LOADS &MAX. PANEL LENGTHS WHEN SPACER (B IS USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 'SEE TABLE }j1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ® IS USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 BLE �1 AAD MAXIMUM PANELLENGTH 6'_B"SF M 6'_2•'SF 5'_10" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FEMALE ID OR PANEL MATE PLUS ANCHORS & W/ SPACER AT 12 1/2" O.C. 1�'TJj --. 4 r•�/T✓C LTIIIT�GP Y ,p EN = \1 �P^' .0 S� "•' t i FLORIDA BUILDING CODE (Non High Veloc)fy Hurricane Zone) No. 44167 t a2m7 NLTECO. INC. * ; 24 GAGE GALVANIZED STEEL STORM PANEL � ILI ECO1fic, GLOBAL PROTECTION cfL.Wf4 fir: PRODUCTS LLC. �-Q�Q• -" •• \' 111 TSILL1� TEBTING k E"GIN[MRING COMPANY 4110D S.W. 51 STREET vn ei�-,ems' = r, ylae aANC. R. 32314 VAIL 6 1 �•"�j1 OTii v iefioa) � f410NE: (954)etl9-7345. FAA (954)669-9797 W-0006]19 oraaca wrz � 17-142 •Il. .. VI7yiER /. lllllT J/.. P.E naR1a4 Lic. 441fi] �' 1>-sn m/w/O �a wR OMMIAL NR: SHEET ,1 OL Ifi ---ANCHORS (SEE SECTIONS d ALTERNATVES ON SHEETS 13. 14, 15 k16) R-1A/13, R-2A/13, R-3A/14, R-1B/13, R-28/13, R-3B/14, R-1AW/15, R-2AW/15, R-3AW/16. R-1BW/15, R-2BW/15, R-3BW/16------------ ----.,.... -- ----- ----- — — -- 0 0 0 0 �________________ J L_______. 3° MAX. 1' MIN. i V01)__ { L/2 1/4"m-20x1" S.S. BOLTS W� i � ' I I , I ' ilf (USE FOR PANEL LENGTH i I I I ,I° L O OVER 7'!,I i I I O 1f I PANEL LENGTH '{REGULAR STORM PANEL j I i REGULAR STORM PANEL i.'1 I I i I 8'-8' 0 +4D.0. -40.0 p...l. LIFE SAFETY STORM PANE ' .) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _': I _ . (Y!/ OVERLAP MR) PANEL LENGTH BOLT) L- - - - - - - ---f 7'-6" 0 +50.0, -54.0 p.5.1. J (Y!/O OVERLAP LAID PANEL LENGTH BOLT) /4'0-20c,,. I I - - - I - - _ - ^ - , '-1—` - USE 2'-8' LAIN, PANEL LENGTH TSFA OLTS OVERV1 1 AT ALL MOUN,INGS ------------------ it NOTCHES AT ST p -"-r. .._ ___� _ , .. .. _. ___; { G" LOCATION 0 LIFE SAFL�'V )'r2%� -7 i PANEL BOTTOMCORNERS I LJ,pJ i o I I 1 D.M.. 3O. I , �Y I 4 Or I -OVERLAP- LOVERI J V i I YANG I4UT AT I EX ERI A I vnNc 14uT AT LEFT PANEL RIGHT PANEL 1" LAN' R-1A/13, R-2A/13, R-3A/14, R_ 3"'MA)C [��IIEEVII'P S WLT VALID FOR WINO 1B/13, R-2B/13, R-3B/14, t" MIN. O 170 m.p.b. R-1AW/15, R-2AW/15, R-3AW/16. R-iBW/15, R-28W/15, R-38W/16. --- ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14. 15 &16) _ LIFE SAFETY STORM PANEL M ELEVATION (t) 1 /4" MAX. CAP REGULAR 2.-1 SCALE I STORM PANEL UAIN. OVERLAP �1 YAN]IF VALLEY) r'O REGULAR •:.,___._____�_.EL STOR6A PAN r_______________ _ ! _____-�____. uAx, CAP , 7t - , OVERLAP LIFE SAFETY PANEL'��CENBF'••.,9 = -:-- • FLORIDA BUILDING CODE (Non High Velocity HUrrieane Zone No. EXTERIOR a 92017 BL ECD, Luc. 24 GAGE GALVANIZED STEEL STORM PANEL N'L * °O ' I L E C O ll,c. GLOBAL PROTECTION PRODUCTS, LLC, OBpg3/1'' SECTION A —A 9 '' V TILLIT TESTING h ENGIHNEERINa CaMPAHT /800 B.W. 51 6IPEE1 $GALE 1 /4"a t ° !C/� '� \� 11 63f] H.R. ]Cm. 64 GAME, FL 33314 " :• 4^� ,G• ,1 rmn•:Ocsl�lx �c•� s)etl-,:>, PHONE: (954)669-TS45, FM; (954)659-6T9T 17-142 P.E-SF �iLglE E9-0006T19 ®vna art DMotn9 N. W170A' 0. TLLA JA, P.E. s-e1T m/m N ,n iLGRiDA Oc. 4<16Y rt SNEEi 12 Or ,9 INSTALLATION DETAILS FOR LIFE SAFETY PANEL TO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4"0 TAPCON EXISTING POURED 1/<"0 TAPCON EXISTING POURED ANCHOR 4 S' O.C. i CONCRETE OR 1/4"0 TAPCON EX15TING POURED I! ANCHOR ® 9" O.C.—CbNCRETE OR I/9'0 7APCON FOISTING POURED CONCRETE BLOCK I CONCRETE BI OCK ANCHOR E9 9' O.C. ONCRETE OR ANCHOR ®9" O.C. CONCRETE OR REQUIRED I REOUIRED. CONCRETE BLOCK ` �' CONCRETE. BLOCK REQUIRED. -,. REQUIRED. ) i - 1/2„ ( MAX. /z° MAX. I / " It/a' I /z" /4 E.D. I I i E.D ! 1 I I I ---I I I I I I E.D.• i I EA* 1, 11 I 4•e-zG.l- IF -SEPARATION I i - II I I B t" Min. I EXISTING �I , 1 I ss. mus y EXISTING JI TO GLA55. I I ,/<•4-zo.l• 11 I I 11- SEPAHATIO I GLASS u u artmA� GLASS IL__ •. s BrnTs ry II /4"o-z0e1• EXIST / ' T ( USEf� PA,� • EXISTING ;'T $.5. tlOLTS W 1 GLASS , / I I TO GLA55. ,_I_ I V.ro-zG.r R—� AT EA aKflIA CLAS$--II _ , 1 AT FA OIDiA� IL� _- AT EA. BOLA W,1 (USE Fool PN1 '�--� II I 11z—, EVO, T-c) I II / I II ^? I I uNcm ortR 7-5-) II I I PANEL LENGTH '�---� �"MAXII I "L" hUU(. II /• I / 'r'-'--'— 6` PANEL LENGTH II I u 7. `L" ham. II Z' (SEE ELEVATION 11 I I (SEE ELEVATION I' A I PANEL LENGTH D---Y 6' PANEL LENGTH II I` .Ain. I I ON SHEET 12) II ) ( ,� ,, .(SEE ELEVATION R I I IT -SEPARATION I I II ON SHEET 12) II I' .,fin ( ON SHEET 12) it I (SEE ELEVATION II TO GLASS. I I I ( II I I II --SEPARATION ON SHEET 12) II I I I I ji, I I II TO GLASS. I I I II I 1 I 1 I II L)z j t I 1 i i 6 3 E.D. I E.D f E.i ! i i I , E.D.• I I I I Q I I r 5 i I aclz 1/Y i /! I I a tz I/Y acED 17 EV 4 0 9 1/z- a.G. .012 TAPCO� �/4"0 TAPCO� •I (' I ANCHOR 8 9' O.C. � L 1/4"0 —1111 ANCHOR (D 9' O.C. •4.0 TAPCON ANCHOR ® 9. D.C. FOISTING POURED CONCRETE OR ANCHOR ® 9' O.C. I FOISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR �• ONCRETE BLOCK REQUIRED. -CONCRETE BLOCK REQUIRED. CONCRETE BLOCK REQUIRED. FOISTING PVURED CONCRETE OR CONCRETE BLOCK REQUIRED. SECTION R-7A SECTION R-18 SECTION R-2A ® REGU eR PANE. c ® LIFE SAFETY PANEL ® REGULAR PANELS ® LIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/8=1" WALL MOUNTINGS SCALE 3/8=1" SEE SHEETS 15 k I6 FOR ANCHORS TYPE A .SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. ANCHOR TYPE 1/4 a TAPCON MINMUM. ANCHOR SPACING (InJ J MINIMUM ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE FOR E.D. LESS THAN 04DICATED ON SCHEDULE REDUCE ANCHOR SPACING OY M.UUIPLYING SPACING 914O17N oN SCHEDULE BY THE FOLLOWING FACTORS. YMrNGAInA toat OIETANR1La.l - Concrete Iin) 3 Cnnrt4te B:ai (InJ J mac EDGE wwm im) FACTOR t i/9• ---•---...... O.JS -- FOR THIS OPERATION 70 BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN __ E 1/l• OE1 IAINI'UM SPACING INDIC.ATED'FOR EACH ANCHOR TYPE ON THIS BEHTDULE 0.90 J• A. D1li FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone .2017 RLTECO. INC. 44167 i w 24 GAGE GALVANIZED STEEL STORM PANEL GruwN ITr: �. E �', Q LHc. GLOBAL PROTECTION PRODUCTS. LLC. 08/0/ 7 '`�1\v TILLR TESTING h ENGIN[EPING GOHPANT <WG S.N, 51 STHEET v G 5 ff"IP,n, itN. st. sm..fpf, YwOryN 4uIaU15, ry ]]laa GAME, n- 3JZ1 • i (9e57 ?1�tS59-tea .cal cN-11X1 PHGNE (954)689-7A45. FAT: (99/)EB9-679T 17-142 'tY /(L�� p4 E0-oaae7ls A ORRWtnG tlo: SHEET uor TB 71L w•v.TEN A. ntur tc,41fi] P.E -a71 m7w7n E- iLORIGA . Lic. 4 I NJ I ALL.AILION DETAILS FOR LIFE SAFETY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4"0 TAPCDN EXISTING POURED ANCHOR 0 9' O.C. F. CONCRETE OR 1/4'•0 TAPCDN EXISTING POURED CONCRETE BLOCK - ANCHOR 0 9" O.C. I jI CUNCREIE OR ' REWIRED. I CONCRETE BLOCK �•iREQUIRED. . I r - � i. { 1/2" 1/4" .J .. MAX. II 1/20 1/4. t MAX. E.D.• I i E.p i I I II i" Mill. W -'SF.PARATION- II TO CUSS. u I. I EXISTING PpUREOI E.O.• CONCRETE OR CONCRETE BLOCK REQUIRED: 1/4"0 PANELMATE PJ.US ANCHOR 0 12 1/2" Q,C, I I I ' I i I 1 �E- 6. 90t16 Yx� ' At fA OAA{P 9 (usE nst rn�u � L I.IV[. I PANEL LENGTH (SEE ELEVATION 1 i Of, SHEET 12) I � I I I j I I 1 L/z I I I I � I I I rJ I C 12 1/T Oc )I i I 1 1 SECTION R-3A ®-REGULAR PANELS SEE SHEETS 15 & 16 FOR ANCHORS TYPE h SPACING FOR I TALIAn0N5 INTO WOOD FRAME BUILDINGS. MINI!)UM ANCHOR SPACINGS AND MNIMUM EDGE DISTA14CE ARE INDICATED ON THIS SCHEOUM FOR E.D. 1E55 THAN TH INDICATED ON SCHEDULE REDUCE ANCHOR SPACING A By MULTIPLYING SPACING SHOWN ON SCHEOR THE FOLLOVANG FACTORS- FOR THIS OPERATION TO BE POSSIBLE. REDUCED SPACING OBTAINED USIt:G FACTOR SHILL NOT fiE LESS THAN MINIIAUTA SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE. ANCHOR TYPEfFAMR NELMATE PLUMINIMUM. ANCHOR SPACING (In3nMA (inJrrele B'xtACTAL EDGE DWANCE LED.)3 1/2' _ _._ I I I I I � II 1" Min. I - SEPARATION II II TO GLASS, 1 I 1/4'o-2m1' =- .S. dUt15 w 13 Ir---.f All EA wEdud'' EXISTING GLASS D , I T PANEL LENGTH II I (SEE ELEVATION II 1 ON SHEET 12) I I ) I I I EXISTING POURED E.D.• CONCRETE OR I I I CONCRETE BLOCK „1 S REQUIRED. I (BEroND) 1/4'0 PANELMATE Pus SECTION R-3B ANCHOR (BEYOND) ® LIFE SAF TV PANEL _WALL MOUNTINGS SCALE 3/8=1- t�T1�P� :\CEHISAc•:'�� No.44167 k.r-, FLORIDA BUILDING CODE (Non High Velocity Hurricane ZonE Dzo,T nLTECD, Ir1e' 24 GAGE GALVANIZED STEEL STORM PANEL H.L DRAWN BY: 1 L E C O 1IN c. GLOBAL PROTECTION PRODUCTS LLC. + D6 oAT, 4 ENGINCERINO COMPANY 4800 S. 51STREET E: +feSNNO s Aw, vA9rn c.notA>. rt )),tA Iwsl mr-raw . ru : (ws) nr_rwr FLW. DAME, ]]]14 PP.GNE: (95x)6d9-T545, .� tn.m9ad..em EB-VVU6]lP WALTEA A. TILLR Jr., P.E. u.0 FAX; c2 (994)EB9-6T97 1 %-142 ORAl= Nx FLURIOA UP. 4416) Ia-mx m/m/n 6NGET I<Dr to INSTALLATION DETAILS FOR LIFE SAFETY PANEL Cj 1 INTO WOOD STRUCTURES Ili tY000 HEADER I,t; ,.., REQUIRED II YlOOD HEADER I', _ WOOD HEADER itI REQUIRED t REQUIRED WOOD HEADER REQUIRED _ IZ4"m TAPCON I ,r �4"m 7APCON ' I; III ANCHOR m 9" O.C. ANCHOR ® 9" O.L. ' 1 4"m TAPCON - I 4'0 TAPCON O.C- ! r'il ANCHOR YZ B" i•I i;l �Ij ' j, ,i; 'ANCHOR 0 9' O.C. II( 2 i H- ) 1/2" 1/4- I MAX.j 1/2" {t/c" : j 1/2' ! 2.r!�AA%. _ 11/l1NL. Mn. 2' j 1/2" 1/4- MIn. illl I I IIII 1 I ) I I —i ... I J I I Min. III 21- MAX. . I 61 n. I!ji I 1 I II I I II I I I/4•m-2a.- II 1 4 J-2S.1' I u iT'- -'ss. SOLES w� II I E%ISRNC 11 U- /' i -II I Vao-2o.r CUSS II I /•' I I Tsa`eaLTs ar u. mrqu E%I$TING II 1 I/4-o-2on' I SS Sous w t (USE rOq PNIIL I GIASSNG 11 / GLA$$—,i I uS�BGLTS WM� I I'1.--1/ �.._' Y- _) II HN Panti EXISTILJG II I AT EA or 1 I ) II I U1m1x PEA 7-6' Ir GLASS 11 I II I I 1 0 / I "L" MAX. II 1 1 ) II r "1----1 '� 1 II ,• I - —.� "L" !A .. 11---�,! 6• PANEL LENGTH 11 II t I "L" tu. PANE, LENGTH II / ELEVATION .j 11 EPANEL LENGTH I(O$NEESHELVATiIO2)N I ON SHEET 12) I PANEL LENGTH II 6-(SEE ELEVATION (SEE ELEVATION11 ON SHEET 12) ON SHEET 12) II 1mia I I I II I" Min, Ir—SEPARA.J 1 ' II 1• lAin. 1 II --SEPARATION-- II TO GLASS. I L%2 I II ---SEPARATION j jO j II TO CLASS, u I I1�1 �l TO CUSS, I~^I 1" Min. , O f L/2 p TOT$$tI I q� o u IJ/r I I /r I 1 5 3 6" EQ. . u.!I i me i. / 1 I I ace I/z I I EQ. EQ. '( .I '/2 1/a9-zory)�/wv 1 '� I ! Bobs w/1 °.n. E0. . .!_�J �/��� 3 II j 4 PLATE WOOD o I2 i/z a.c. E0. �_-..,1... 1/2• 1/4.e- o. 3 2 ' I! I 4"0 TAPCON I I'I 6. NC% O. M.S. t I 1 4"0 TAPCON REQUIRED • I ,, ' Boos W/y5 ANCHOR ©9" O.C. _ 1 4"m TA ON 2".4" WOOD -I ':; o I2 1/2' o.c. ANCHOR ®9' O.C. STAGGERED W/ SUD AIJCHOR tD 9" O.C. PLATE STAGGERED Yf/ STUD ATE REQUIRED _ 1 4"0 TAPCON PLATE 2"c4" WOOD ANCHOR 0 9' O.C. RWOOD \ REQUIRED — PLATE REQUIRED .Y. ALTERNATIVE R—TAW ALTERNATIVE R-1BW ALTERNATIVE R-2AW REGULAR PANELS -9 LIFE SAFETY PANEL ®REGULAR PANED ALTERNATIVE R-2BW WALL MOUNTINGS ""Ifli..... - ® LIFE SAFETY PANEL $CALF 7/8-1• , III''/�P.11. T/d am'' WALL MOUNTINGS 4,I P~�� (/p✓ :n SCALE 2/8=1" :•'VCENS' •.,,� L FLORIDA BUILDING CODE (Non High Velocity HUrricane Zone) y9IE5; -• ` No. 44167 1 ? =xv17 mrco, INC. 24 GAGE GALVANIZED STEEL STORM PANEL I. INSTALLATION ARE 014LY VALID FOR A.S.D. DESIG14 I oRAmu �.: PRESSURE RATINGS (P.e.f) AND PANEL LENGTHS AS * aS/oa/v PER ELEVATION ON SHEET 12. '0 ' IL E C O Ine. GLOBAL PROTECTION PRODUCTS, LLC. erg; 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 4LLR r2sTINc h CMGINEERING CONPANT <Soo s.w. sl MEET MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ��• t1� 444 o:m. 61- 5i^ J05• • 9..m.91, R alnc 0. S. PL mM DENSITY OF 0.55 OR EQUAL. --- J '"'"' 15551 °1-15'0:m°J7 ci'-�„ PHONE: (954)6e9-1545, FA%; (951)6e9-�9i 17-142 •P.E: •- (A(' Ee-0110671D wrt ORAwm Nm: WALTER A NLLR JI., TTnPom Dr. 441 G] rt SHED i50r IB 2"v4" WO PLATE REQUIRED INSTALLATION DETAILS FOR LIFE SAFETY PANEL In INTO WOOD STRUCTURES li fl QUIRED WOOD HEADER II REQUIRED 4"m TAPCON r IuCHOR 0 9" O.C. I/4'm TAPGQN 1 Ill ANCHOR ® 9' O.C. :III/2" I� /4�.1 5. BOWS W�j T a LA Jm m, P77BL G+clx o4N 7-6•) I L' MAX. PANEL LENGTH (SEE ELEVATION ON SHEET 12) LI2 13117 Oc PANELMATE. PLUS R 0 12 1/2. O.C. ALTERNATIV a —yew ® REGULAR PAN LS _WALL MOUNTINGS SCALE 3/B=1" NOTES: 1,,LLLP,G I. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.DESIGN PRESSURE RATINGS (p.S.l) AND PANEL F:NO LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOODMEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFICDENSITY OF 0.55 OR EQUAL. II i" Min. n.il 2"A4"WOPLATE REQUIRED ALTERNATIVE R-38W ® LIFE SAFETY PANEL I/a•P-son• � AT9 BOLTS W�� AT U. PhA 1 I "L' I4Ax. fi• PANEL LENGTH (SEE ELEVATION ON SHEET 12) I 8 iGc PANELMATE PLUS R U 12 1/2" O.C. FLORIDA BUILDING CODE (Non Hi h Velocity Hurricane Zon6 C2017 TILTECO, INC. 24 GAGE GALVANIZED STEEL STORM PANEL DNAWf! BY: IL E� C O ,N�. GLOBAL PROTECTION PRODUCTS, LLC. 08%°17 iTlg G 4 ENGINEERING COMPAHT 4800 S.W, Sl 51RLF1 iosl�eil-1 o �i : �' rt 551m pANE, FL 33314 , 4 ) n'-1171 PRONE: (954)BBfi-75a5, FM: (954)669-8787 1 %-142 ®-CM6719r VI/LTFA A IILLN Jr., P.E. � w oaovnw an 15-OII m/W/N m yn DRAvnn7 No: RORIpA uc. a41B7 6.an H6 OE IB EZ1 /18, EZiW/18 (SEE SECTIONANCHORS —3" Mo.. E21 & ALTERNATIVE E2IW ON SHEET IS 9 (SEE NOTE 2) =3" Mo..� kl4%I' S.M.S. 1 11 W Oi" u(n.l O CH ENO , / 1 O F(A)NOTE (SEE OF 7) 2) i 1/2• O -p - - _ 1/2" O O bi O o POP 6RIYETUMINUM Cl —ram— I 'k LAST PANEL(j) TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE TTOOBEOED INSTALLED FROMW/ REAR N IN -SIDE: OF STRUCTURELE TO FACILITATE iAILATION IF INTENDED _ 12 AT 2 PER .I PANEL N_ Imo_ (END PANEL) I (INTERIOR PANEL rT �T T 5D7. SEE NOTES 2, 3, 4 ) (INTERIOR PANEL) (INTERIOR PANEL) t� OF I I I (END PANEL MAX. (U. DEFINITION OF SFRI S I ) 1 — .to . T HANG OP & PANEL SYSTEM SEE NOTES 2, 3, a COIJSIS7ING OF PANEL + Cont. TRACKS TOP & BOTTOIA, -A 6'-0.. (2). ENO PANELS SHALL ALWAYS BE CONNECTED TO 1 MAX. OTHERWISE A STOP BAR Q SHALL BE PROVIDED BOTTOM TRACK AT TOP OF SUCH A I PANEL LENGTH PANELS. +/_ 40.0 p.s.t. 1 (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION BOLTED PANELS W/ 1/40-20x 1" SHALL CONSIST OF 1/4"D-20x3/4" M.S. W/ 7/B"sz3/32" WING 5.5, BOLTS WS ® EA. OVERLAP I 1 NUT OR 1/4"Dx3/4" Mirl. THUMBSCREW INTO TAPPED BOTTOM _ (SE EI SEICTIOINS AS APPLICABLE) I TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO V 1LJ_J 1 1 I I gdR I EXTERIOR FLAT FLANGES OF END PANEL. OF "L• (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM JJ_L1LJJ_LLJJILLJJ_ y MAX TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO o IJIL LJILIJ ILLJJ_LLJJII�IJ_I_L1JJ PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS I I INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. 1" Min. N TE 3 (bW/1� o SEE 1 3" Mox. —'--" AN NOTE 3 (SEE SECTION EZl &ALTERNATIVE E21W 014 SHEET IB) —��� I INSTALLATIONS ONLY VALID FOR WIND EZ1/18, SPEED UP TO 170 m.p.h. EZiW/18 Tvnl^ • I . - -- - SCALE: 3/32 "=1 " I,001iAiii '> Tit( P 4441"667 C2017 nUmo, wc. --- """ •"y" velOClty HUrrIC One Zane) 24GAGE GALVANIZED STEEL STORM PANEL M•L L 1Ne. GLOBAL PROTECTION PRODUCTS, 08/01 °6/01/17" INGS& ENOINEeERM W�INO COMPANY]]106 v ]v5. Y]IP]Ex9, R LLC. 4eoo smY SI 51 REFT Mr.. 11 W1-ISW��ro, (�wl CI,-lNl DAY�E, 33314 FL FAX: FHON_ (954)689-7545, FAX: (g64)Ee9-eTg) TER A TLIR ],., 7L .R P. LOPopA Uc. 44167 wR wq 10"� °IiWll a 17-142 DRRWXo Na: 6REEr 17 or,, ' a�. NSTALA�ON DETAILS FOR SERIES 2000 E Z HANG STORM PANEL n INTO POURED CONCRETE CONCRETE BLOCK AND WOOD STRUCTURES _ EXISTINGPOURED CONCRETE OR CONCRETE BLOCK I REQUIRED. ' 7 4'0 7APCON ( ANCHOR 0 12' O.C. TAPCON ANCHOR ANCHDp ® 12, O.C: •• 1,— '-� " �---" g14x 1' HEX HEAD TEK SCREW ® 4" FROM EDGE OF WOOD HEADER REQUIRED _ '� 1 I'-^� ' iI' _—�14x1" HEX HEAD TEK / 1 / �'- $GREY! a 9" FROM. EDGE OF I � A1in rl, 1, I/A'A-20.1' I - -� I 1/2- .�..T Ss 9OLr9 Wv�l II q FA alDSAP II I j I 1/Sb-20.1' D S.S. BD' I ' '—I ' II 1' Min. II-SEFARATI I I 1 1 I 0 6 1/a' II I I%2' I EXISTINGII TO GU55. S. GLASS II I I 3/16'0 ALUMINUM POP f E%ISTING_II—SEPARATION I I-3/76"D II I I j RNV GLASS II TO GLASS_ I I ALUMIm111r ^^ rp MAX. F7 —1 PANEL LENGTH * S.S. em 1' .11__ I w,Q II AT 0LT5 a aJ6asP II T• IAin. I ! R-- PARATION 1 11 GV55. I 1 II 1 I 50% II --SEE I /4'0-2ox'e" OF •L" II TO I THUMBSCREW 11 I II I --II '/7• LV. 1, 1/2" EQ. Z 1/4'o TAPCON EXISTIIG POURED ` ANCHOR 6 12' O.C. CONCRETE OR _ CONCRETE BLOCK REQUIRED. _•. _•^_ WALL MOUNTING SECTION EZ1 WALL MOUNTING SCALE 3/8=i" ALTERNATIVE EZ1W SCALE 3/8=1" S 'k MIN. PANEL LENGTH �" `XN : CENS''••.,`�Q 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESICI4 SHALL BE 2'-6" ? . NO. 44167 PRESSURE RATING +/- 40.0 p.s.}. AND S'-O" MAX PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �• MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 9 'S DENSITY OF 0.55 OR EQUAL."O�� •.�G(Inp1. \�r,�4J AiC 1 I RIVET 6'-0, MAX. —1 PANEL LENGTII P-20.2' MBSCREW 509. OF V j/4'O TAPCON ANCHOR O 12' O.C. 2".4" WOOD FLORIDA BUILDING CODE Non High Velocity Hurricane Zone c2517 vLTEcO, n;c' 24-GAGE GALVANIZED STEEL STORM PANEL YL DRum sJ: IL E C O INc. ' GLOBAL PROTECTION PRODUCTS, LLC. 08/03 11 LIT TESTING 4 ENGINEERING CONPpNT 450D BAY. St STEELY Il.w.:Lln. 54, el,. J9A YJt41fA Otip(6T, R 75146 vnvn•, (.1051 6i1-„»D•` u<c,v(m„ps) eel-O5r MNE, ti 55514 PHONE: (954)669-7545, FM: (954)N6-8797 17-142 dr4 ort DMWDa No: WArED-DT19 LI)M E. A. RLILUR Jr., P. iLON1DA Lic. f 4416! au ie-m7 u/m/Ir SHEET 18 OF 19 572 10