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HomeMy WebLinkAboutRevision; Storm Panels ShuttersA p FILE COPY REVISION .OFFICE USE ONLY: ' )� DATE FILED • PERMIT # iiA°Ci ��` T T -. �_ _ t ..�1 .�� �Co/ REVISION FEE: RECEIPT # PLANNING. & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE 4621353, FL 4982.5652 P� ✓Gti �PFc�rG� ee APPLICATION FOR BUILDING PERMIT REVISIONS 3e`4''90 �lp� PROJECT INFORMATION �C,�Ad O LOCATION/SITE o�P'� ADDRESS: �. DETAILED DESCRIPTION OF PROJECT . REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #; ST. LUCIE CO CERT. #: BUSINESS NAME: U QUALIFIERS NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIM[E): FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTEME: STATE: ARCHITECT/ENGINEER INFORMATION: lz l FAX: ZIP: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: SLCCC: 9123109 Revised 06130117 RM"N 11/1312019 Florida Building Code Online I 1 rv�rL d, 1 r x lax,: t* P n f 1 it t tilt T"Ci d3'S r, 1 a �s(r.`.�ia -01 - .• ...... .... '?...: _.�.. r._..a.::a.:v 3..a.:.te_.:.s¢.?,_;c° n: 'i"+ 8cis Hare Wg rn Uzer Beglatra[lon Hat Toplis N\HI�uVU5E0.� Wblic Usrr dbB r� /:=:1:701 Product Approval SabMt S-harge Stets a F— pubDraanne �M41RJKk4N:1'r10.Vi"wr":k1fa61.�i+16dIQiiV.1h4ZUiW_M1I] contort Ilr eers Site Nap u— Search I Pr,ftd 4Rproval Mgn4> Proputt nr A DI'c-AHnn Search > [Rolication I lot > Appllealtlan Detail y� (,, � FL •Gls"xaCr,CltltelEa"s '= FL # a y FLI5076 RS I SD-7 C Application Type Revision' / 1, •.{ Code Version 2017 s �. Application Status Approved Comments Archived I I Product Manufacturer Global Protection Produ[Lc, LLC. Address/Phone/Email 4800 SW SJst Street #100 Davie, FL!33314 (954) 689-7545 tim.roh Insan@g ppent. corn i Authorized Signatura Tlm Robinson tim.robinsen @g ppent. tom Technical Representative Tim Robinson Address/Phone/Email 4800 SW 51st Street Davie, FL 133314-5537 ' (954) Ga9'r7545 tim. robinsan @g p pen t.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panlets Compliance Method Evaluatlonl Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received i 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 Validation Checklist - Hardcopy Received Certificate of Independence F115076 '5 COI GLOBAL PROT alnhl PROD11rTS DRAIN 17 143 CERTTFICATE OF:INDEPENDENCE.PDF FLI5076 RS COI GLOBAL PROT r_ bl EBODUrTS n17-142 [ERTIFi :ATTON OF INDEPENDECE.PDF Referenced Standard and year (of Standard) Standards Vear ASTM E330 2002 SSTD 12 1 1999 TAS 201/202/203 1994 Equivalence of Product Standards Certified By hftps:l/6oddabuilding.org/prlpr_app dti.aspx?param-WGEVXQwtDquS73Fr2ZyjPrl36aMugFVFUQT13znEWUZx96Sfi<7Vrlvg%3d)/*3d 1%2 11/13/2019 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary If Products , Florida Building Code Online i Method 1 Option D offl—/2017 09/06/2017 09/11/2017 12/12/2017 i I l, Number or Name I Description ' ge Galvanized Steel Storm /HVHZ Corrugated Galvanized Steel Storm panels retained ar no[ by tracks to provide hurricane protection. UseInstallation rj�AJN, ve ved for use In HVHZ:Yes Instuctions ved for use outside HVHZ: Ves I FLI5076R5'tlCLDBALPROT MaQ PRODUCTSDRA 7GA A ANi Fr1! I Ltt -. eTORM PANEL.POn Resistant: Ves Pressure: N/A Verified ey: Walter A. Tillit Jr., P.E. PE-441fi7 Large missile Impact resistant with Maximum span of Evaluatlon ReportsCreated by ant Third Party: Ves 12-4for+ or-43.8 p.s.f. ASO Design load for regular panels FL15076 R5 AE GLOBAL PROTECT] QN PRODUCTS DRAW 17 (see sheet 8 & to). Maximum span is V-8" for life safety panel 143 PRODl1CT EV" I ter Created by Independent Third Party: Yes and 5'-10° for E-Z hung panels. 15076.2 24 Gage Galvanized Steel Storm I Corrugated Galvanized Steel Storm Panels Panels/NHVHZ retained or not by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes ELI5076 R5 ti CL086L PROTEM N PRODUCTS DRAW 17 ] 47. 74 GAGF GAI VAN!7Fn erpe --- "°E Impact Resistant: Yes Design Pressure: N/A Verified By: Walter -A. Tillit Jr., P.E. PE-44167 Other: Large missile impact resistantwithMaximum span of Evaluation Reports ant Third Party: Yes 12'-0" for +/-20 psf ASD Design load and 13'-0" for+/- 20 psf I FLt 5076 RS AE C ORA 15ROT CTTON PROD CTS DRAW 17 ASD Design load for regular panels mounted without "h" header respectively. See 142 PRODUCT OF FVn t mTT Created by independent Third Party: Yes ^^ ' sheets 3,5,9,10, 11, 12 & 17 of installation drawings for other spans and pressures based on mounting conditions. _ f�]etad.W :: 2601 stair stnne0. d,ahaaern n �)a99 pAen9cn.ap�e] The State of none. )s an AA/FM amployer. C i -d4ht )nANO1l glan, of 11 ;; V�r yy Statwn :: GrrecclM1illty Ctaromant :: Relund statement Tender Florida law, emal addresses are public records. if you do not want your a-Ihail address released in response to a publ'�c- etude Mousast, do not send electronic II b this entity. instead, contact the olnce by phone or by tradidonal mail. II you, lava any 9uesanns, please mnfarf aSodP7.1395. •pursuant [o seCnon ass.775(l), FlOIWe Statutes, of/eGive Octoher 1, 2p12, Ilecosees licensed under Chapter a55, F.S. must DmW& the Department vAth nn eme0 eddncs if they Aeve one. The emella pravlded may be used for Iffulal cnmmunlcatlon with the them— However smell addresses arc public record. If you do not wish tnstpplY a personal address, please provide the napattmant with an emalf nddmss whl& con be made available to the public. To deMrmine If you are a lirs o e under tom,plMaple, a55, F.S., please address, here . Protluct AppMual Aiespie: ®®® Credit Card Safe I https://Roridabuilding.org/pr/pr_app_dtl.aspx?param-wGEVXQwtDquS73Fr2Zyipr1360MugFVFUQTBznEWUZx96SfK7Vdvg%3d % 3d I 212 PRODUCT EVALUATION REPORT NO. 17-030A.07 ! i 2.2. TEST REPORTS: i Large missile impact load tests were performedi 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 Boriz 0219.01-09, dated February 25, P.E. Henry' 2009, sign d aand sealed nbyREdmu do 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. i Tensile test report No. 9CM-198 by QC Metallurgical„ Inc., dated March 13, 2009, signed and sealed by Frank Grate, RE, 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 IE-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 Tilteco, 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 th {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 DocumerJ�,�A,F,,q,j drawing No. 17-142. 24 Gage Galvanized Steel Storm Panel haj�il 91, leliji$�f6ccode compliance to work as anon -porous storm shutter assem @�`` : ;- lrE S1��nos tandard. 4—.1, N0.44's7--:;: A PRODUCT EVALUATION REPORT NO 17 — 07 I 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 I'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 ANDiSPECIFICATIONS: Shall be strictly in accordance with General Note's 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). 441 fib! ZT, L EC INC_ TiL- LIT TESTING & ENGINEERING COMPANY WALTER A. TLLL.IT, JR., PE. September 18, 2019 Mr. Tim Robinson Managing Partner REVISION Global Protection Products, LLC. 4800 SW 51 Street Davie, Florida 33314 Uq - 091 LURa tiltec> @� aolxom MP.E. license No.44167 n, C.A. [.tom PIo. 0006719 19-070 RECEIVED JUN 1 2020 Pe r ittin p LU ie ouar meet ty 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 woad 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".rnay be 1 - 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 "9A" (panel mate female ID or panel mate plus) shall be "spaced maximum at 6 '/'' O_C_ (this is a restriction from 12 '/z" 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"A42) (a) 1 '/" Long Spacer component # "9A" shall be as indicated on sheet 2 of approved Drawing #17-142. Installation of 1 % long spacer "9A" shall be similar to detai) 2 1', 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.(60,Edition) of the Rorida Building Code_ Sincerely, 0 FIF i s i GENERAL NOTES (VALID FOR REGULAR rlFc a PCN c u r. ^ORL P AFL C`; 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE / BROWARD COUNTIES). DESIGN WIND LOADS SHAI.L 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.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17, 1 B. IN ORDER TO VERFY THE ABOVE CONDITION, ULTIMATE DESIGN 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 SHFFTS 3. 9 THRU 12 & 17, 18. IN ORDER TO VERIFY THAT ANCHORS ON THIS P E.D. AS TESTED WERE NOT OVER STRESSED. A 3.1% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENT1014ED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS f0814.01-01 AND #0219.02-09, AS PER SSTO 12-99 & ASTIR E 330-02 STANDARDS, AND APAERICA14 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 6063-76 AUOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SNAIL HAVE 3105-H14 ALLOY. 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL, ASTIR A-653 GRADE 80 MINIMUM. G-60 GALVANIZED 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 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 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: /4 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. (Mm. f'c-3192 p.s.).) 0 x 7/B" 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. (Min. f'c=3000 P.s.Q 29 - #14-10 PANELMATE FEMALE ID & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4"0 ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS, INC. AA) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED C014CRFTE SHALL BE 1 3/4"; 2" FOR ELCO PANELMATE AND 1 3/4" FOR ZAMAC NAILIN ANCHORS. A.2) CALK -IN & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO + STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, I AND 1" MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, BUT WITH LYING 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 SHALT. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A.2). (8) TO EXISTING CONCRE-TF BOCK WAIL ASTM G 90: - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. BUILDEX, INC. - 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 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 1/4" 0 ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS, INC. B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PANELMATES AND ZAMAC NAILIN ANCHOR, INTO THE CONCRETE BLOCK UI417 SHALL BE 1 1/4". 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 1" MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, OR PRECAST C014CRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN ELI) AND IN 8.2). HEVIEWED FOR IDE COMPLIANCE LUCIE COUNTY (C) TO EXISTING WOOD OAIN carCIFlC GRAVITY G 0 55 GIN 1: TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. INC. - #14-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 1/4"0 LAG SCREWS PER N,D.S. 7/16"0 x 5/8" WOOD BUSHING, AS DISTRIBUTED BY;ALL POINT SCREW, BOLT & SPECIALTY CO. C.I) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2" AND 2" FOR ELCO PANELMATE PLUS AND PANELMATE FEMALE ID. C.2) MINIMUM THREAUED PENETRATION OF LAG SCREW, INTO THE W000 FRAME UNIT SHALL BE 1 1/2". NO THREADED PENETRATION INTO STUCCO SHALL BE CONSIDERED TAS PART OF THE REQUIRED THREADED PENETRATION. C.3) MINIMUM EDGE DISTANCE OF LAO SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8". 1/4" 0-21) 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 PRECASI STONE, OR PRECAST CONCRETE PANELS, STUCCO OR IN OD BOARDS BE FOUND ON THE EXISTING WALL, A14CHONS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN C.1), C.2) & CA) (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. B. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING IINSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 THROUGH 5) EXCEPT THAT HEADERS© &® SHALL NOT BE USED. 9. IT SHALL BE THE RESPON51BIUTY OF THE CONTRACTOR TO VERIFY THE SOU14ONESS 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 BUILDINGS. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90", AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATIVES IW. 3W & 4W ON SHEETS 4, 5, 6 & 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING 114STRUCTING OWNER OR TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING (PERIODS OF HURRICANE WARNING. I 11, THE INSTALLATION CONTRACTOR 1S TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVE14T WIND/RAIN INTRUSION. 12. STORM PANEL INSTALLATION SHALL COMPLY WI TIi SPECS 114DICATEO IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 110. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THI5 ENGINEER 15 GENERIC AND DOES NOT PROVIDE 114FORMATION 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. PRONGED HE/SHE DOES NOT DEVIATE FROM, THE CONDITIONS DETAILED ON 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 ANDIWHO WILL BE RESPONSIBLE FOR THE 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. (n) THIS P.E.U. SHALL BEAR THE DAIE AND ORIGINAL SEALI AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION Al STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE, ONE LABEL - SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE. E'• FLORIDA BUILDING CODE (Non High Velocity Hurricane Zonc s No. 441 7 T i F 4 �: p LEI `. OT1�0�•�• v�Llr • ex9n nuEw,InC' IL EC O LNa. 24 GAGE GALVANIZED STEEL STORM PANEL KI4 umm ay.. GLOBAL PROTECTION PRODUCTS, LLC. -B70 S.W. 51 STREV CAYIC. R NJl{ PHONE: (9S{)509-TNS, FAx:(954)5B9-B797 °9/Do]�r7 TIWT iESTNG k ENGrtICERINe- COMPANT nU II.x. ]9u� 51, SLL iw, wW fMpGf, R .V166 vnet.: (:w)enni.W. -usi r., EB-000057xa.xort HALTER A. PAAF Jr., P.E. j FleRIDA Uc. � 4{t B]I 17-142 MW91G DHa: I�1/lEir ju wrt rt � SKER 1 DT 18 [L �AEIAMED EDGE ` -DETAIL A vl. nLvvL.Mn L_tr � JAF C I I 6C G-L I (SCALE 1/2-1") (TOTAL WIDTH) , --12.500' (EFFECTIVE WIDTH) E- --.--6 1/4' (TYP,) r r•1.350" I � 1. DO 0.024' MIN. THICK GALVANIZED STEELASTM GRAD AMNIMUM MEMMEDJ NP•� �� 2.00D" -250" G-60 GALV. EDGE - 48' I 1 STORM PANEI r- L ----'' ----- LA J I-35O"-( O I DETAIL A 1 350' - PANELS SHA LL BE INSTALLED ALWAYS - FROM LEFT TO RIGHT W/ 1/2' LEG AT ENO AT IEFT SIDE OF PANEL PANELS ENO LIP !' IV HEMMED EDGE. n.D.mz• `� t0.05" �- 200' 0�,25D"`�, (/ ---2.591"� / HEMMED ," 1.4I 7" D.625' -- 7s`a t ISOMETRIC VIEW DETAIL A 133"' ROUNDED CORNER ® ENDS OF PANELS 957' I-237B"---I END LIP W/ HEMMED EDGE. - I i (IJ,T.S) 2.500" i 3.7+so 072' i i 091' OB7" 7s0^ O KEY HOLE WASHER (TYP.) 3105-H154 ALUM. ALLOY 2 124' --'� 1. 2I D^ j 3is" O SLEEVE 2 1 /8" MAX, LENGTH •---I 793" I-'-2.000"-= 2.000" 2.548 1m.115" I 125„ L I,O50'D (TYP') O7 REV "H" HEADER ® "U" HEADER O I '- 1" MIN. TO 5' I.lax. SLEEVE 1" MAX LENGTH 10 ANGLE .374'-3.000 6061-T6 ALLOY 384=- _ r,200' I .311" .656" i , 150"-J.275. .OBJ' 1111j1N TIL(/j' �I 2.DOn' -'p 9 1.125' .860' T1 P : -DENS •% 088` I.000Wt 23" a0, �s. I-�MIW. ®� MIN. L^ ®•150" c) L .050" I' o. 44167 y SEE SECTIONS .250" . T L o. MIN. *' 9 ' •. 13 BUILD -OUT "F" 14 BUILD -OUT "F" TRACK 15 & 5® WASHERED WINGNUT ,(' '••...�+ TRACK ANGLE (ZAMAC 3 ALLOY) 2.157"-- 2sD"r r-- I i1.250" 001, I I 3.375' •OBG"I I I ,084" _ .OBII 2.125" 2.3B7--- 2O "H" HEADER I I/4"0-2D13/4' -i,750'jS.S. STUD FINED .374' .125' r-Ta hYGLE D 6 1/4' .188"-�- .UB6' -lI I/ DR 0 72 1/2' O.C. J�0" I ), (MAY BE REVEISED) -1 F- D8B" 1.6I 1" I Ce• 1.015" I SE£ at i 'I-(1YP.)(TYP.) ® ANGLE WITH STUD 0.024' (Min,) CALVA141ZED STEEL f t 0.375`¢ �II�Ti 0.250"0 15 OR 5® T 25" r--- 777 Tm, eoDETAIL 1 EDGE OonF P/JAMEL (3) "F" TRACK LOGE © KEY HOLE AT PANE i.7s0" I .ei3' I •_ 1zs' I (TYP.) 2.000'" R. o.OEr- I 3.750" I I L 750" r 250" (TYP.) -2.000"---I it "J" TRACK! 12 PANEL HANGER (1 1/4" WIDE) (USE ONLY FOR E-Z HANG STORM PANEL '., SYSTEM) 6053-TB ALUM. ALLOY I FLORIDA BUILDING CODE C2017 PLTE00, ILIECO;EH. (Non Hi Velocity Hurricane Zone 24'GAGE GALVANIZED STEEL STORM PANEL "•L DRAIm er. .OBAL PROTECTION PRODUCTS, LLC• 06/mil] DA E: A6D6.W, 51 SIRES DAME, FL. 3031/ PHONE: (954)669-75I5, FAx: (554)6e9-6797 17-I42 mfovnrw DRAMIa N^: SNEEf 2 OF 10 51NGL__E PANFLsCD UNRESTRAINED Al TOP OR BOTTOM WITH TRACKS_ n OR CS) MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM AS"" DESIGN PRESSURE RATING (P-L) (+ or -) CONCRETE & WOOD INSTALLATIONS t L+ L- 20.6 12'-0' 12'-0- 25.0 12•-0" II•_B• J0.0 n'-B" 10-9" 35.0 10'-l0" 10'-0' 40.0 45.0 g•_6• B._Q. 50.0 60.0 B'-3' 7'-7" 55.0 a' -a' 7'-4- 70.0 7'-B' 7'-0" 75.0 7'-5- 6'-10- 80.0 7'-2' 6-7" 65.0 7•-0" 6:-5" 90.0 6'-9" W-2` 95.0 6'-9' 6-0' 100.0 6'-5' * 5'-1:" 105.0 6'-J" 5'-B" 110.0 I15.0 _ 5•_6^ I I9.6 RETIE CONCRETE BLOCK & WOOD (t) SINGLE PANELS (Z RESTRAINED AT EACH END WITH TRACKS (al n Ifs &ig OB D.M. DIRECT MOUNTED AT EACH ENL)* ®,® MAXIMUM PANEL LENGTH ,3 Or %+" OR "L-" (ft.) D MAXIMUM A.S.D. DESIGN PRESSURE RATING 60 (+ar-) CONCRETE & WOOD INSTALLATIONS t 70.0 14'-4' 13'-0' 25.0 12'-10' 11 •-7' 30.0 J5.0 10'-10" 9'-9' 40.D 9'_6' 9'-2' 450 55.0 B'-J' 7.-9" 60.0 e'-n' 7'-5' 65.0 7'-B' 7-2' 70.0 7'-5- 6'-II' 75.0 7'-2" 6'-B• 80.0 7'-0' 6'-5'. 83.0 10" 6'-J` 90.0 95.0 6'-7' S'-TO" 100.0 6'-3` 5'-7" 105.0 6'-3" 5'_4' 110.0 - 5'-1 ` 115.0 - 4•-10' 119.6 MAXIMUM PANEL LENGTH (m) MINIMUM SEPARATION TO GLASS SCHEDULE WIND SPEED 6 170 -p.h WINO SPEED 170 m p.h UNRESTRAINED RESTRAINED UNRESTRAINED RESTRAINED 30 OR LESS 1' 1" S. 6 1/4" >33 TO 90 1' 1" 7 1/2" 7 1/2- >9D TO 145 1` 1" 7 1/2" 7 1/2" >145 TO 168.3 1" i" - 7 1/2" MINIMUM PANEL LENGTH (in) FORA QIVEN MOUNTING CONDITION 1 BUILD-OUr "F�� TOP DIRECT "h" "U" STUD K BDTTGM MOUNT HEADER HEADER ANCLE •TRACK W/SLOE CLOSURES CLOSURES - DIRECT MOUfTT 46' 32" 32" 35" 55" 50 4 1.5-X1.5- STUD ANGLE 35" 32" 32" 32" 42" 3B' m "F" TRACK 55" 32" 32" 42" 67" 60'WILSIDE CLOSURESCK ANGLE50" 32 32 36" 11' 56" BUILD-OUTFTRACK W SI _CLOSURES 50" 32 32 38 60' S6' 2/4 1/4, 3/4, 4/5, 5/5 & 6/5 1 W/6, 2W/6, 3W/7 & 4W/7 I" MAX ANCHORS (SEE SCHEDULE ON }` MAX MIN. -- SHEETS 9, 10 &11) 1" MIN. - "'- - 1 i ' I � vl UNBOLTED PANELS BOLTED PANELS W/ I/4P-20XI" 1 (SEE SECTIONS AS 5.5. M.S. BOLT VA/ ) 9 EA. OVERLAPI z APPLIE) (SE E SECTIONS AS APPLICABLE) TTF, TF,/, F D.M.. 3O.®, - - - -/ ---- -I - ---- O � O O p p p O or ® _ I" MA% I 1 3" MAX 1" MIN.-jl 114, 3 4 / 1" MIN. z/a 1W/6, 2W/6, 3W/75& 4W/7 ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 &11) REGULAR STORM PANEL C) ELEVATION 2.657' jIN.T,S. 1/4" Mn GAP :X( (LAIN. OVERLAP -1 MIQUE VALLEY) I � r MAX. GAP _rr. -) ✓ - I _ \� '. SECTION A -A 1 ;N.T.S. NOTES: :1) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE A.S.D. DESIGN LOAU. L-: MAX. ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE AS.O.IDESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENGTH: GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE IAAXIMUM PANEL LENGIH "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.O. DESIGN LOAD, DETERMINE MAXIMUM PANEL; LENGTH "L-" FRUM SCHEDULE. FINAL MAXIMUM ADOVABLE PANEL LENGTH IS EQUAL TO THE TA 1.1 DETERMINED PANEL LENGTH BETWEEN 'L+ ANO 'L-". :3) SEE SCHEDULE BELOW FOR MOT. PANEL. LENGTH FOR POROSITY aU�_IIFICATIDN. ' INSTALLATIONS II4T0 WOOD ARE LIMITED TO 3 95 p.s.f. MAX. A.S.D. DESIGN PRESSURE RATING y�I FOR MAX. A.S.U. DESIGN LUAUS & MAK. PANEL LENGTHS FOR lob / LS USEDi .S•Tb-JEN IZC , A1L \�A aS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No. 44167 �2017 PoEm Pic. 24 GAGE GALVANIZED STEEL STORM, PANEL ILL O uvm er: * * * : o : 9 •''. r 1 -. �•`� Ai . E C. 0 INc. GLOBAL PROTECTION PRODUCTS, LLC. 4100 S.W. 51 STREET DAME. FL. ]3114 PRONE: (95f)609-7545, FAX: (954)EB9-6797 oar: 71LL�� ESTING k �y OH` NflING COnPANT ilis �� Pnu. (1a5),etd ursay.�.,J9]) er,-1A11 EB-0005719 WN.TER A. PLUM Jr.�P.E. FLORA UC. 44167 17-142 oRgw1G No: Puoal"^ u`n 1a•on opry/n LET ] Dr 19 INSTALLATION DETAILS FOR REGULAR PANEL INTO POURED CONCRETE OR CONCRETE BLOCK -a) STRUCTURES' I EXISTING POURED CONCRETE OR CONCRETE BLOCK l EXISTING POURED CONCRETE REQUIRED. oR CONCRETE BLOCK CONCRETE ANCHORS _ (SEE SCHEDULE ON ( {' CONCRETE ANCHORS I (SEE SCHEDULE 014 REQUIRED. SHEETS 9 THROUGH 10) 1 v) SHEETS 9 THROUGH 10) ' _O EXISTING POURED i CCNCRErE OR 1/2 1 4' Mom' 1/2^ 1/4• CONCRETE BLOCK REQUIRED. 3 ss,�...[T��EX NTAD sous WAD 6 1/4' MAX. CONCRETE ANCHORS D.C. E.D. � � I I (SEE SCHEDULEULEOON I I E.O. I I SHEETS 9, 'THROUGH 10) 1 I I I I EO I I O 1 ' V4.4-ton• I ii I _ � � :rs.Iran. s. sous w t E.C. I SEPARATI;T— FA DRISM I II N FA I TO G1A55.ON ' I (ta[ f<w SEPARATION P7JJItL I(USEI I I j EXISTING (SEDE I 1 uiclN D.w r-6y _ I —li TO GLASS. I I I ! GLASS—� ON SHEET 3)(SEE SCHEDULE E SCHEUL( I• j . I I I 1 PANEL LENGTH II ON SHEET 3) 1 I (SEE SCHEDULE II I 1 I I '!Min. SEPARATION 1 1 1 I I "L" MD 'L" IA CONCRETE ANCHORS L— I ON SHEET 3) (SEE SCHEDULE ON _I�jj ��•�� SHEETS 9 THROUGH OF "L" I MAX 5.9 HEX HEAD e0 L15O.C. 1 W6 1/i , EI } I 1 �2" I1 i 1 1/4%1' HEX WASNER NDo e°ADCX TEN SCREW on -4W LL5. N/ NIl7 ( — 1' Ilin. D.C.. -- t2 tM . I ALTERNATE LEG LOCATION ALTERNATE CONCRETE I L EXISTING POURED CONCRETE ANCHORS OR CONCRETE BLOCK REOUIREO. (SEE SCHEDULE ON SHEETS 9 THROUGH 10) BUILD —OUT MOUNTING SECTION 1 SCALE 3/8=1^ E.D. = EDGE DISTANCE NOTE FOR COMBINATION OF SECTIONS: (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN 13E SHEETS 9 &. 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. E.C. EXISTING POUREO I I CONCRETE OR CONCRETE BLOCK L REQUIRED. PANEL LENGTH I TO GLASS. I I PANEL LENGTH (SEE SCHEDULE -1 (SEE SCHEDULE I I (SEE SCHEDULE 1 I ON SHEET 3) ; OH SHEET 3, I 1 ON SHEET 3) I jj � I � EXISTING I I I I I I 503 I GLA55� I I OF "L• I I I i E.D. /•: I I � 1. 15 I I 7 I I I 5 CONCRETE ANCHORS STAGGERED W/ STUD (SEE SCHEDULE ON SHEETS 9 THROUGH 10) WALL MOUNTING SECTION 2 SCALE 3/8-1^ x1Q': : �GENSc'•:` : No. 44167' I ,. L I (AS APPLICABLE)! CONCRETE A NCHORS I I __ J (SEE SCHEDULE ON' SHEETS 9 THROUGH 10) "I In ONLY, WHEN SOLID SET & CA.LI(-IN ANCHORS ARE USED & VJ/ WHEN ExISIING PUUHEO CONGNEIE PANELIAATES ANCH0 S OR CONCRETE BLOCK T ARE U5ED. REQUIRED. 1 I I WALL MOUNTING) DIRECT MOUNT SECTION 3 i SCALE 3/B-1" FLORIDA BUILDING CODE (Non Hlgh Velocity Hurricane Zone) 92017TILTECO, IIJO. 24 GAGE GALVANIZED STEEL STORM M.4 . PANEL OM1YN er: IL ECOiIHc. GLOBAL PROTECTION PRODUCTS, LLC. 4600 9.W. 51 SRIEEI DAVIT, FL. 33314 PHONE: (954)699-7545, FAX: (954)669-9797 0e/°'/" DATi.• STIH6 A END E.11ND COMPAHT bl_ LM. J96, VutblMl DNOCe4 R ]]I46 ]es) etl-te59. f^" I50>) ell-le]I 17-142 -may:1 • EB-0DO5719 006719 i OPAW610 Na YlALTER A. letfi 3r., RE FLORiOA Lic. N167 cID IYMI m/u/tT 6NCR < 0l 10 INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES; I ALTERNATE CONCRETE I CONCRETE ANCHORS ' ANCHORS LOCATION (SEE SCHEDULE ON (SEE SCHEDULE OtJ SHEETS 9 THROUGH 10)• EXISTIIG POURED CONCRETE I SHEETS 9 THROUGH 10) EXISTING POURED CONCRETE __ OR CONCRETE BLOCK REQUIRED. OR CONCNErE BLOCK REQUIRED. EXISTING POURED 1 LEG r �E'D' CONCREE REQUIRED I .' LOCATIONTE CONCRETE ANCHORS 1 (SEE SCHEDULE ON . 1 ' I/4• O o__�0� SHEETS 9 THROUGH 10 -1 A,' !IE% WASHLR HEAD 1_ IAAX. r I C3V� EX TSK SflEW OflV1 1/2• _ II II CONCRETE ANCHORS II (SEE SCHEDULE ON--j-- ( - I/, I 0 17 1/2- O.C. j II I II ®—� I I SHEETS 9 THROUGH 10) I I EA' II E.D. 59fl. NE%OHGu tl0.15 I I I G1A55 p 1 E.D. I 3 TO C ASS. -j (SEE SCHEOULEI II ON SHEET 3) D 0� I r II I I ® 12 II I 11 I I II II EXISTING POUREp I CONCRETE REQUIRED _ CONCRETE ANCHORS (SEE SCHEDULE ON I--E.O.— SHEETS 9 THROUGH 10) CEILING AND FLOOR MOUNTING SECTION 4 SCALE 3/8-1" L RRRUF FOR PtNn I r in ATION TO GLASS. I I I I ,/<'o-xoa' I I I SEPARATION TO GLASS. 'L' MOv -� I (SEE SCHEDULE ON i I I s.s. eoUsrv�, (SEE SCHEDULE I ON SHEEP 3) PANEL LENGTH ' (SEE SCHEDULE SHEET 3) r--'-f`• �Ij'I�/}' UNcrH pt:Tt Y-� Maz. (— ON SHEET 3) I I / �--- PANEL LENGTH SEE SCHEDULE (ON ! GXlA55—I 7fY FV I I—� SHEET 3) i GXIJtSSN� . 50% OF "L" MAX. 5 i/2' OC. i OF WALL OR SLAB CONDITION) 1 i 1 OFF " i / L° LAW(. —5.5 HDt MEAD e0L19 CONCRETE ANCHORS (SEE SCHEDULE ON� SHEETS 9 THROUGH 10) 4 EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. BUILD -OUT MOUNTING SECTION 5 SCALE 3/8-1- E.D. - EDGE DISTANCE NOTE FOR COMBINATION OF SECTIONS: (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CA14 BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 'L' W%. PANEL LENGTH (SEE SCHEDULE ON SHEEP 3 FOR SPACER@ & SCHEDULE o-20at' ON SHEETS BOLTS W 1 SPACER FOR P. E.D. SPACER LENGTH I OF 'L' I MAX.. CONCRETE ANCHORS (SEE SCHEDULE ON I ' SHEETS 9 THROUGH 10) Lap 12 ,/$' LONG IMX. ALUMINUM i 5PACER5 0 6 1/4" O.C. VAUD FOR EXISTING P�URED CONCRETE NC POURED CONCRETE DESIGN LOADS AND PANEL t LENGTHS PER SHEET 3. OR C ORCONCRETE BLOCK REQUIRED. I I 9A 7' MAX. LONG ALUMINUM 'SPACERS O 12 1/2" O.C. (SEE TABLE Q1 ON SHEETS 9 & 10.) WALL_MOUNTING /DIRECT MOUNT W/SPACERS n OR 61 SECTION 6 SCALE 3/8-1" A. Tied _ 'EN FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 44167 • .• .`�ttv-' `L CMO� =2017 DULCO. PLC, IL ECOfTna. 24 GAGE GALVANIZED STEEL STORM PANEL Y � ORAT019Y: GLOBAL PROTECTION PRODUCTS, LLC. <BOO S.1'!. bl D.ArNmFSTREET R 33114 MONE: (9S<), 5<)46'S9-e79] "Imm,] ME i ILLI1„1eµTIROmh �EH0INCERINO COMPANY an, °. r Pm) eai_, yo • . NM1Ac. .r,� a+aa0ra, n u auwat an--, 1O%M-NI 1f`Q vVflMA WF9- 0T0ILL06n71J9 TtA FLORTrRIF. I1K:4N2 o: A°' nK a-Wi u/mm SMCC] S or LB INSTALLATION .DETAILS FOR REGULAR PANEL n INTO WOOD STRUCTURES II` WOOD ANCHORS 11 ' I (SEE SCHEDULE ON SHFFT 11) III / WOO `l (SEE ANCHORS ' I (SEE SCHEDULE ON z SHEET 11) :I 1/2" Z- �' ---T WOO 10 2 HEADER Miln. ,III I I REQUIRED I Min. 1 SEPARATION I-- TO GLASS. 1� "L" MAX. (SEE SCHEDULE j PANEL LENGTH ON SHEET 3) I I SEE (ON SHEET 3)E 5.9. eal9 W� 1 EXISTING 1 I I AT FA afRAP (l5E roT PA141 U7JGiN am 7-4� _I CUSS I i I I I L ; 1 I 1 I I I OFF " .L. I n I I 15 I I Ix. 12 i/2" O.C. I 1 E� EO �.._ f 2"X4" WOOD PLATE REQUIRED I WOOD ANCHORS STAGGERED W/ STUD (SEE SCHEDULE ON SHEET 11) If WALL MOUNTING ALTERNATIVE 1 W SCALE 3/8=1" Min. SEPARATION TO CLASS. ,-(SEE SCHEDUL I ON SHEET 3) 1 1 1/` I 2ox1' t (SEE SCHEDULE t/X'o-z0<t• I -S.S. HEX xTAp VasI ON SHEET 3) I s.s. eolxs w� -(I W IS G 6 1/4' O.C. EI. plpW+ MR PMI1 I , � I I 1" Mo. I 1--.---I EXISTI- GLASS I I --�( PANEL LENGTH (SEE SCHEDULE I I ON SHEET 11 FC SPACER �) I SPACER I II—�1 •'L,•' I I OF I LEHCIH I I \IJ MAX. I I I EO I I i71 EO `l I" MAX. LONG ALUMINUM SPACERS 12 1/2" O.C. (SEE TABLE $1 ON I I I I "L" MAX. Ii I+' i SHEET 11.) I , PANEL LENGTH ? I (SEE SCHEDULE ON 5HEET 3) LLj _.._PANEL MATE FEMALE ID OR PANEL MATE �i PLUS (SEE SCHEDULE ON SHEET 11) I I 2"X4" WOOD I PLATE REQUIRED I 1 DIRECT MOUNT W/ SPACER ALTERNATIVE 2W' SCALE 3/8=1' 10 12 1/2 D.C.' SEE (ABLE 1 ON SHEET it FOR MAX. PANEL LENGTHS & L ,%1 EO cli AIAY,. A.S.D DESIGN LOADS FOR THIS INSTALLATION. EO I I. I .. YlCIOD ANCHORS STAGGERED YJ/ .1 E, - (SEE SCHEDULE ON . , SHEET 11) 2•k4" WOOD vLATE REQUIRED WALL MOUNTING f DIRECT MOUNT ALTERNATIVE 2W SCALE 3/8=7" NOTES, NOTE FOR COMBINATION OF SECTIONS; 1. INSTALLATION 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 AIJY WAY TO SUIT ANY ALTERNATE 2Y!') IN 1. 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 I/4" AS LONG AS THE FOLLOWING CONDITIONS ARE COMPLIED WITH: (1) MAXIMUM ASO DESIGN I PRESSURE RATING IS +50. -65 P.%f. (2) MAXIMUM STORM PANEL LENGTH IS 72." I (3) STORM PANEL INSTALLATION 15 ONLY INTO AN EXISTING WOOD FRAME WALL. (4) INSTALLATION VAUD ONLY FOR WIND ZONES 1, 2 & 3 PERIASTM E 1996-05. . FLORIDA BUILDING CODE (Non High Velocity Hurrlcane Zone czpn nLTECD, mc' 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN eY IL ECO,INC. GLOBAL PROTECTION PRODUCTS, LLC. DOFre7 TILUT TESTING h EN NWEf«RING COMPANI Mtn. 3461 Su. DDf, G90D4, Fl. D316D 4900 5.W. 71 51REET DAME, FL 33314 ^.w.a n.: (3D4)t-t>3D. 1— Pm) 6ii-IaTf PHONE: (954)689-754D, FAX: (954)6B9-6797 17-142 P.E. SFAL/StONATURE/PATE 141.ceODolxcn:, EB—OOp6719 wn �� n ORAvlMC No: WALTER A IILUT Jr.. P.E. FLORID, Ui H167 __ < Dn/Dt7n < SHER 6 OF 1B. INSTALLATION DETAILS FOR REGULAR PANEL n INTO WOOD 4"x8" (Min.) EXISTING WOOD REAM REQUIRED. STRUCTURAL --��,4---- ALTERNATE LEG ._ALTERNA ADEQUACY OF EXISTING WOOD ' BEAN TO BE CERTIFIED BY --ED. REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. ' 0 WOOD ANCHORS ALTERNATE WOOD ANCHORS (SEE SCHEDULE ON (SEE SCHEDULE ON - — 1" Min. SHEET 11) SHEET 11) ,� _ •-+.•• �, i �� I/4'.1- nu wwsnEn nE.p __ EOM -EO my BDIIDEz 1Erc sc.Lw OR 1/4'-20a1" S.S. M.S. KO E0. 1 1/4" , (T tt/ NUt 1/2° 1 E%ISTING_I GLASS — MAX. WOOD HEADER - REQUIRED 1/2' ( ---� ; 1 I i WOOD ANCHORS , •, I BOLTS W 15 O B I/4' D.C. I I (SEE SCHEDULE ON 2' 1 ( !SEPARATION TO SHEET 11) olio. I --I G1A55.(SEE 1 SCHEDULE I 1/4"e-zml- I I I ON SHEET 3) S.S. 80 m O.t9°u 1 Min. SEFARATIOPI TO GLASS. ' ('Gt � ga !--(SEE SCHEDULE ON SHEET 3) v "L` !MAX. 1 MAX. 1 L r-I S.S. BDLiS W 1 S. �� PANEL LENGTH 11 1 PANEL LENGTH 1 (SEE SCHEDULE ON SHEET 3) E EXISTING 1 GLASS—� I 1 (USE rCR PAYE (SEE SCHEDULE LsIcm D 7-6.) ON SHEET 3) jSOR I ®�' OF I rJ MAX. 1 I I 1 i �1 OF 'I" F 'I `If 1 I I 0 12 1/2" D.C. I NO F1141SHI 1 I EO :� ( 1/2„ i ALLOWED— 1 I 1 _ ,Iq'o-zOaY ILs.s. 1 ( EO L_ 1 ; E% nFAO eais 16 kw a 6 1/4" O.C. T_1/4!� 2'%8" WOOD�,___------ ANCHORS _; DECK REQUIRED 2".4' W000 PV.'OO13 REOUIRED - ` WOOD ANCHORS (SEE SCHEDULE ON SHEET 11) .___,__ _ - (SEE SCHEDULE!ON SHEET 11) I , CEILING AND FLOOR MOUNTING ALTERNATIVE 3W BUILD -OUT MOUNTING SCALE 3/8.1" ALTERNATIVE 4W NOTE FOR COMBINATION OF SECTIONS: NOT ` TOP &BOTTOM MOUNTINGS CAN RE 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. COMBINED IN ANY WAY TO SUIT ARE DESIGN PRESSURE RATING (P.S.f) AND PANEL LENGTHS INSTALLATION. AS PER SCHEDULES 014 SHEET 3 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL, SCALE 3/e=1" ,Tko i J F••'• i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone No. 1 C2017 TILTECO, INC . 44167 2 G u1 !LIE C O 4 AGE GALVANIZED STEEL STORM PANEL ' D.Awn Br_ GLOBAL PROTECTION 08o-07 PRODUCTS, LLC. I15TIN0 R ENOmERIHO CONPANT 4600 S.W. SI ME (i05 'vi-1' ' �mB 1- 6]�JI40 1 UA E, FL 33314 PRONE! (954)649-7545, FAX: (954)6B9-B79? 17- 142 mea:6lAlvna�acom ES-0006719 Fiwalul mn M oR I)mm" H. '.AIILUF Ji.. P.E. RO.,M Dc. 4<I6J S H•9R m/m/Il SN[R 1 OF IB POURED CONCRETE.. CONCRETE BLOCK OR 2'14" WOOD FRAAL� REQUIRED i 1 Lti^ l'�C6 ANCHOR O I e W D.C. 1I 2' Y K .125' _ I• ' 3105-OR CONSALLOY '-1 2 Min. .CASE CASE A (PLAN) SCALE 1/4"=I" IM (MIN. PANEL — OVERLAP BEYOND OPENING WIDTH) FTURF.O CONCRETE. CONCRETE BLOCK OR 2.4' WOOD FRAME REQUIRED I 1 X SO.I DISTANCE i I CASE E (PLAN) SCALE 1/4'-1' aAr L I T IX L—L NAIVU J I UKA � II p II a` 3 .(4) 0 .19 VARIES a a s" a ®& 10 a _ I POURED BLOCK CONCRETE. CONCRETEEBLOCK OR— a 1L✓ ® REQUIRED D FRAME a OR a a II II VARIES O< Max. a a Ir 5 AUc 9L <134 2" 6v o" a ai v v v o v I II TRACK a (TYP.) 1/4' 4 BoIT) L¢_ y 4- A .072- 0 12' O.C, 3105-HI4 OR 6063-TS ALLOY W/JACKNUT Coal A— -CUE CASE B (PLAN) SCALE 1/4'=1" R POURED CONCRETE, CONCRETE BLOCK OR fFA4E 2• , J" x .093' 3105 M-IS OR I COUIRED 1 REQUIRED 6063-T6 ALLOY com. ALUM. ANGLE WITH 1/4'O 2 1/2' IAin. TAPCON O 12" O.C. J 1 /s'0 A 13/4' TN'EpN ANO 12" O.C. I 2 1/2" — 1 I /uLr PA+l2 '. I I A21/4- CAP 2' A 2" , A55' TO jSLTEHIIRTE LEC LUCAiION 2' x S' A A55' COM', ) ALMA. ANGLE OR 0e0" 3105-H154 SHEET METAL PLVM. tlENT PLATE POuRLU CONCRETE. CONCRETE BLOCK OR 2"•4' WOOD FRAME REOVIREO M. cN GAP I CASE C (PLAN) CASE D (PLAN) SCALE 1/4"-1" SCALE 1/4"=1" I 1 '•� I SOUO-SET OR CAL,-UI OR ELCO a POURED CONCHEIE. E%IB11NG TRIM AI TTEIAALE 11 PAµNDV:ATF _ POURED CONCRETE OR CONCRETE BLOCK 1 IIiOP, BOTTOM OR PANEVAA7E PLUS SEE VARIES � OR 2•AS' WOOD SIDES OF OPENING SCHEOULE ON 5H ((ETS 9� CONCRETE BLOLK Y �7�p� E 2"A4' WOOD CRAKIE 5' ),T�'I� ® � `'l FRAME REQUIRED IFS AYPDCABIE 10 k 11) RCOOIRED a 1 1 a a VARIES 1 a © .3 OR® v 9__v v_ J aR7RAQK a ITTP.) a s ���— Ip•._zo ss. sous ai¢J 1-1R'1i2R O 4' u.uoni l eIC eioclt O.C. 1111,I�G� A, Tli��l✓, CASE F (PLANT ' lc v `• ' SCALE 1/4"=1" n EF34F W/ ANCHORED FRONT A REAR FLAT FLANGES PARALLEL TO WALL (NEVER CUT END PANEL) CASE G (PLAN) I SCALE VALID FOR DIRECT IAOUNI 114STALLATION ONLY do CERTIFIED PANEL INSTALLATIO14 AT WALLS W/ SURFACE LEVEL VARIATIONS WITHIN 3/4" i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02017 TILIECO. INC. 24 GAGE GALVANIZED STEEL STORM PANEL K.L OFAWN BY: GLOBAL PROTECTION PRODUCTS! LLC• 0e/mw jDJ/ IL E C O, INC. 4800 S.W. 51 STREET DAME, R. 3331 PHONE: (954)689-7545. FA%: (954)689-8797 .LIT TESTING W ENGINEERING -PANT u. 11. 11. .! .— _D R a '.. ". (ac5) m1-111D . T,.. liol) nT-1vI L 1 7-142 0-57<a..em EB-G06719 OMYnIC No: va¢rnc4 WA1R:R A.P,E. TLURIDA — B 44 7 oe/w/N S— a OP le (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) SEE SHEET 11 FOR ANCHORS TYPE k SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. lAINIMUM ANCHOR SPACINGS AND MININUAI EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR E.D. LESS THAN INDICATED ON SCHEMILF REDUCF ANCHOR SPACING ITY lIULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATION TO RE POSSIBLE. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE. ANCHOR TYPE —_ 1/4'a 1/4"R t/4'° 1/4'P CALX-IN TAPCON SOUR -SET PFEI5 0 p*`PWSM TAMAC-NAIUN MINIMUM ANCHOR SPACING (in.) 3 3 3 3 2 1/Y 2 1/2 MINIMDMEM.E CONCRETE (In.) DISTANCE IE. D.f 07Flff}IE Hltclt Qn) ] ] 1/2• ]• ] ] I/x• ] 3 ] 1/Z' 3 1/x' ] I/2 3 1/2' 4 ACTUAL EDGE DISTANCE (E.O.) FACTOR DSD' 2 1/Z' O.BI 0.50 3 1/2' 0.90 0.78 •" SPACINNGS ONLY VALID WHEN SPACER@9 IS USED. SEE TABLE #1 FOR MAX. A.S.D. DESIGLOADS & MAX. PANEL LENGTHS WHEN SPACER ® IS USED MAX. A.S DES IGI PRESSUF RATING (P.°.1.) +45, -45 TO +65. -65 MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW 'k APPLIr E TO SEC11.N NAXINUM TAPCON SOLID -SET PANELMATE PANELMATE PANEL FEMALE 10 PLUS 7AMAC-NAILIN CALK -IN hNY LENGTH GOIIGNEn: TO CDNGX_E TO CO.GNflE TO TO 10 TO COA161I1A710N ,.L. �fE eLOCK CONpiEIE BLOCK EONCRETE BLOCH GONTCREIE BNG KfE GOtICREIE OpNCR v7E CONGfic1E CONCRETE OF THEA1 (IL) 1P"' a. TIQ�rLi EN SF' 9 = Na. 4067 5 -6" OR LESS ,5'-6" TO D'-6. T A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR, LESS > 40 PSF TO 50 PSF > 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ 9 SPACER AT 12 1/2" O.C. I FLORIDA BUILDING CODE (Non High Velocil Hurricane ZonE Gxot7 mTECD, INC) 24 GAGE GALVANIZED STEEL STORM PANEL M.L °RAW. Bn IL E C O nc. GLOBAL PROTECTION PRODUCTS, LLC. °° DALE: IL411jE5TIN0 4 EHGIwNECRINO COMPANY 4BOD B.W. 51 SIRECI 'Slnenr; N. ]4BN., w5,, CN'A(WIpe9_. 1146B DAWE, FL 3]314 PHONE: (S54)BBS-7545, FAY• (954)659-8797 17-142 x .J....m I EB-000s7l006719 cl'mlul n DRAWING No: WADER A. TILLR Jr., R.E. c0) N•au oew /n m FI441b7 SXCCf 9 DF 1B (VALID ONLY FOR PANEL01 INSTALLATIONS AS PER SECTIONS 1 THRU 8, ON SHEETS 4 & 5) SEE SHEET 11 FOR ANCHORS TIPS d SPACING FOR INSTAIIATIONS INTO WOOD FRAME BUILDINGS. MINIMUM ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR E:D, LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING 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 _- 1/4-° 1/4'° 1/4'° t/a'9 1/4'O SDIID-SEr TAPCDN PANNE FEYAIE ID PAVRY4IE PLUS 7µyC_NUUN ClX-IN MINIMUM ANCHOR SPACING (in.) 1 1 1 1 S 1/2' MINIMUM EDGE CONCRETE (in.) 1 .l 1/2- 1• 1 1 - 1 DISTANCE im) EONCREIC OLOCI, (" 1 .l 1/)' 1 ./ ,/T- 4 ACTWIL EDGE DISFANCE (EOJ FACTOR 1 1/2" _ _ - 1.00 rnurvoo -.LT VALID WHEN SPACERIS USED. SEE TABLE #I FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ® IS USED. MAX. A.S.D. 14AXIMUTA ANCHORS SPACING FOR MIN E.U. PER SCHEDULE BE�LRETE APPLICABLE DESIGN TO SECRONSM.AXUMPRESSURE TAPCON SOLID-SETPANELMATE PANE-EPA(ERATING FEMALE ID PLUS 7AMAC-ALK-INLENGTH(P's.i') CON en, CBNC.ETC CpN CONCRETE TTO GNCREfE TO 10 Tp COMBINATION"L" CONCRETE COCKCONCPETE WNO.NTE CONCRE7C EOcGNCRETE OF THEN (fl) >+75, -75 TO +119,-119.6 'ENu SF•':� .44167 5'-.6" OR LESS >5'-6' I TO 7'-5• TABLIF N1 a A.S.D. DESIGN LOAD 1 MAXIMUM PANEL LENGTH 40 PSF ORj LESS 6'—B" > 40 PSF T0;50 PSF > 50 PSF TO160 PSF 5'-10" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ 9 SPACER AT 12 1/2" O.C. FLORIDA BUILDING CODE (Non High Velocity HUrricone Zone) cam] TaiECG, mcJ 24 GAGE GALVANIZED STEEL STORM PANEL M.L ou.Trti Br: GLOBAL PROTECTION PRODUCTS, LLC. 4BOG S.W. III STREET33314 OA'AE, FL 33314 PHONE: (954)669-75a5, FAII: (954)6BS-e797 O"/m-�11 L E C O inc. flWi TESTING C< ENGINEERING CGMPANT isb�.N. OeN. sc, sla. sos, rn A cND4.i �i>14o • . (sasl 5»"= 6:r ovvrmlm5) e] ~EB-Op06],9 1 7-142 WALWR A nLLR h.. P.E. DRAMNG No: rac+�nw yq soil m/m/N SHEET ,0 Or iB FLORIDA U. 1 44167 MAXIMUM A.S.D. DESIGN PRESSURE RATINQ f SCHEDU s AND CORRESPONDING UM ANCHOR SPACING ULAR STORPANEL. INSTALLATIONS (VALID ONLY FOR PANEL 1 I TO 1O INSTALLATIONS WOOD S RUCTURES AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) I MAX. A.S.D. DESIGN MAXIMUM ANCHORS SPACING FOR E.D. = AS SHOWN ON SHEETS 6 & I PRESSURE RATING 7 APPLICABLE MAXIMUM MAX. A.S.D. MAXIMUM TO PANEL PANEL ANCHORS SPACING FOR E.D. TAPCON LAG SCREW PANELMATE FEMALE ID DESIGN i= AS SHOWN ON SHEETS 6 & 7 APPLICABLE PANELMATE # &ANY LENGTH PRESSURE TO MAXIMUM PI,— WOOD BUSHING 13' 1}^ COM INgTION L" RATING OF THEM (ft.) (p.s.l.) iAPCON LAG SCREW PANELMA7E PANELMATE ALTEP.NATVE PANEL } k ANY LENGTH 13" 13" 13, 13" 13" II'f (TOP) FEMALE ID PLUS WOUD 6USHINC COMBIIIATION "L" 6 1/2" 6 1/2" 13" 6 i 2" 13 13" 13" IW (BOTTOM) 1J.. 13"� 13" OF THETA (H.) _ - 6 1/4" fi 1/2" 6 1/2" 2V) (i0P) 13' 13" 13� 13" I}• IW (TOP) B" g• 12 1/2` 6 1 < 6 1/2' / " 2W (801T.•) 5oR' 6 1/2" 6 7 6.. 1W (BOTTOM) B" g. B' 6' _1/2" - !W (i0P) LESS 7•. - - 6 1/4'" 7 1/2" 12 1/2" 2W (TOP) 6 1/4" 2W BOTT.• ( ) 0 +45, -45 13" 13" 13" 13" 13" 3W (BOTTOM) 7 1/2' f3' 9W (TOP) g• 9' 8" j 9 - 31Y (TOP) OR OR LESS 13" 13" 13. iJ. 13" 13" 13" 13" 4W (BOTTOM) >+45, -45 13' 13" 13" 13" '13 31'1 (BDna1A) 13` 13" 13" 13' a 1/2" IW (i0P) TO fi' +75, -75 13" IJ•' 13" 1 13- 1J" 7J" 9Y1 (BOn01A) 6 1/2' 1W (BOTTOM) 1J, 4 1/2' 4• 6 1/2 6 1/4" 2W (BOTT.•) >5'-0' 6 1/2" 6 1/2" 6 1�/2. 1 6 1/2 / 6 1/4" 11'f (BGTTDIA) 6 1/2" 4 1/2' q 1/2,. 7" 6 I 2' / 7" _ 3W (TOP) 14'To4" q 1/2° _ 6 1/4 12 21Y (TOP) 6 7/4" 2Y/ (DDTT.•) >V-0" 10 1, 9 I/2' 12" 12' 1Vr (BOTTOM) 4" 5' 5" 7 I 1 5 1/2" 7 1/T" - Jw (TOP) TO • 13" 73' 13• 13' 41Y (TOP) 8 1J" i/2' 4W (BOTTOAQ g" j 1Z" g. 7'-5' - JW (BDTTWA) SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS Ac USED, E6 13" LENGTHS 13" 13" IJ' S 1/2" 41Y (TOP) - CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET WHEN SPACER 9 IS 'SEE TABLE #1 FOR MAX, A,S,D. DESIGN 13 Io' srr (BOno1.+) LOADS i& MAX, USED, PANEL CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 LENGTHS i WHEN SPACER ®IS TABF pl e A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS > 40 PSF TO 50 PSF 6'-2" . > 50 PSF TO 60 PSF 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. K TIj,( IIIlllf��� No. 44167 ' FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) C2p1] RLECa, NC.' • IL E C O Nc. 24 GAGE GALVANIZED STEEL STORM PANEL D.M .Y: GLOBAL `l \ I TIL'IT TESTING & ENGIIpc EMRING'� PROTECTION PRODUCTS, LLC. '1/0 / 7 DAIS: 6 1 •"�I COMPANY s• p.: 15 o Ia, . (]0� p _jy� lc6 4tlOp S.W. 51 STREET agw. FL zxII4 p(4! ®-a008]19 PXGNE: (954)669-7545, FAX: (954)669-B797 17-142 .7T' YIN.TEN /. 71E11I Jr., P,E:. fLal9aq L(c. 44167 ' oewm, •yoy wa m7gl7a m wcunva pW1n1NG Ne: SXER I IF M i3" IAAX. D. M.. O__ 11„ MIN. O Or® I —ANCHORS (SEE SECTIONS S ALTERNATIVES ON SHEETS 13. 14, 15 &16) _ R-1A/13, R-2A/13, R-3A/14, R-18/13, R-2B/13, R-38/14, R-1AW/15, R-2AW/15, R-3AW/16. -- R-18W/15, R-28W/15, R-311W/16. 1" MIN.' -- - - -T--' T --j--- --- ----- I----r-,--- T -- -- - ------- - -- --- r-------- F- - I t� , t I 1 ----------------II i 1 I L/z \I t I I/4"m-20X7" S.S. BOLTS WI (uIE FOR PANEL LENGTH I I I I L 1 i O VER 7'-6") 1 i I I PANEL LENGTH i O REGULAR STORM PANEL I I I t I 'REGULAR ST)ORIA FFNEL �• I' 6'-6' 0 +40.0. -40.0 p.s.f. _ _ _ _ _ _ _ _ . _ _ _ OVERLAP LAID PANEL LENGTH BOLT) LIFE SAFE STORM PANEL- �y 1 I I I Ix-' �i..--�_.i,1_ , I 1 „ (W/0 OVERLAP MID PANEL4LE CTH BOLT) -- — A C -_ I/4"0 1.1 �- I - USE LENGTH - %: ! , :: S.S. BOLTS 1Vo I _ _ _ . _ _ _ _ . . _ .. _ , _ _ _ .. _ _ .. - AT ALL MINGS 2'^B' MIN. PANEL LEN 'I - :I 1y : !- l - Mou /j AT 6. OVERLAP L. i •� 1, I • I, t; i ...'2 NOTCHES A7 STUp LOCATION 0 LIFE SAFETY1I; PANBOTTOM O " I 4 =OVERLAPS LOVER- —'�•— = Or O LEFTvANr NUT AT 3 I EXTERIOR WING wuT AT MAX. LEFT PANEL RIGHT PANEL 3"'MAX.I 1' �PETILI �L,11, LTVALIDFORWINDt" LAIN. R-1A/13, R-2A/13, R-3A/14, R-iB/13, R-2B/13, R-3B/14,0 m.p.h. R-1AW/15, R-2AW/15, R-3AW/16. R-10W/15, R-2BW/15, R-38W/16. --- ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14, 15 &16) .. LIFE SAFETY STORM PANEL n ELEVATION {j) /4 MAX.�GA . rO REGULAR 2.667° SCALE 1/4"=1" J STORM PANEL (MAN. OVERL4p_ml VAKKE VALLEY) r�REGULAR _ S _ ! A>—'1 117 LOVERLAP� TORM PANE MAX. GAP !___.. _. FIf////i/ram _ __ cc, _`r c__ _= 0 . 1 � I LIFE SAFETY PANEL A`11 �P: •GENSF'••. ?) `' ,6 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone • k No. 4CO. IIIC4167 C2017 TILTE EXTERIOR OR * I 24 GAGE GALVANIZED STEEL STORM PANEL "'` • * : DluwN eY: 1 L E C O Inc, GLOB PROTECTION PRODUCTS, LLC. SECTION A -A DA E: Q •' `V 1 TIILUT TESTING & ENGYNAc-114G COMPANY -BOO 6,11. 51 MEET %SCALE 1/4"=1 �`/�� •6�� 11` 6] P^.h.G6YG3, H. 35164 DAME, FL 33314 _ ` II +..: po51 w1-u3p. ,.. , (3ca) c1I-\:�, PHONE: (954)609-7545, FM; (954)689-e797 17-142 R ODO.7axmm' Ee-0006719 mrt pM\NUG No: WALTER A. U. A .4- P.E m7m/0 m iLORIpA Uc. 44167 a . rt SNCEi 12 Or 1B IIVJIALLAHUN DETA INTO POURED CONCRETE II<"° TAPCON E%ISTING POURED ANCHOR 0 9' p,C. I'---NCRE(E -I,I/4'e TAPLON EXISTING POURED CONCRETE BLOCK ANCHOR ® 9" O.C. I �CSNCRETE OR REQUIRED i CONCRETE BLOCK REQUIRED. ` 2 1/2" 1/4.. MAX. 1/2„ 1/4" 1 i MAX. E.D.t i E.D.• II I I II I I II I" lJin, I I 1 SINI +/a e_x°.I I EXISTING 1� TO ARA710N I ! I I >s. sobs WGLASS. I I +/a•o-x0.1• / AT EA oWq � GLASS s 17 i iuA fei oN2 I ` AT>FlA WENtA+ . 'L" Max. I PANEL LENGTH I(SEE ELEVATION p 6` P.HILL LENGTH R'-SEPARATION I I ON SHEET 12) II 1 1 (SEE E1F/AQOIJ I B 1 ON SHEET 12) II TO GLASS. I I i II I I i I I I L/2 I E.D.► 6" ; 1 I i I 3/4. I I 4 1/4'0 TAPCOi v 4 ANCHOR 0 9- O.L. L 1/4'0 TAPCON EXISTING POURED CONCRETE OR ANCHOR 0 9- O,C. ONCRETE BLOCK REQUIRED, I EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. SECTION RAIN SECTION R-1B ® REGU eR PANES ® LIFE SAFETY VANEL WALL MOUNTINGS SCALE 3/A=1" TYPE ESk ESPACING FOR INSALLATIONFOR SS INTO �1C 1 TYPE 1/4'e WOOD FRAME BUILDINGS. TAPCON MINIMUM ANCHOR SPACINGS AND NINIMUN NMOJIW. ANCHOR SPACING (In.) ] FOGE DISTANCE ARE INDICATED ON THIS �WNwIM lAGT Convet< ((nJ ] SCHEDUL[ FOR E.D. LESS T -I OIOICATED ON SCHEDULE REDUCE ANCHOR SPACING nlwAxtt(E0.1 CaAbal] 0ork DY MULOPLYWG SPACING SHDUN 011 SCHEDULE By THE FOLL019ING FACTORS. ACIIIN- mCE �'T' kg (�) FACTOR FOR THIS OPERATION TO BE POSSOLE. REDUCED SPACING OBTAINED USING --__ ! 1/2- _ 0.]9 FACTOR SHALL NOT BE LESS iHAN _x 1/2' O.el IAINIMUN SPAtlNG INOICATED FOR FALH -- ANCHOR TYPE ON THIS SCHEDULE. 1/4"0 TAPCON EXISTING PUVRED 1/q"D lAPC01J ANCHOR ® 9' O.C. �I �ONCRETE OR ' EXISTING POURED I CONCRETE BLOCK ANCHOR ®9" O.C, I- CONCRETE OR I REQUIRED. f CONCRETE BLOCK + I REQUIRED. � I 1/2" 1 4 ' I �• 1/4' MAX _ I I � I I • I I I i I II I EXISTING II I I _ o-2o•t' EXIS II-" SEPA.1101J I I GLASS—�11 % �I usrw v � GLA55 `11 TO GLASS. 1 I/s-o-2O,1" LIS ATSFA °OVEw LFNGIN Ww T_ I I I II I II i: _ I A/AX. 1 I PALJELI LENGTH IO_-_.__f I "L" MA%. II t (SEE ELEVATION II 6" PANEL LENGTH Min. ) ON SHEET 12) II 1 (SEE ELEVATION IrSEPARATION TO GLASS. i I g ON SHEET 12) II I I I II II I 11�--1f I _ 3 I I I E.O.t I I 1 6 i ) E.U.• I I i I I I I EO I 1 EO EV :.�.J.I/Po-20,]p- BOLTB N ,,5 FAD ,1s. 0 12 1/2 O.C, BOLTS W a 12 1/2 D.C. (L— 1/4"0 IAPCON/4"0 TAPCON ANCHOR ® 9" CONCRETE OR I ANCHOR 09" O.C. E%ISTING POUflED CO ? ZONCRETE BLOCK REQUIRED. EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. SECTION R-2A SECTION ® REGULAR PANELS �I LIFE SAFETYR-2B PANE WALL M_ T GS SCALE 3/8=1" W41 Tf'e FLORIDA BUILDING CODE Non Hi h Velocit 9 y Hurricane ZOm :2017 OLTECO. INC.24 GAGE GALVANIZED STEEL STORM PANEL °ECOGLOBAL PROTECTION PRODUCTS, LLC.� 11ENGry[ERING CONPANT +eoO S,w, s1SiREnDAr: 11 OANE,,5T/e2,.E`�7,�ry ,11PHONE: (99a)fie9-Ta4]FA¢ (99a)EB9-6T9i )%—L42 _�' `�1'Wt! WALTFR A.T�IIE IJt., P•E: cS �s-otx wR yR OMM19G Ilo: nmPa RORIOA lie. SN[[T 1] OF 1B INSTALLATION DETAILS FOR LIFE SAFETY PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4"0 TAPCON EXISTING POURED ANCHOR ® 9` O.C. F CONCRETE OR 1/4"0 TAPCON EXISTING POURED CONCRETE BLOCK ANCHOR a 9" O.C. CONCRETE OR ' RFOUIREO. I CONCRETE BLOCK 1 REQUIRED. 1- ( _ 1/2• 1/4- MAX. 1/2" I 1/4' I MAX. 1 I E.D.• I I I I I II EXISSTING-jj cuss D IT 11 II ITT EXISTING POUREDI CONCRETE OR CONCRETE BLOCK REQUIRED. 1/4"0 PANELMATF. ANCHOR 0 12 11 I I 1/.•e-xo.1• �T ge. ROLIS Yf�' .v rA ort1AAv I I LwGn1 omT r-S-J I Max. PANEL LFNGTH (SEE ELEVATION ON SHEET 12) I I I I I I I I 1 L/2 I I I � I I I o 12 1/C OG )I I SECTION R-3A ® REGULAR PAN IS SEE SHEETS 15 & 16 FOR ANCHORS TVPE h SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. MINIMUM ANCHOR SPACINGS M40 IAINIMUMEDGE DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR E.D. LESS THAN INOICATFD Ott SC.HEDNLF REDUCE ANCHOR SPACING BY MULTIPEHKG SPACNG SHOWN ON SCHEDULE BY THE FOLLOVIING FACTORS. FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMWA SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE ANCHOR TYPE 1/4_O _ +/4•a TAPCAN PANED ATE PLUS MIIOMUM. ANCHOR SPACING (In.) 3 3 MINIMUM TOG[ �Pa41e (in.) 3 � OISTANttIEaI Txacrele IN— (Uv) a 3 1/2 �1N• FDiM �•) FACTOR 0.35 - 2 f/2• __-_- GAt •..--- .-.- IF ........ - - - 0.90 I'm S 1n. ---- - _ II I" Min. 1 I Il--SEPARATION I I II TO GLASS. 1 I 1/4•P-xo.1� Ilf--�f •� arSEA DV+inut' EXISTINGJI I I GLASS II I I I I 1 �I IAAX. IT J. PANEL LENGTH II I (SEE ELEVATION II _ Oil SHEET 1P) 1 I I � I ' I EXISTING POURED E'er I I i CONCRETE BLOC" 1 tJ CONCRETE BL REQUIRED. I (BEYOrtp) i I +/4'P PANELMATF PLUS SECTION R-3B 1 ANCHOR (BEYOND) ® LIFE SAFETY PAN + WALL MOUNTINGS SCALE 3/8.1' I FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone No. 44167 cZOn GLTECO, VIc. 24 GAGE GALVANIZED STEEL STORM PANEL M'E * 1 . DIUM: eY: I L C E Oi, GLOBAL PROTECTION PRODUCTS, LLC. DB/mnT �l OA E: •� • •`A, ; 1 TI U1 TESTING 3 ENGINCRING COMPANY 1900 S.W. 51 STREET 7` ?eL�Y511�4. M 4 ou5. tt ')les DAME* FI_ 33311 (95xJEC9-25<5, FM- (9gL)669—BT9T 17-142 ORAIY1'G 'I.: F • M1TE WK C A. T ILL6i 14 .• P.E. RORIDA Lk. IT 44167 PK SHEET 14 Or 1B ,11 Ili WOOD HEADER REQUIRED TAPCON I, I ANCHOR 0 9L D.C. r III e1/4' Min. illl JA" �I I 0 !1!� Jr;R E I %SNG III GLASSI ' I ( II • 1 "L"�MOA. Ir PANEI LENGTH II ---�j I(SEE ELEVATION II I ON SHEET 12) II 1" Afin. I ! I IT -SEPARATION TO CLASS. I ' 1%2 II- I II�I� L i I. 1 .j 1 III I 4"0 TAPCON _ ANCHOR ® 9" O.C. STACCERED YJ/ STUD 2"A4" WOOD I i I INSTALLATION DETAILS FOR LIFE SAFETY PANEL C1� INTO WOOD STRUCTURES I GOD OD HEADER MORED I YIOOD HEADER II I III ' REQUIRED WOOD HEADER - li �4"0 7APCON + REQUIRED r I' .1 A ANCHOR 0 9' O.C. I ` 1 4"0 TAPCON 1 ANCHOR 0 B" O.C. -V4.0 TAPCON �' ( II A14CH0R ® 9" O.C. ' 1 O I I r I Ili 2 1/2' 'MAX. I • li. I I I—�---- j I 1 t.Y� i I ., / 1/4- 1 I I2 1 2"-- MAX. ; I !1p•o-ao.r II 1 "�O i l/ 5.5. Bous w 1 4T EA orwu� 7 • I II II CLASSEXISTING-ji I I I I I I/4'o-z6x1' II it I I L-. V4-o-aoa• ,s, BOLTS rf I sm I _ % , AT F7.f0wEplA•+� I (UTJDIR III OE /I•/ "L' ALA%. 6• PANEL LENGTH jj 11 ; PER Y-6')I G%LASS II i 7 I I 'L" I (SEE ELEVATION SHEET 12) II 1 -- L" i.IDA. �--.�— ---I i MIJ(. fi" PANL IENE?(SEE ELEVATION OSHEET 11 1 —U (EEON 014SHEET Min. IA LASS. EP,A— TO CUSS. IIIIIII II! OI,N -I6—//SO4 -1oi5HI1II —..I1 12) II r= .%Ai IIFI I L/21 n:. II —SEPARATION ! TO GLASS. 1-'' II " J .S -0B��. E0 'mRi �A —II1��T�I In�—uIIrlIIII E0. 1/I 2• -E� ZAm�/3 '" 3EQ. PLAT" WOOD L. u.SII . W35 E0. '•— PLATE TAPCON REQUIRED O54L1. w2A/DNs.6�I.1I E1 ANCHOR ® 9' O.C. STAGGERED V/ STUD "fiI�I1 �4"0 TAPCON 7A41 VlOOU ANCHOR eD9"O.C. PLATE a.1}�3540 2o5 .4' WOOD REQUIRED 4"0 TAPCON/o ANCHOR 0 9' O.C. PLATE ' — REQUIRED ALTERNATIVE R-1AW ALTERNATIVE R-1BW IS ® REGULAR PANELS --With SAFETY PANEL ALTERNATIVE R—yew { ALTERNATIVE R-2BW ® REGULAR PANELc WAS MOUNTINGc - ; ffl LIFE SAFETY PANEL SCALE a/R®," 1(L(11P��Epll�/,✓ WAL6MOU�NTINGS NOTES• — 1 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zonl =17 nuloo, 1fIC. No. 44167 1. INSTALLATION ARE 014LY VALID FOR A.S.D. DESIGI4 24 GAGE GALVANIZED STEEL STORM PANEL PRESSURE RATINGS (P.s.f) AND PANEL LENGTHS q5 * DRAwN 6YI PER ELEVATION ON SHEET 12. 'fl IL E C O, Ine. GLOBAL PROTECTION PRODUCTS, LLC. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD •• ,A� Tlun TEsnno IX ENOINEENING coMrAnr 0A1E1 MEMBERS TO BE SOUTHERN PINE NQ 2, W/ SPECIFIC 4noo s,w. 51 MOM •• /C •' �� 41 6Jaf 1u. ]f0. 54 au. Jw, ruppti, DAME, FL. SS314 DENSITY OF 0.55 OR EOUAL. \ I5 ^"^ : Lw) 5n-1sw • m.: vi , en-u1 PHOnE: (954)689-7545, FM: (954)689-6797 17-142 P.E: •^fIALT.,1 EB-0004718 w¢ mmG Nu WAtTEH A nLLR Jl.,!P.E. !l➢raOA Uc. 441fi] vyd/n Ott 5H[[i IS Dr 1B 2".4" PLATE REOUIF ALTERNATIVE R-3AW @_ REGULeR PANELS INSTALLATION DETAILS FOR LIFE SAFETY PANEL In INTO WOOD STRUCTURES MAX. LENGTH LEVATION EET 12) I WALL MOUNTINGS SCALE 3/8=1• 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (P,S.I) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. AX. ENGTH VA710N T 12) 2"x4" PLATE REOUIF ALTERNATIVE R 38W ® LIFE SAFETY PANEL "-Al • FLORIDA BUILDING CODE Non HI h Velocity Hurricane Zone) No. 441 B C2017 TILTEOO, INC. 24 GAGE GALVANIZED STEEL STORM PANEL ME C O iFNc. GLOBAL PROTECTION PRODUCTS, LLC. 08oA 'T /' /1/( TILL17 TCSTINO Q ENO�NEERINO COMPANT 4899 S.W. 51 Mau D-E. IL 3))It . - ..• ••.P.. . ()95) m4-1s1v . rt.: �)m) n.-1fa: PlIDNE: (954)689-7549, FPX: (954)689-8797 1 ]-142 AS W44 1QJgIlk` TV' EB-0°T18' VfIL1FR q, llLULllT Jr., PI e� ��M1' w 9[P I)-9i) pR4N11:C No: 'f .E. iLOpIpA lic. 44162 rofW/I, SHEET IB Oi 1B EZ 1 / 18, EZ 1 W/ 18 K14XI" a EACH OF,J ANCHORS SECTION E21 k ALTERNATNE EZIW ON SHEET 'NOTE 2) I /2" nEL 6'•n R ERI 7 ALVMINVM RIVET 'k LAST PANEL01 TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. •OLt. T.� 50% OF 'L' (EPANEL)MAx. (1 ). DEFINITION OF SFRI S �nnn: E-Z HANG CONSISTING OF PANEL + Cont. TRACKS TiEE NOTES 2, 3, a(2), 7ANELEM. PANEL LENGTH EIJO PANELS SHALL ALW�99,v.�S BE COIJNECTECK.OTHERWISE A SIOP BAR (BJ SHALL BE PROUCH PANELS. 1 (3). IF E140 PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION EO PANELS Y7/ 1/4o-20E 1" BOLTSW� ®EA, OVERLAP I i SHALL CONSIST OF 1/4"o-20x3/4" M.S. W/ 7/8"Cx3/32" WIND NUT OR 1/4"ox3/4" Min. THUMBSCREW INTO TAPPED BOTTOM SECTIONS AS APPLICABLE) I' TRACK. LOCATION OF FASTENERS MAY BE Al EITHER OF TWO EXTERIOR FLAT FLANGES OF i END PANEL. OF "L" 1' ( (4�, IN CASE THAT END PANELS ARE NO] CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING .I. L 1 J J SPECS INDICATED OR NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF i PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. IINSTALLATIONS ONLY VALID FOR WIIJD 'SPEED UP TO ,--_-__,,,,,, -- arena t— ON SHEET 18) — � 1 O M.p.h. LEZ1/18. EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E—Z HANG STORM PANEL 1 SYSTEM (f) I SCALE: 3/32"=1" 2687'(MM. OVERLAP 1/4" Mox. GAP =1 VAIOIF_ VNIII MAx. GAP O SECTION A —A SCALE: 3/32"=1" * . 4416% ' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon6 G2617 noxco. INC. 24 GAGE GALVANIZED STEEL STORM PANEL oRYm7+ ar. IL E-T O c. GLOBAL PROTECTION PRODUCTS; LLC. °B 0117 �� iTING N ENGTxplIN['Rlryo CU"ANT 466p 9.Yf. 51 STREF7 GNa:xs, R .1Jies OAVIE. °9l FL 14 1r �1-Is.° . re. ,real F+1-real F I]N= (954)669-7545, FAx: (954)669-e797 1 7-1 d2 t 6TImm"d ER--nLUI0`76 ' P.E. OMW4a No: NN.TER A TALII h.l P.1f•a7i m/ 1I FLGRCA Vc. 44167 v� SH[N 17 OF 15 INTO POURED CONCRETE CONCRETE BLOCK AND WOOD STRUCTURES EXISTING POURED CONCRETE OR CONCRETE BLOCK 1 REQUIRED. 1/4"0 TAPCON ANCHOR a 12. O.C' r---��14v1" HEX HEAD TEH / SCREW ®0 4" FROM �• r 12 EDGE OF E.D. I I I 1 1" :Ain. 1 1 SEPARATION I I TO GLASS. I I _J I I �r I' Min. I >EPARATION ) TO GLASS. I 1/440 TAPCON _ ANCHOR ® 12- O.C. WALL MOUNTING_ SECTION EZ1 SCALE 3/8=1" OR BLOCK NOTES, 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING +/— 40.0 [��j pz.f. AND 6•-0" MAX PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 6"0 MINUd POP T 6'-0" MAX. --I PANEL LENGTH DER A. Tl��T .••••••••-NSF '•. NO.44167 4YALL MOUNTING ALTERNATIVE EZ1W SCALE 3/8-1" j c2017 TILTECO, INC. IL ECd..c 71WT iESTIHG C ENGINEERING CO W33�1.11. SLIn, 61, 51.. J23, Y.RG9rA ry7ppS U( I I I AX! ENGTH k 1 BUILDING CODE (Non High Velocity Hurricane Zone 24 GAGE GALVANIZED STEEL STORM PANEL aL DRAT. 8T: ORAL PROTECTION PRODUCTS, LLC. 0/0/n 4B5D S.tY. 51 STREET MNE, FL, 80014 FRORE: (954)859-7545, FAX: (954)689-8797 17-142 q0 14-d3 a/ny0 ¢ DRA&RID N.: SKEET 19 OF 18 &I