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HomeMy WebLinkAboutProduct Approval 12/28/2020 Florida Building Code Online FLOSIOADVAS17AGNT I • !) if 0 • Requiation BCIS Home i Log In I User Registration { Hotlbpics Submit Surcharge i Stats&Facts i Publications { Contad us i Bas SRe Map•i Unks Search doFI nd �' Product Approval USER:Public user Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL15076-R6 Application Type Revision Code Version 2020 Application Status Approved `� • @!r Comments - Archived Product Manufacturer Global Protection Products,LLC. RECEIVED Address/Phone/Email 4800 SW 51st Street*100 1.021 Davie,FL 33314 (954)689-7545 artment tim.robinson@gppent.com Farmittt:9 D-a 5c,t_ucle County Authorized Signature Tim Robinson tim.robinson@gppent.com 0� * Technical Representative Tim Robinson V® Address/Phone/Email 4800 SW 51st Street 00 Davie,FL 33314-5537 (954)689-7545 o V� tim.robinson@gppent.com Quality Assurance Representative Address/Phone/Email !'+o Category Shutters f� d Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tiilit Jr.,P.E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John W.Knezevich,PE Validation Checklist-Hardaopy Received Certificate of Independence FL15076 R6 COI GLOBAL PROTECTION PRODUCTS COI 2020 DRWG 20- z75.Daf • F115076 R6 COI GLOBAL PROTECTION PRODUCTS COI 2020 DRWG 20- 17 Referenced Standard and Year(of Standard) Ftgndard Year ASTM E330 2002 SSTD 12 1999 TAS 201/202/203 1994 Equivalence of Product Standards Certified BY Florida Ucensed Professional Engineer or Architect https://Horidabuilding.org/prlpr app dtl.aspx?param--wGEVXQwtDquS73Fr2ZviPr136aMuaFVFKN09RRn8mz4zSmnvalKddAp/b3d%3d 1/2 IZ128/2020 Florida Building Code Online Fuson R6_Eauiv GLOBAL PROTECTION PRODUCTS EOUIV 2020 DRWG : 2� 17S.D�f Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/08/2020 Date Validated 09/08/2020 Date Pending FBC Approval 10/01/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description 15076.1 20 Gage Galvanized Steel Storm Corrugated Galvanized Steel Storm Panels irgtojusilaor not by Panels/HVHZ tracks to provide hurricane pro Limits of Use Installation I ons Approved for use In HVHZ:Yes G P DU Approved for use outside HVHZ:Yes Impact Resistant:Yes erified By:Walter A.Tillit Jr.,P.E.PE-44167 Design PF®r re:N/A Cre`TM dependent Third Party:Yes Other:Laissile impact res th Maximum span of Evaluation Re 12'-4"for 43.8 p.s Design load for regular panels FL 507 R6 AE GL BA ON PROD PER 2020 (see sheet 8 ximum span is 8'-8"for life safety panel DRWG 20-176.Ddf and 5'- 0.,. r E-Z hung panels. Created by Independent Third Party:Yes 15076.2 24 Gage Galvanized Steel Storm 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 FL15076 R6 II GLOBAL PROTECRON PRODUCTS PED 2020 Approved for use outside HVHZ:Yes DRWG 20-175.0 Impact Resistant:Yes Verified By:Walter A.Tillit Jr.,P.E.PE-44167 Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile impact resistant with Maximum span of Evaluation Reports 12'-0"for+/-20 psf ASD Design load and 13'-0"for+/-20 psf FJ 15076 R6 AE GLOBAL PROTECTION PRODUCTS PER 2020 ASD Design load for regular panels mounted without"h"header DRViIG 20-175.pdf respectively.See sheets 3,5,9,10,11,12&17 of installation Created by Independent Third Party:Yes drawings for other spans and pressures based on mounting conditions. 0 ContactUs::2601 Plair Stone Road,Ibliahassee FL 3239%Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Conydght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-mcords request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 4S5,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: Credit Card Safe https:/ModdabL ilding.org/pr/pi app dU.aspx?param=wGEVXQwtDquS73Fr2ZyiPri36aMugFVFKN09RRnBmz4zSmnyajKddA%3d%3d 212 a L EC® INC- TILLIT TESTING & ENGINEERING COMPANY WALTER A. 'HL'Pg. PRODUCT EVALUATION IREPORT Py_t4CMi&N.44167 PLP.E.LicamseNo.44167 FL C.A.U&m"No.000M REPORT NO.: 20-0727.02 DATE: July 27,2020 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATEGORY: Storm'Panels PRODUCT NAME: 24.GAGE GALVANIZED STEEL STORM -PANEL., - MANUFACTURER: Global ProteWan P ucts�LLC 4800 S.W. 51 Street Davie.- Florida 33314 1.P PURPOSE OF EVALUATION:. This is=a Product-Evaluation-Report issued by Walter A. Tillie,Jr., P.E..(System ID #.1906) to the Global Protection Products,. LLC, Rule Chapter No.. 61 G20-3, Method 1 D 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 compiiande in accordande with the 2020 Seventh 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: 261 PRODUCT EVALUATION DOCUMENT(P•E�D,): Drawing No. 20-175,titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tiiteco, Inc.; signed and'sealed by Walter A. Tillit, Jr., R.E.; dated 07/27/2020. This drawing is an intemot+p1�i�,��,tb s Evaluation Report. ��E,,,,,..,,C�/�. �,,� P•' ,,\CEIVs�'••`.� �'�. f ��•... STATE OF rr O.e�'• '�LORID�% `` 6355 N.W. 36th Street,Suite 305,Miami,Florida 33166-Phone;(305)871-?Q," '1-1531 PRODUCT EV i VAnM REPORT DUO DAMN 2 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. 021'9.01-09, 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. 10KMA318, dated December 1, 2610 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 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 the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WINQ L®ADS 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. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of.18 of Product Evaluation Doc -ument(P.E.D:), drawing No. 20 175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as anon-porous storm shutter assembly, as per SSTD 12 99 Standard. r+r++��ununf�q�ii 07 67 0 STATE OF �ff1f f111111111Hr� PRODUCT EVAi.IIATION MMIRT NO 20.0727 02 3 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. 20-175. 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.20-175. 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. 20-175. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document(P.E.D.), drawing No.20-175. 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.20--175 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tilsit, 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.Tilsit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). �R�1j11NI I(I 11111l1►/t o���� CENSF '•• '�'' WATILL DA LIT TECO ADMON.RECORDS 1 P.E.REPORT.201 GL"AL Pr •N.P ODU�Ol"S L SAGE L GALVANIZED STEEL STORM PANES 1 DRWG#20-1751 REPORT#20-0727%. � (0 R . ` IMAGE �o���isSD01VAO�t : 0 a GENERAL NOTES m FOR REGULAR, IFF mLnT - N�Mn CMRM p CT; OIaI (C)TO EXISTING-WOOD (MIN. SPECIFlC GRAVffY. G m 0.55 MIN.1: 1. STORM PANEL SHOWN ON THIS PRODUCE EVAWATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1/4.0 TAPOON ANCHORS.AS MANUFACTURED BY I.T.W. BUILDEX,INC. WITH THE 2020(7th EDITION)OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH -#14-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES(MLAMI-DADE/BROWARD COUNTIES). - 1/4'0 TAG SCREWS PER N.D.S. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND -7/16"0 x 5/8"WOOD BUSHING,AS DISTRIBUTED BY ALL POINT SCREW, BOLT&SPECIALTY CO. SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED,AND FOR A DIRECTIONALITY FACTOR KD-0.85,USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C.1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2'AND 2'FOR ELCO PANELMATE PLUS 3, 9 THRU 12& 17. 18. AND PANELMALE FEMALE ID. IN ORDER TO VERIRY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 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.) C.2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2", NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12& 17, IS. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3)MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING ACCORDANCE WITH N.D.S. 2018. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF 0.4)MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/6'. 1/4'0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS 10814,01-01 AND#0219.02-09,AS SHOULD STUCCO EXIST,AND 1' MINIMUM FOR WALLS WITH NO STUCCO. PER SSTD 12-99&ASTM E 330-02 STANDARDS,AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT 01123.01-10 AS PER C.5) IN CASE THAT PRECAST STONE,OR PRECAST CONCRETE PANELS,STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING TLORIDA AND NG CODE. PROTOCOLS,AND AS P177 CALCULATIONS PERFORMED IN ACCORDANCE W/SECTION 1604 OF THE WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. FLORIDA BUILDING CODE. ANCHORAGE SHALL BE AS MENTIONED IN C.1), C.2)&C.4) 2.ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (D)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY. 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 8(SHEETS 4 4.ALL STEEL SHEET META.PANELS SHALL HAVE STRUCTURAL.QUALITY STEEL,ASTM A-653 GRADE 80 MINIMUM,G-60 GALVANIZED THROUGH 5)EXCEPT THAT HEADERS®&® SHALL NOT BE USED. STEEL DESIGNATION W/FY-92.2 kai(AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 1S TO BE S. ALL SCREWS TO BE STAINLESS STEEL.304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE,BLOCK OR WOOD FRAME 5001E W/50 kai YIELD STRENGTH AND 90 ka;TENSILE STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION BUILDINGS 2411.3.3.4. 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, 8&7 RESPECTIVELY; SHALL 14AVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL. WITH 36 kai MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE RONFORCEMENT DURING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11.THE INSTALLATION CONTRACTOR IS TO SEAT./CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH �) - THE BUILDING TO PREVENT WIND/RAN INTRUSION. - 1 4 0 TA 0 CHORS AS. UFACTURED BY I.T.W. BUIIDEX, INC. (Min.f'c-3192 p.a.i.) 12.STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - 1/4'0 x 7/8"CALK-IN ANCHORS,AS MANUFACTURED BY DEWALT INC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. - 1/4'(Min. X 300 SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINT SCREW, BOLT&SPECIALTY CO. 13 (a)THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION (Min. 0 PAN 0 P•s.i.) FOR A SITE SPECIFIC PROJECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - �114-10 PANELMATE FEMALE ID&PANELMATE PLUS ANCHORS,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4"0 ZAMAC NALIN ANCHORS,AS MANUFACTURED BY DEWALT,INC. (h)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'2"FOR ELCO PANELMATE AND BASED ON THIS P.E.D.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. 1 3/4'FOR ZAMAC NALIN ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.2) CAUL-IN&SOLID-SET ANCHORS SHALL BE EMBEDDED 7/8'INTO THE POURED CONCRETE. NO EMBEDMENT INTO (0)THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. STUCCO SHALL BE PERMITTED. 1/4"0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1'MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/0 HEAD, ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS. PROPER USE OF THE P.E.O. 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. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS,STUCCO OR WOOD BOARDS BE FOUND ON THE ANCHORAGE WALL OR SHALL FLOOR,ANCHMENTIORS SR A.1)EALONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (e)THIS ENGINEER P.E.D. ARECORD BEAR THE HT ATEA AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL (8)TO EXISTING CONCRETE BLOCK WALL ASTM C-90: 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W.BUIIDIX, INC. 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 - 1/4'0 x 7/8"CALK-IN ANCHORS,AS MANUFACTURED BY DEWALT, INC. FLORIDA BUILDING CODE. - 1/4"0 X 3/4'SOLID-SEE ANCHORS,AS DISTRIBUTED BY ALL POINT SCREW, BOLT&SPECIALTY CO. - #14-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS,AS MANUFACTURED BY ELCO CONSTRUCTION PRO aV80111111iso",' - 1/4'0 ZAMAC NA9JN ANCHORS,AS MANUFACTURED BY DEWALT,INC. ��% . A.T/( y, B.i) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PANELMATES AND ZAMAC NALIN ANCHOR, INTO THE E VCENs�••��� FLORIDA BUILDING CODE Non eocurrLGGne On BLOCK UNIT SHALL BE 1 1/4'. High Velocity y H Zone) 9.2) CALK-IN &SOLID-SET ANCHORS SHALL BE EMBEDDED 7/8'IN THE CONCRETE BLOCK UNIT. NO EE���F��FDMENT�r41v44 67 - O7°R0"L1sO'"` 24 GAGE GALVANIZED STEEL 5TORN PANEL DRAW' TO BY.. STUCCO SHALL BE PERMITTED. 1/4'0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD ST$C�O EXIST,* E - W/27/FAZE AND 1"MINIMUM FOR WALLS WITH NO STUCCO. %-�' STATE F - IL O�Jr•c. GLOBAL PROTECTION PRODUCTS, LLC. anE 9 B.3) IN CASE THAT PRECAST STONE,OR PRECAST CONCRETE PANELS,STUCCO OR WOOD BOARDS BE FOUN QRI �L�J'1 J TILUT TESTING&ENOINEEMNO COMPANY �00 S FL W31 W•31 STREETU.F, EXISTING WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PAN TIE s \����� � erne ®i'mo.'�',"t M-101 PHONE(954)aee�-73M M(954)e89-NISI 20-175 ANCHORAGE SHALL BE AS MENTIONED IN 8.1)AND IN 8.2). AAhps�ONA;1N 4A P�sFk/soxaT /oaTI: 1YALIEA AA. P .x x. m n-,u m �°' - o. ORAWDC W.: FLORCA Lk. 44 87 SHEET 1 OF to COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1 15.125•(TOTAL WIDTH) 2.187- 12.500•(EFFECTIVE WIDTH) .193' Ifo-20t3/4' CL .450' .750' SS.SND RIVETED -8 1/a°(iYP•) r •37' .125• ANGLE B 1/4' 1.350' 1.3 0' 1.350' 1.250 00• .18!!" .088' DR O 12 7/Y O.C. .500• - , i 1.50D' 10' (MAY BE REVERSED) .250 / I .088' .8.8�' 0,024'MIN.7HK:K g 3,3 5' 1.871' � 1.5°,0' EMMED OALVANRED STEEL l 2.000' .084 .084' ' 9Sj,1.016' , EDGE ASTM A653 7YP. GRADE W MINIMUM HEMMED '1 280 DETAIL A G-50 GALV. 4W EDGE c1g.084' ) 1Q STORM PANEL •-------- ---•_._._._._�-�-- 37s• TYP.) 1.350 1.350' DETAIL A 2.000' PANELS SHALL BE DOrALLED ALWAYSIFRO 2.387• AT T LEF D F MEND AA TO RIGHT E Ot PAN2oI.G 2O "H" HEADER O X TRACK ANGLE WITH STUD -TYP.PANEL TOP EDGE PANEL'S END LIP ` .375• 0.2 GALVANIZED STEEL W/HEWED EDGE R•0. f0.05' ' 0.12' ' .133'1 0.270' 200' G 0.625' 0.375' 1I 0.250'0 MD' 1.407' 0.625' 002709• 2.591" �� /, 2.25D• ISOMETRIC VIEW DETAIL A 9s7 00• * 70' PANEL 15 OR 5® 2� 133" ROUNDED CORNER® ENDS OF PANEL'S L�MGL �.. 378• END LIP W/HEMMED EDGE 0.625 .126' (N.T.S) .375• 2.500' TYP.BOTTOM DIM DOT" 067• ® KEY HOLE WASHER EDGE OF PANEL 3.750' 072, �•) .7so° 3105-H154 ALUM. ALLOY © KEY HOLE AT PANEL •750' 2.1�4' 7�. .813• tSEE SHEET 8 FOR ADDITIONAL .091' ULATATIONS IF SLEEVE LENGTH fS 1 J% O SLEEVE 2 i�8" N 125' ONLY VAUD FOR INSTALLATIONS INTO .375^ MAX, LENGTH ') R.17D•- WOOD STRUCRES. z.000^ zooD' 193' L 3.750" 2.548• t-.118' 125' 2.000' R.oaNN' O 1.050'0 �•) O REV. "H" HEADER ® "U" HEADER 1'MIN.TO 5'MDx. .750" 250•�) 9@ SLEEVE 1" MAX. z,DOo• LENGTH • 10 ANGLE 11 J TRACK 1© PANEL HANGER 3.000' 6061=T'6 ALLOY g1g1(1TLI11111/, e n .374" .384' ��" NN 7 zoo. `�A.���(i A.TI[�/�Ny�� FOR 1 f 4 WIDE �55�55 �.�P' �CEN J9% (USE ONLY FOR E-Z HANG STORM PANEL �-0 ,470' .275" '08 d �. sF•�••,• SYSTEM) 6063-T6 ALUM.ALLOY t.ej1' I II 1.125�eso�' No.44167 = FLORIDA BUILDING CODE (Non High Velocity Hurrlcone Zone) 2.000'. } ? (� -250 1.0 �• , IN.® MIN. 088° 0 1z3' a o2D2O nuOco•INC. 24 GAGE GALVANIZED STEEL STORM PANEL F.P. t.zot• r DRAWN BV: v oso• ? STATE OF 2.000' �$• SEE SECTIONS- .250' ='0.•. MIN. s • .�\C� �L �C O LNe. GLOBAL PROTECTION PRODUCTS, LLC. 07/DATE.070 204' d'/�� i. .uLLtLa``���`n ;a:ICNi°sg 0 °10o cC0nPs 4°00AhE.ii133s�i4E 20-175 NA:(ms)mf-fst,.r-,(�T®1-Tam PHONE:(854)659-7545.FAX:(954)8N9-8197 13 BUILD-OUT "F" 14 BUILD-OUT "F" TRACK 15 & 5®WASHERED WINGNUT •� ��• a - - -,< -. ®� � oRAw9ro Ka TRACK ANGLE (ZAMAC 3 ALLOY) P.E SEX/MGNATURE/ TE rAD¶De7t�r^P- f�a mIn RORIOA Lf°. 441N7 SHFEr 2 OF 16 MAXIMUM A.S.D. DESIGN PRIES SURERATING (R a f) AND CORRESPONDING 2/4 i/4, 3/4, 4/5, 5/5 & 6/5 MAXIMUM SINGLE PANEL M LENGTH Lp SCHEDULE ONLY FOR REGULAR STORM iw/6, 2w/6, 3w/7 & 4w/7 PANELS INSTALLATION INTO POURED CONCRETE CONCRETE BLOCK & WOOD (t) a•MAX ANCHORS(SEE SCHEDULE ON 3'MAX i°MIN. SHEETS 9, 10&11) 1'NIA. SINGLE PANELSCI)UNRESTRAINED SINGLE PANELS(ol RESTRAINL D AT EACH 0 0. AT TOP OR BOTTOM END WITH TRACKS Ili-M- 0& l(Aq$ D. WITH TRACKS Cl OR OD* DIRECT MOUNTED AT EACH END* MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH ®•®or® %+" OR "L-" (ft.)0 "L+" OR "L-" (ft.)0 MAXIMUM CONCRETE&WOOD MAXIMUM A.S.D. CONCRETE&WOOD I Al PRESSURE RATING INSTALLATIONS t PRESSURE RATING INSTALLATIONS t B (p.e.f.) (+ or-) L+ L- (P.8.T,)I+or-) L+ L- 20.0 12'-0' 12'-0' 20.0 14•-4• 131-0' A A 2a0 •12'-0' 11'-8• 25.0 12'-10' 11=7' Jao li'-B' 1O'-g' 30.0 ff•-a, !0'_7• 4 _ _. ._ ._. if PANELS W1 J5.0 10-10• 10'-0' JSO r0=f0' '9"-r (SEEUNB SECTIONLTED S S.S.ELS M.M.S.BST W/0 0 EAXOVERLAP 40.0 101-1' 91-4' 40.0 9'-6' 9'-2' APPLIGIBLE) (SEE SECTIONS AS APPLICABLE) 4&0 9'-6" 81-91 45.0 9'-1• 8'-71 I I_� 50.0 9'-1• 8•-41 50.0 e'-7• 8'-2• -..... J--1 a 55.0 e'-7• 8=0' 55.0 B•_J• 7'_9' - -- - - - 60.0 8'-J' 7-7- 60.0 6'-0` 65.0 81-0• T-4' 0.0 7-8• 7'-2• 7 70.0 7'-8' •4' 70.0 7'-s• a-11• D.M., -- 75.0 r-5- 61-l0• 75.0 7'2• 6•-8" - - 80.0 7"-2' 6'-r 80.0 7'-0' 6'-5" ©Of. 3 MAX 55.0 7'-0' 6-5' 65.0 7-0• a-3- 1•1AN. 1/4, 3/4, 4/5, 5/5 & 6/5 90.0 6'-91 6'r2• 90.0 6'-9• 6'-11 2/4 1w/6, 2w/6, 3w/7 & 4w/7 95.0 6"-8" 61-0' 95.0 6'-T 5'-!0' ANCHORS(SEE SCHEDULE ON SHEETS 9,10&11) -I 100.0 6'-5' 5'-11' 100.0 6'-J• 5•-r REGULAR STORM PANEL�C1� ELEVATION ro5.0 8=J' S=9• 0119.6 .0 6'-J• 5'-4` l 10.0 - s•-r ao - s•-r' 2,887• N.T.S. 1/4°Mor. GAP I15.0 - - 5'-6' .0 - 4'-f0' (MIN.O4ERAP-1 WHOLE VALlE4 119.8 - 5'-5' 0 - 4'-B° ,M6p�'¢ MINIMUM SEPARATION TO GLASS SCHEDULE MAIL GAP L(DSECTION A-A MAXIMUM WIND SPEED 6 170 m.p.h WIND SPEED> 170 m.p.h N.T.S. PANEL LENGTH (in) UNRESTRAINED RESTRAINED UNRESTRAINED RESTRAINED NOTES: 30 OR LESS 1" 1' 8 6 1/4" D(1)L+:MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE A.S.D.DESIGN LOAD. L-:MAX ALLOWABLE PANEL LENORI FOR A GIVEN NEGATIVE A.S.D.DESIGN LOAD. >33 TO 9D 1' 1' 7 1/2° 7 1/2' (2)PROCEDURE TO DETERMINE MAXIMUM PANEL LENGTH: GIVEN A POSITIVE A.S.D.DESIGN LOAD,DETERMINE MAXIMUM PANEL LENGTH°L+'FROM SCHEDULE. >90 TO 145 1' 7 1/2' 7 1/2• GIVEN A NEGATIVE A.S.D.DESIGN LOAD,DETERMINE MAXIMUM PANEL LENGTH•L- FROM SCHEDULE FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL TO THE 1vltll 9 DETERMINED PANEL LENGTH >145 TO 1 1° 1• - 7 1/2' BETWEEN`L+"AND'L-°. (3)SEE SCHEDULE BMW FOR MIN.PANEL LENGTH FOR POROSITY QUALIFICATION. MINIMUM PANEL LENGTH (in) FOR A GIVEN MOUNTING CONDITION t INSTALLATIONS INTO WOOD ARE LIMITED TO S 95 p. f.MAX A.S.D.DESIGN PRESSURE RATING TOP DIRECT 'h" U. 1•1X.5° 'F' A��K TRACK `pAA�`ov `Q\�,.9EET10 7 EN 1 PACER IS A.S.D.DESIGN LOADS&MAX PANEL LENGTHS FOR BOTTOM MOUNT HEADER HEADER ANGLE TRACK W/sm CLOSURES L S FLORIDA BUILDING CODE (Non High Velocity Hurricane..Zone) so' DIRECT MOUNT. 46" 32' 32, 35• Sw So° `' = Om m'7m INC. F.P. 24 GAGE GALVANIZED STEEL STORMPANEL .{ 1.5`X1.5'STUD ANGLE I. 0.4416]32' 32' 32' 42• 38• • DRAWN BY. a •F TRACK 55 32• 3z• 1. sY 60• 60• po. TATE OF Q I L E C O I N e. GLOBAL PROTECTION PRODUCTS LLC. 07rDm 1 qu W SIDE CLOSURE ANGLE s0• 32' s2" 38' 60° s6' S8` '��iL`S•, Rio •���� /yipTILLR�'0.� INEE�COMP� �MAE.ti�� Bu LD-OUT TRACK '7 LS' ����j\ PRwaF:(es4kes-Ts�e.FAn(e54)eee-87e7 20-175 t D U ES 50' 32' 32• 38' 60' 58• 56• 7ji�// 'r, A ""��0`°'" eK m mw�q, - aw m - we DRAWPro Nr. 111 llCh- llllllY l TU aTE WALTER AIDRWT1Jr.,RE r m tt-,u m + 911IT•! Or 19 FLORIDA Lta 44167 INSTALLATION DETAILS FOR REGULAR PANEL (j) INTO POURED. CONCRETE OR CONCRETE BLOCK STRUCTURES IS(ING POURED CONCRETE STINO POURED CONCRETE OR CONCRETE BLOCK R CONCRETE BLOCK REQUIRED. j REQUIRED. CONCRETE ANCHORS CONCRETE ANCHORS (SEE SCHEDULE ON (SEE SCHEDULE ON EXISTING SHEETS 9 THROUGH 10) 2 SHEETS 9 THROUGH 10) 2 CONCRETE ORCONCRErE REQUIRED.BLOCK 3 11�/14Y�-�7Dat' 1/2• 1/4• 1/4• Q.a%4 o�C MAX. M • CONCRETE ANCHORS 'J I I ! I (SEE SCHEDULE i E . I E. I SHEETS 9 THROUGH 10) I I� j 1 j I Ea EO ; 1 1/sY-zmt• 1/�•�LOzt• E I Wn. 9.BOL75 W 1 B0f79 W/® i SEPARATK)N d I II SEPARATION d OY81PP_ 1 EXISTNG (SEE STO CHEDULE I YOA+ •L'�z. (SEE S�LE I LENMH°ice I ' GLASS ON SHEET 3) - PANEL LENGTH jj ON SHEET 3) 1 j 1 I (SEE SCHEDULE 11 .TO GLASS. 1 •L'Max. 1 I ON SHEET 3) II I PANEL LENGTH 1 I I PANEL LENT( CONCRETE ANCHORS �l(SEE SCHEDULE I (SEE SCHEDULE ON THROUGH r—� I (SEE SCHEDULE (SEE SCHEDULE SHEETS 8 1 1 ( II I ON SHEET 3) 1 ON SH 1) I ON SHEET 3) 1 ' OF*I! LL I I 1 ' CLASITI I i I SIX I I 4Y-40�t• I I I OF E. I w 5 o wF•A/D BE OZ ED. E. . I E. i 2° DUSTING POURED I I® 12 1/2'O.C. 5 CONCRETE OR I (AS APPLICABLE) I 1♦'__TIX SCREW O CONCRETE BLOCK I CONCREIE ANCHORS J 1 0 t/a•-2AA•Ss.Os.W/Nur REQUIRED. (SEE SCHEDULE ON 1•Min. a 12 1/2'O.C. SHEETS 9 THROUGH 10) i TERNATE W/®ONLY WHEN SOLID LEG LOCATION SET4 CALK-IN ANCHORS ARE USED&W/®WHEN EXISTING RS POURED CONCRETE PANELMATES ANCHORS OR CONCRETE BLOCK ALTERNATE CONCRETE EXISTING POURED CONCRETE CONCRETE ANCHORS ARE USED. REQUIRED. ANCHORS OR CONCRETE BLOCK REQUIRED. STAGGERED W/STUD (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUILD—OUT MOUNTING WALL MOUNTING SHALL MOUNTING / DIRECT MOUNT SECTION 1 SECTION 2 SECTION 3 SCALE 3/6-7" SCALE 3/8.1° SCALE 3/B•1• ` \`\g010111H1/II % FLORIDA BUILDING CODE (Non Hlgh Velocity Hurricane_Zone) 0.44167 manD TaTECD' 24 GAGE GALVANIZED STEEL STORM PANEL DRnwN Bh _ NOTE FOR COMBINATION OF SECTIONS: m/n/2oaD ED. EDGE DISTANCE = STATE 0 I L E C O INe. GLOBAL PROTECTION PRODUCTS, LLC. 27/ (SEE SCHEDULE ON 70P & BOTTOM MOUNTINGS CAN BE s90'•. F Q nwr T1snNo a cNciwtEraND couPANr �S.W.51 SHEET OAM SHEETS 9 & 10) COMBINED IN INSTALLATION.ANY WAY TO SUIT ANY ;��x�. ,�ORID ,6� I,v�x��j,&M=m6lf MOMms en WIM PHONE(9S4)6OARE5IL 3331�s4)aev-we7 20-175 '''lll /O•• `. °-A10CMa0Dew 7�9 �a • oea DRAWWG No: IIINIII 1 11 GNATIIRE/OA7E WAITER A.TRUT Jr,P.E. fe f!D t7-113 W� s SHEET 4 OF iB r1mat U. 4416791 INSTALLATION DETAILS FOR REGULAR PANEL In INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS (SEE SCHEDULE ON (SEE SCHEDULE ON EXISTING POURED CONCRETE SHEETS 9 THROUGH 10) EXISTING POURED CONCRETE SHEETS 9 THROUGH 10 ORROCONCCRETE BLOCK RE CONCRETE BLOCK / REQUIRED. LEG EXISTING POURED D. LOCATION CONCRETE ANCHORS CONCRETE REWIRED (SEE SCHEDULE ON SHEETS 9 THROUGH 1 2 O10 um '4•OWLOEEX TER SCREW N OR 1 2 1/4' t/a•-20xl ss,Ms.W/fm 1/4• A MAX. CONCRETE ANCHORS ®12 1/2•O.C. (SEE SCHEDULE ON 1/2• 1 1 SHEETS 9 THROUGH 10)- I 1 4V-20xt• E . I -O.C. -clax. j I PANEL LENGTH IXISTI,NC�R j E I j j 1 (SEE SCHEDULE G II 1 , 1 I Mln ON SHEET 3Q0 & 0 1 t 4'r-goat' j t SEPARATION i 1 FOR SPACER SCCHEDULE is sous W t 1 R e 1 IacINR y n. ON TO GLASS. I t/l•/-20x1• (SEES SCHEDULE j sB�eoL�is'W 9&ON O SHEETS 'L' N. •-' (SEE SCHEDULE ON I ss.BOL79 w 1 I ON SHEET 3) 1 oL SPACER Y I I PANEL LENGTH SHEET 3 ( (SEE SCHEDULE OAR FORO 7.. ' N UNCM AR Y� PANELEL LENGTH E LENGTH 1 � 1n�TN UYFR y-o7 m. ON SHEET 3) II I I (SEE SCHEDULE I E EX IXLIsn E RAION f ON SHEET 3) GASS�"1 I 1 (SEE SCHEDULE p ON SHEET 3), I OF L" I 1 OF'L" 1 I I 9 I MAX. MAX. I 1 1Moo 4 j SPAC 0 125/Y O.C. E . I 1 E . LENGTH I I OF"L" p I 1/2. I 1 MAX. CONCRETE ANCHORS w+ e 61 O.C. CONCRETE ANCHORS EXISTING POURED (SEE SCHEDULE ON ,4 (SEE SCHEDULE ON CONCRETE EDGE OF WALL OR SLAB SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10 9 2 1/8'LONG NAX ALUMINUM REQUIRED (ALT.CONDITION) SPACERS®8 1 4'O.C.VALID FOR 3/4' EXISTING POURED CONCRETE ALL DESIGN LOADSAND PANEL CONCRETE ANCHORS \ OR CONCRETE BLOCK EXIUIRED. OR CONCRETE BLOC KHCRETE LENGTHS PER SHEET 3. 1'MAX.LONG ALUMINUM SPACERS (SEE SCHEDULE ON ED REQUIRED. 12 1/2"O.C. (SEE TABLE#1 ON SHEETS 9 THROUGH 10) SHEETS 9& 10.) CEILING AND FLOOR MOUNTING BUILD-OUT MOUNTING MALL MOUNTING /DIRECT MOUNT W/SPACERS n OR SECTION 4 SECTION 5 SECTION 5 SCALE 3/8-1' SCALE 3/8m1- SCALE 3/8-11' `S\;'�\,\CFNSF••/'p/'y FLORIDA BUILDING CODE (Non High VelocHy Hurcloune Zone rNo..441670 R0'nua 24 GAGE GALVANIZED STEEL STORM PANELFes' DRAWN enNOTE FOR COMBINATION OF SECTIONS: i m/a/2OE.D. EDGE DISTANCE = a ATED �L ECO1we. GLOBAL PROTECTION PRODUCTS, LLC. DUE:(SEE SCHEDULE ON TOP & BOTiOM MOUNTINGS CAN BE % O • O♦;IOP '• TINT TESTING a ENOINEERI G DONPANT 4800 SW.b1 SIR1T7 SHEETS 9 Bt 10) COMBINED IN ANY WAY TO SUIT ANY g �c ••.,, �\ u7 mssNAxnas ae am,WTcanmusnm:ea DAME'FL33314 20-175 INSTALLATION. ii��A/S/O •••�C\��� Dcm:laosl me mt—iWt )t�7843.FA7L•(B94I�� o@ oRAwwo NW.. ffffINIIft l S1M ATUIE/0ATE WALIER 7H.UT'Jr„P.E. t m n-1u m a RIDA Ua 441 a SHEET 5 OF 1E INSTALLATION DEALS FOR REGULAR PANEL Q INTO WOOD STRUCTURES Min V, 114'41-20.1' �` 1 SEPARATION WOOD ANCHORS TO CUSS.(SEE SCHEDULE ON 'zc. 1 4Y-2Dx1• �—(SEE SCHEDULE i SHELT 11) `ri 3 s/snFu Sous , ON SHEET 3) 1olls W I A. 6 1/4 o.c 1 FO>< R Y 67 WOOD HEADER 0: 1 GXISRt(�yj EL MGx. REQUIRED 2 WOOD ANC14ORS 1 CLA55 , I PANEL LENGTH 1/4" (SEE SCHEDULE ON 1 (SEE SCHEDULE SHEET 11) EQI I I I ON5 A ER1�FOR • IF-1� --'EQI I I �J ' LENGDI I I I 1 MAX. WOOD HEADE I I EQ C NBn. ,'`,}•I I I REQUIRED 2' EO '• I 1 t'MAX. LONG ALUMINUM SPACERS 0 12 1/2' • 1 I 1 1 O.C. (SEE TABLE#1 ON SHEET 11.) 1 fin' 1 j I I V MAX. 1EE NOTE 00 BELOW 1/2'LONG SLEEVES. LIMITATIONS FOR SEPARATION 1 I I 'L'MAX TO GLASS. I PANEL LENGTH 1 I 1 PANEL LENGTH (SEE SCHEDULE I 1 (SEE SCHEDULE 1 I I I (SEE SCHEDULE .._PANEL MATE FEMALE ID OR PANEL MATE ON SHEEP 3) I i ON SHEET 3) ON SHEET 3) PLUS(SEE SCHEDULE ON SHEET 11) t/ar-2o,t• — Ss IxILTB w t r— FA 4 Min. I TION 1 IEHGIII Y-e') EXISTING 1 GGLLAS& I I 2°x4'WdOD EXlSTGLASS Q, GLA55� I I PLATE REQUIRED SEE SCHEDU ON SHEET 3) DIRECT MOUNT W% SPACER fAA, ALTERNATIVE 2W' SCALE 3/9-1' ( 15cx SEE TABLE(Ji ON SHEET 11 FOR MAX. PANEL LENGTHS & j 1 1 OF"L' EQ i ® 12 1/2° D.C., IdgX,AS.D DESIGN LOADS FOR THIS INSTALLATION. 1 I i 15 MA"' ` I I '`•c,r.' '.,{,� 1 0 12 1/2'D.C. }. dFt Q j I _ WOOD ANCHORS **NOIE: ED .,i' STAGGERED W/STUD 'v �• (SEE SCHEDULE ON SPACER 2A NAY BE 1 1/2'LONG IF: SHEET 11) t 2•x4'WOOD , *ROTE \ ()MAAXX&ON ROOF HHEAILLIVION IS IEMD�oS LsroR&S�i UCTiIONN�MMAAMY16•_o• PLATE REQUIRED WOOD ANCHORS 1`MIN.SEPARAIWN TO CLASS INDICATED 2'%4°WOOD BUILDING HEIGHT CURRENTLY INDICATED ON SHEET 11). =� STAGGERED W/STUD ON SHEET 7 MAY BE REDUCED 70 1/4 AS PLATE REQUIRED (2)ANCHORS GONG THRU COMPONENT SA(FANEL MATE FEMALE ID OR (SEE SCHEDULE ON LONG AS THE FOLLOWING OCNDnIONS`AFC PANEL MATE PLUS)SHA L BE SPACED MAIGN M AT a 1/4'O.C. 7: SHEET 11) COMPLIED WITH: MIS A 6)• RESTRICTION FRDM 12 1/2'O.C.SPACING ALLOWED ON ' (1)CAMkVMOIAIISASDESIGN PAPREESSURE •i,. (3)MAX.24 WOE PANEL LENGTH IS LIMBED TO 56'AT ANY OPENING (2)TNAIOMUM STORM PANEL IFNCIFt IS MM IS A RISTRIMON FROM LARGER PANEL LENWIKS ALLOWED ON WALL MOUNTING / DIRECT MOUNT SCKEDUL&SKEET 11). ALTERNATIVE 2W (4)1 1/2•LONG SPACER COMPONENT BGA SHALL BE AS INDICATED ON WALL MOUNTING (3)INTO PANEL INS EOIW LL. SCALE 3/8m1' SHEET 2.INSgWVRON OF 1 1/2•LONG SPACER GA ITS ONLY ALTERNATIVE 1 W VAUD FOR wRND ZONES 1,2 AND 3 AS DEFERRED BY ASM SCALE 3/9=1' (4)INSIALLATION VALID ONLY FOR WIND E-1686 STANDARD AND THE 2020(Tth EOITION)OF THE FLORIDA ZONES 1.2&3 PER ASIM E BURDNG CODE 1866 -06. Aa1�ANR A•I j/E'A/AAAi o I .....,..�NOTES: `�P\''��,\CENSF•'��'' FLORIDA BUILDING CODE (Non High Veloc(ty Hurricane Zone NOTE FOR COMBINATION OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. _ No.44167 $ 0=0 RLTECO,INC. 24 GAGE GALVANIZED STEEL STORM PANEL F.P. DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS *: * :*_ CRAM Br TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR STATE COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') 's�'. �' IL E C O Ewe. GLOBAL PROTTREET ECTION PRODUCTS, LLC. G'�DATE' 0 INSTALLATION. 0i<` 71.TESTING&ENGINEERING CON PANY 4BOO S.W.67 314 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD % i�ED2a MM N.ate.a.m.=v .klwm A.a,e, WWE FL OJS1a MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC y��iA As/�A�FN A `- (( R°" °f'16t0m„D`a 6N-'"" �� 6'6.F"c(as4)se�B> ZQ DENSITY OF 0.55 OR EQUAL. NNp,mB, yE/DATE rw-0006716 WALTER A RLLIT Jr.,PE �,�-,•� m n" ,p SHEET 6 OF 18 Homo Lla 4416T INSTALLATION DETAILS FOR REGULAR PANEL nl INTO WOOD ALTERNATE LEG (Min.) EXISTING WOOD CATION BEAM BEAM REQUIRED. STR11C1URAL / ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. U O OOD ANCHORS ALTERNATE WOOD ANCHORS .�F'I SEE SCHEDULE ON (SEE SCHEDULE ON .r I 1'Min. 1/4'k1'NDD WASHER FIFiD SHEET 11) SHEET 11) -•E0 'EO;� 111/Mw4'-�xOni'she.Ys W/OWin 1/4° ti1, 1/2' •1x 1/2.O.C. MAX. WOOD HEADER _ L 1/2" i REQUIRED EXISTING_1 ® 1 1 I I 1 4'/-IX HFAD BOLTS G ! I I WOOD ANCHORS 2 I w, 0 B 1/4'o.c 1 I I (SEE SCHEDULE ON MIn 11 Min. I O SHEET 11) 1 !SEPARATION TOI —1 GLASS.(SEE I .. 1 SCHEDULE 1 1 1/4Y-20s1' 1 ON SHEET 3) I s.s.Iowa TVA- Min.SEPARATION TO GLASS, j —(SEE SCHEDULE ON SHEET 3) 1 1Ap PANEL MAX. sseaTsw, 1 I q^ PANEL LENGTH OLg MR PNGL LENGTH (SEE SCHEDULE 1 I I (SEE SCHEDULEIX�NGC� I I �oTR Y� ON SHEET 3) ON SHEET 3) ! 1 I I 1 I I 1 1 I 5 51 Ix '! 1 OF L' 1 I 1 OF•L" 1 I 1 MAX. MAX. I ! I I m 12 t/z•O.C. 1/2' 1 NO FINIS QQ 1 4'r xaal' ALLOWED ! EG T ;;.. xTAO sous "X6"WOOD 2'N4'WOOD PIATE DECK REQUIRED REQUIRED \ WOOD ANCHORS WOOD ANCHORS ` (SEE SCHEDULE ON (SEE SCHEDULE ON SHEET 11) SHEET 11) 2•MIn.-- CEILING AND FLOOR MOUNTING BUILD—OUT MOUNTING ALTERNATIVE 3W ALTERNATIVE M SCALE 3/8=1' ``#�'tR A,•TlErrrk, SCALE 3/8=1- 4\CENss:,T'i�i''� NOIESi `1107E FOR COMBINATION OF SECTIONS No.44167: a*: = FLORIDA BUILDING CODE (Non High VelocityHurricane Zone) 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. Na F.P. TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS ='a'• STATE OF 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN�y COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 ". �� INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ''��' ,Fto ` m/n/x0x0 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ;F i L E C O Iwe. GLOBAL PROTECTION PRODUCTS, LLC. am DENSITY OF 0.55 OR EQUAL 4'4i /0IVAL E TILLIT TESTING k ENGINEERING COMPANY 48DO S.W.81 STREET rlrr4rNlnH,HR �l� aTss Ncr.sm 1a.12a J�,aaaw cumGs L 331. RME,Et=14 20-175 NVmm-.Um� en-1a, PHOM(es4)ee0as4s.FAX*(es4)OesaTw RtK N IFOmX G9[ a..N umiul YO[ DRAWNO N°: P.E SEAL/SIGNRIIRE/OATE CA-oo , m,>-,� mm a WALIER A.IlOR Lie. LLff Jr.P.E. SHEET 7 OP 18 iDA lle. 44187 t END CLOSURES DETAILS• FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE SAFETY & E—Z HANG STORM PANEL M SYSTEMS p p ,1 POURED CONCRETE, p p 3 r 4 OR CONCRETE BLOCK OR 2'x J'x A9J'3105 H-14 OR / VARIES I ® & ® • frxe�OU EDOD FRAME 5063-TB ALLAY CONE AWN. 5' a ANGLE WITH 1/4'a x 1 3/4' 2 1/2'' TAP>CON 0 12'0.0. POURED CONCRETE,CONCRETE p Min• 1' BLACK OR 2'x4"WOOD FRAl1E POURED CONCRETE p p 1/rAl x 1 3/�'TAPCON }"t A4' CONCRETE BLOCK � ^ ANCHOR®12 O.C. 2 1/Y 2'x4'WOOD FRAME p 0 - OR® Min REQUIRED HALF PANEL. / 21/4'GAP 1 1/APCON ANCHOR Dn .T tY O,C. V,R� N 2'x2'x.053 TO TETRNATE LE0 LOCATION2' 2'xALUM.S'x SS'COMTD<L 418 Mqx.I OaW 31099-HGLE iS4 sHEEr POURED CONCRETE,CONCRETE 1 B_AC' METAL ALUM.SENT PLATE BLOCK O2'x4'WOOD FRAMEED 2 1/2' ,2•/ M Max. J M x.CAP 1/4'0EQT a_�4'x 4'x.072' 0 12 D.C. 3105-H14 OR 9063-TB ALLOY W/JACKNUr Cant Al...ANGLE CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4'=1' SCALE 1/4'=1' SCALE 1/4"=1' . SCALE 1/4'm1".. BDUD-sEr OR CALK-IN p OR ELCO PANELMATE .O POURED CONCRETE (6TIBO TRIM AT LUYE TD AND 4 OR CONCRETE BWrJt T P,BOTTRI OR PANE 11 AND (SEE 1.5% CONCRI�L'TEOUBL�K VARI[3 p p OR n4'WOOD SIDES OF OPENNG SCHEDULE ON SHEETS 9, (MIN. PANEL „p 4 & FRAME REQUDREQ AS Ap OF CBL.E 10&11) OVERLAP BEYOND 2'x4'WOOD FRAME Y MML p'7 F OPENING WIDTH) POURED CONCRETE.CONCRETE REQUIRED ^ BLOCK OR 2'x4•WOOD FRAME p V REWIRED p p 1 3/4'Max.] p �^©•©OR® VARIES 1 1 BEM w/ANC1ORm FRONT& 5'Max. REM FGi Fl/WG[S PARALLEL TO p WALL(NEVER CUT END PANEL) X s B.O.I DISTANCE G ������� _J B (Typ.) I ? a--m �4'� 9a `\�a,,,L1L„LL1L„��,,,,,��� CASE G (PLAN) o� av-2o ,•�N����A-.T,&'�•"' SCALE 1/4.-1° NUT o e•na .�17�`"•• �CEN '•• ✓•PLC VAUD FOR DIRECT MOUNT INSTALLATION ONLY& �' SF CERTIFIED PANEL INSTALLATION AT WALLS W/ NO.441BI SURFACE LEVEL VARIATIONS W(THIN 3/4- FLORIDA BUILDING CODE (Non High Velocity Hurrleane Zone CASE E (PLAN) CASE F (PLAN) s�'•. E Of .'cT = C2m TILT,NG 24 GAGE GALVANIZED STEEL STORM PANEL FA' SCALE 1/4'-1' SCALE 1/4'=1° ', �F •FCOR10�,.•���� DRAWN BY: GLOBAL PROTECTION PRODUCTS, LLC. 07/27/2020 'IAr'AA TIII�FL 48M S.W.51 STREET / 2f7 t� gay . y 0 3ML�NWJM COMPANY DAVIE.FL.s5314 20-175 Pnw°r WDSI m,-,6V.rm r Pal)m1-rm, PHONE(9U)W9-7646,FA(:(954)689-6797 -msm,mrmua.om _ Him- P.E.SEAL/SIGNATURE/DATE CA--0006719 °gym wn m.w mmr® wa DRAWING No: WA TRLT h. 7 r~ na,l-t°2 W91 a smm B Dr 16 FLORIDAFnw U. 44187 .MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL G) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(])INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAXIMUM ANCHORS SPACING FOR MIN E.D. P SCHEDULE BELOW APPLICABLE MAXIMUM ANCHORS SPACING FOR MIN E.D. SCHEDULE BELOW APPLICABLE MAXIMUM MAX.A.S.D. MAXIMUM MAX.A.S.D. DESIGN �SECTIONS PANEL DESIGN TD SECTIONS PANEL PANELMATE PANEUAATE PANELMAIE ANELMAIE PRESSURE TAPCON SOLID-SET ZAMAC-NAIIIN CALK-IN � LENGTH PRESSURE TAPCON SOLID-SET 7AMAC-ILIUM CALK-IN LENGTH RATING FEMALE tD PINS & L' RATING FEMALE ID PLUS h •L. TO ro TO tanTD To TO To TO 70 COMBINATION TO To ro iC ro TO ro To cOMBWATOV (P:G•f•) CONCRETE CONWOMIE CBLOCK BLOCKONREIE CONCCRFRIE CONCRETE CONCRETE CONRETE CONCRETE CONCRETE CONCRETE BLOCK CONRRIE CON BLOCK OF THEM (IL) {p.G.1.) GoNQ IE CONCREM CONREEIE CONCRETE R*n=CONCRETE CONTREIE NCRETE CONQiEIS CONCRETE BlockCONCRL1E OF THEM_22. (H') BLOCK DON 13- 13• 13• 13' 13" 13' 13' 13• 13' 13" 13' 13" 1 (TOP) 13" 13' 13• 13' 1 13' 13' 13° 1 13' '13" 13" 13" 11 1/2 1 (TOP) 13' 13' 131 13' 13" IN' Ir 13 13' 13' 13' 13" 1 (BOTTOM) 13" 13, Ir 13, 13• 13' 13' 13' 13• 13' 13' 11 1/2 1 (BOTTOM) 13" 13' 13- 13' 13" 13' 13' 13, 13" 13" 13" 13' 2(TOP) 13" 13' 13• 13° 13' 13' 13' 13' 13• 13" 13" 11 1/2 2(TOP) 13' 13• 13, 13" 13" 13' 13• 13" 13, 13" 13' 13- 2(BOTTOM) 13' 13" 13, 13' 13' 13' 13' 13" 13" 113" 13- 11 1/2 2(BOTTOM) 13' 13' 13' Ir 13' 13" 13- 13- 13• 13" 13- - 13' 3(TOP) 5,-r 13" it 13• 13' 13' 13' 13' 13' 13' 13' 13' 11 1/2 3(TOP) a'-6• 12 1/V 12 1/2'6 1/4-,6 1/4"12 1/2.12 1/2' - - 6 1/4. 6 1/4. 3(BOTTOM) OR - - 12 1/2.12 1/2'6 1/4' 6 1/4'12 1/2.12 1/2' - - 6 1/4' 6 1/4'3(BOTTOM) OR B' 8' B' B° B' B' a' a" a' B° B• 7 1/2"4(TOP) LESS 8' 5 1/2' e' a' B' 6 1/2' B" 7 1/2- 8' 6• 8' 8' 4(TOP) LESS B. - 8' - 8' - e' - B• - B' - 4(BOTTOM) 8- - B• - B" - 8' - B' - 8• - 4(BOTTOM) 13- 13' 13' 13' 13' 13" 13" 13° 13' 13' 13" 13° 15(TOP) 13° 13" 13' 1 13' 13' 1 13' 1 13' 13• 13" 13" 13" 11 1/2 5(TOP) 13- 13' Ir 13' 13• 13' Ir 13' 13' 13• 13" 13" 5(BOTTOM) AY 13' 13' 13' 13• 13• 13' 13" 13' 13' 13' 11 1/2'5(BOTTOM) 13' 13" it 13• 13" 13' 13' 13" 13" 13' 13" 13' 6(TOP) 13' 13" 13' 13' Ir 13' 13' 13' 13' 13" 13" 11 1/2'6(TOP) +OR 45 - - 6 1/4' 6 1/4' 8 1/4. 6 1/4- - - - - 6 1/4°.6 1/4' 6(BOTT•w) 45 - - 6 1/4' 6 1/4' 6 1/4' 6 1/4' - - - - a 1AV 6 1AV 6(Sm.-) TO LESS 13' S. 13' 110 1/2" 13" 7' 1 13' 7' 7 1/2 5 1/2 13' 4 1/2" 1 (TOP) +65,-65 13" 6' 13' 13' 13- B 1/2- 13' B 1/2- 9 1/2- 6 1/2- 13: 5 1/2. 1 (TOP) 13' 7". 13• 13' 1 13- 9 1/2 13• 9 1/2 10 1/21 7 1/2 13" 6' 1 (BOTTOM) 13' 7 1/2 13" 13' 13' 10• 13' 10' 11" B• 13" 6 1/2' 1 (BOTTOM) 13" S" 13- 10 1/2' 13' 7' 13" 7' 7 1/2 5 1/2 13" 4 1/2"2(TOP) 13" 6' 13• 13' 13" 8 1/2' 13' 8 1/2' 9 1/2" 6 1/2' 13" 5 1/2'2(TOP) Ir 7' 13' 13• 13' 9 1/2 13' 9 1/2 10 1/2 7 1/2 13' 10 1/2'.2(BOTTOM) 13" 7 1/2'1 13" 13' 13" 10• 13' 1 10' 1 11' 8' 13" is 1/2" 2(BOTTOM) 13' 7' 13' 13' 13' 9 1/2 13" B 1/2 10 1/2 7 1/2 1S 6 1/2' 3(TOP) >5,-5' 13- 7 1/2- 13- 13' 1 13' 1 10' 13' 10• 11" B• 13' 18 1/2'3(TOP) - - 12 1/r 12 1/2"6 1/4' 6 1/4'12 1/2'6 1/4' - - 6 1/4" 6 1/4' 3(BOTTOM) 'To - - 12 1/2.12 1/2.6 1/4- 6 1/4'12 1/2.12 1/2' - - 5 1/4' B 1/4-3(BOTTOM) TO 7' 3' a' 5 1/r 7' 3 1/2" 8' 4' 4 1/2' 3" 6 1/2" 3' 4(TOP) 144• 7 1/2' 3- B• 6' 7' 4' 8' 4' 4 1/r 3 1/2" 6 1/2" 3' 4(TOP) a' - a- - B' - 6' - 5 1/2' - 7 1/2' 4(BOTTOM) 6' - 6' B' - a" - 5 1/2° 7 1/2' - 4(BOTTOM) 13- 7• 13' 13'. 13' 19 1/2" 13' 19 1/2-10 1/2"7 1/2' 13' 6' 5(TOP) 13" 8 1/2' 13" 13' 13" 10' 13' 10' 11. 6" Ir 6 1/2"B(TOP) 13' 7' 1 13' 13° 13' 9 1/2' 13' B 1/2'10 1/2°7 1/2° 13' 6 1/2"5(BOTTOM) 13° 8 1/2' 13' 13" 13• 10' 13' 10• . 11' B' 13' 6 1/2"5(BOTTOM) 13' 5' 13' 10 1/2' 13' 7' 13' 7' 7 1/2' 5 1/2' 13' 4 1/2-6(TOP) 73' B' 13' 13• 13' 8 1/2• 13• 8 1/2- 9 1/r 6 1/2" 13• 5 1/2'6(TOP) 8 1/4' B 1/4' B 1/4'.6 1/4" - - 8 1/4' 6 1/4' a(tiOTT•") 8 1/4' 6 1/4' 8 1/4' 8 1/4' - - 6 1/4' 6 1/4" 5(BOTT.a) TABLE Al A SEE SHEET II FOR ANCHORS TYPE @ SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. A.S.D. DESIGN LOAD MAXIMUM PANEL • MINIMUM ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE FUR E.D. LENGTH LESS THAN INDIGAIED ON SCHEDULE REDUCE ANCHOR SPACING Bf MULTIPLYING SPACING SHOWN ON 40 PSF OR LESS 6'-8° SCHEDULE BY THE FOLLOWING FACTORS.FOR THIS OPERATION TO BE POSSIBLE,REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINMUM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE > 40 PSF TO 50 PSF 6'-2- ANCHOR TYPE 1/41D 1/4'm 1/410 1/4e 1/4.0 We > 50 PSF TO 60 PSF 5'-10" TAPOON SOLID-SEr PAINIMUNTE m P E ZWO-NAL N CNK-IN MINIMUM ANCHOR SPACING(In.) 3 3 3 3 2 1/2- 2 1/2 A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS MTMMOMOTGE OR1 3 3 1/2• 3' 3 3 1/2• 3 W1 SOLID SET ANCHORS & W/ 99 SPACER AT 12 1/2' D.C. DISTANCETE0.1 Rnac(�J 3 3 1/r 3 1/2• 3 1/2 3 1/r . d1A1A111P IA njJ r ACRW.WE DISTANCE E.D.) FACTOR ���`�1:��� •••••.�C/T��i�i 1 1/z• e., CEN -"• �'. FLORIDA BUILDING CODE Non High Velocity.Hurricane Zone 2 1/2' 0.B1 OSO - - - OJ50 D2D20 TOTEM INC. P.P. Y O.BD 0.78 - IXG - DA! O.4416T 's 24 GAGE GALVANIZED STEEL STORM PANEL wrawrN BY. 3 1/r - 1.00 1.00 - 1.00 z 07/27/202D I L E C O Twe,ATE GLOBAL PROTECTION PRODUCTS, LLC. DATE *+ SPACINGS ONLY VAUD WHEN SPACER 9 IS USED. SEE T #y1 FOR MAX. AS.D. '9 4WD SW.51 STREET O B 0 TIWT TESTING&ENGINEERING COMPANY MME. 33314 DESIGN LOADS &MAX. PANEL LENGTHS WHEN SPACER USED. %q ORIU� , yJ/'10� a xx emu,sa—>m,—w m a=K. 20-175 (T"S+' ......... �\ / Wmn v Dm)xff-1310.is,(�®1-1•.Jt PHONE(x34)538-0545,FA1G(N4)lfL9-67W o'V 6 sI(NW7URE/((( oATlia-000s"�W®" axe m®ao. o�u meu co�nr un oRAMNC No: I/NEIInE 1 WALIER A TINT Jr.,RE SFIEET B Oi iB FLORMA Lie.J44187 f. MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s:f.) AND CORRESPONDING. MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE do CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) MAX.A.S.D. MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW APPLICABLE MAXIMUM MAX.AS.D. MAXIMUM ANCHORS SPACING FOR MIN E.D.PER SCHEDULE BELOW APPUCABLE MAXIMUM DESIGN PANELMATE PANELMATE 70 SECTIONS PANEL DESIGN PANELMATE PANELMATE TO SECTION PANEL PRESSURE TAPCON SOLID-SEr FEMALE T PLUS ZAMAC-NAILN CALK-IN &0 LENGTH PRESSURE TAPCON SOLD-SET FEMALE T PLUS ZAMAC-NAILN CALK-IN LENGTH RATING 'L' RATING & v TO(P.91.) CDHCR=CO 70 10 TO TO 70 GONCIRME CONCRETE OpRmom -gm CONCRETE OON�CONCRETE To RcoNralETE CONCRkIE CONCOLOOK BLOCK BLOCK ETE CONCRETE TO OOFBTFIREM (1t.) (p.a.t.) CONCUEDETO CON co11RLWLTE BLOCU BLOW BLOCK ca TO TO �+�fANCRE�tE CONCRETECONC To RETE BLOCKBLOCK BUM CRETE Co COMBINATION TO (h) 13' 11' 13, 13" 13" 13' 13" 13' 13" 12' 13" 10" 1 (TOP) 13" 5' 13• 10 i/ 13' 6 1/2' 13' 6 1/2- 7 1/2" 5 1/2' 13' 4 1/2' 1 (TOP) 13" 11' 13' 13' 13' 13" 13" 13' 13' 12' 13' 10' 1 (BOTTOM) 13' 6 1/2' 13° 13' 13' 8' 13' e' 10' 7 1/2" 13' 6" 1 (BOTTOM) 13" 11' 13' 13' 13' 13" 13' 13' 13' 12" 13' 10' 2(TOP) 13" S. 13' 10 1/ 13' 6 1/2" 13' 6 1/2' 7 1/2' 5 1/2" 13' 4 1/2'2(TOP) 13' 11' 13' 13' 13" 13" 13' 13' 13' 12' 13" 10' 2(BOTTOM) 13" 7" 13' 13' 13" 9 1/2- 13' 9 1/2'10 1/2"7 1/2" 13" 6 1/2' 2(BOTTOM) 13' 11' 13, 13' 13" 13" 13' 13' - 13' 12' 13" to' 3(TOP) 5,-8. 13" 7' 13• 13' 13' 9 1/2' 13" B 1/2'10 1/2'7 1/2' 13' 6' 3(TOP) - - 12 1/2'12 1/2"6 1/4' 6 1/4"12 1/2'12 1/2' - - 6 1/4' 5 1/4' 3(BOTTOM) OR - - 12 1/2 12 1/2, 6 1/4' 6 1/4'12 1/2'6 1/4' - - 6 1/4. 8 1/4-3(BOTTOM) OR B" 8' e' B" e' 6' e' 8 1/2" 7' 5' e' 4 1/2' 4(TOP) LESS 7' 3' 6' 5 1/2' 7' 3 1/2' 8' 4" 4 1/2' 3' 6 1/2" 2 1/2 4(RP) �' 8" - e' - 8' - B' S' B" - 8' - 4(BOTTOM) 8' - 6 1/2" - 6' - 8' - 5 1/2' - 7• - (BOTTOM) 13" 11" 13' 13' 13' 13" 13' 13' 13" 12" 13' 10" 5(TOP) 13" B 1/2' 13" 13" 13' 9" 13" 9' lo' 7 1/2' 13' 6" 5(TOP) 13' 11' 13' 13' 13" 15" 13' 13' 13' 12" 13' 10' 5(BOTTOM) 13" 7' 13' 13" 13' 9 1/2' 13' 9 1/2•ID 1/2'7 1/2' 13' 6' 5(BOTTOM) 13" 11" 13' 13' 13' 13' 13" 13' 13' 12' 13' 10• 6(TOP) 13" 5" 13° 10 1/2' 13' 6 1/2' 13' 6 1/2° 7 1/2" 5 1/2" 13' 4 1/2'8(TOP) >+65,-65 - - 6 1/4- 6 1/4' 6 1/4' 6 1/4' - - - - 8 1/4' 6 1/4' 6(BO)T,4.) +75.-75 - - 6 1/4- 6 1/4. 6 1/4' 6 1/4' 6 1/4' 6 1/4' - - 6 1/4- 5 1/4' 6(BOTT.••) +76.-75 13" 7 1/2' 13' 13' 13" t0' 13' '10' 11' 8° 13" 6 1/2' 1 (TOP) - +II%-119.8 13" 5' 13" 10 1/2" 13" 6 1/2" 13' 6 1/2' 7 1/2' 5 1/2" 13' 4 1/2' 1 (TOP) 13" 7 1/2' 13" 13• 13' 10 1/2' 13" 10 1/2'11 1/2" B" 13• T 1 (BOTTOM) 13" 6 1/2' 13" 13' 13" 9' 13' 9' 10' 7 1/2" 13" 6' 1 (BOTTOM) 13' 7 1/2' 13' 13' 13' 10" 13" 10' 11" B° 13' 8 1/2' 2(TOP) 13" 5" 13'_ 70 1/2' 13' 6 1/2' 13' 6.1/2' 7 1/2" 5 1/2" 13" 4 1/2'2(TOP) 13" 7 1/2' 13' 13' 13' 10 1/2' 13" 10 1/2-11 1/2' 8' 13" 7' 2(BOTTOM) 13" 7' 13' 13• 13' 9 1/2' 13' B 1/2'10 1/2"7 1/2" 13' 6 1/2" 2(BOTTOM) 13' 7 1/2' 13' 13' 13' 10 1/2" 13' 10 1/2'11 1/2' B' 13° 7' 3(TOP) 13° 7' 13" 13' 13• 9 1/2' 13' 9 1/2'10 1/2'7 1/2' 13" 6' 3(TOP) - - 12 1/2"12 1/2 6 1/4' 6 1/4-12 1/2'6 1/4' - - 6 1/4" 6 1/4' 3(BOTTOM) TO - - 12 1/2 MI/41'6 1/4'12 1/2'6 1/4' 6 1/4' 6 1/4'3(BOTTOM) TO 7 1/2- 3 1/2- B' B' 7 t/2' 4' 8' 4 1/2" 5" 3 1/2" 7' 3' 4(TOP) 6'�' 7' 3' 8' 3 1/2' 8' 4' 4 1/2' 3' 6 1/2" 2 1/2'4(TOP) 7'-5' 8' 8' - 8• - B' - 8 - B - 4(BOTTOM) g' - 6 1/2" - B' - 8 1/2' - 7' - 4(BOTTOM)13" 7 1/2" 13' 13' 13' 10 1/2' 13' 10 1/2'11 1/Y 8' 13' 7" 5(TOP) 1J" 6 1/2" W 9' 13, 9' to' 7 1/2' 13' 6' 5(TOP) 13" 7 1/2' 13" 13' 13' 10 1/2' 13' 10 1/2'11 1/2' B' 13' 7" 5(BOTTOM) 13' 7" 13" 9 1/2" 13• 8 1/2"10 1/2"7 1/2- 13" 6' 5(BOTTOM) 13" 7 1/2' 13' 13' 13' 10 1/2' 13" 10 1/2'11 1/2' e' 13" 7' 6(TOP) 13" 5• 13" 6 1/2' 13" 6 1/2" 7 1/2' 5 1/2' 13' 4 1/2'6(TOP) 6 1/4' 6 1/4" 6 1/4' 81/4' - - - - 6 1/4" 6 1/4' 6(BOTT."•) - - 6 1/4- B 1/4' 6 1/4' 6 1/4' 8(BOTGa) TABLE it A 5EE SHEET 11 FOR ANCHORS TYPE&SPACING FOR INSTALLAMONS INTO WOOD FRAME BUILDINGS. A.S.D. DESIGN LOAD MAXIMLENGTH UM PANEL & MINIMUM ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE.FOR ED. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON 40 PSF OR LESS 6.-8. SCHEDLEE BY THE FOLLOWING FACTORS FOR THIS OPERATION TO BE POSSIBLE,REDUCED SPACING oer� SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPEON SCHEDULE > 40 PSF TO 50 PSF 8'-2" 1/41L 1/4•e 1/41e 1/41 1/4'O 1/4'e ANCHOR TYPE TAPCON SOLD-"..ET p LMUE ZAMAC-NARK CALK-IN > 50 PSF TO 60 PSF 5'-10" FFTAALE ID PtlS MINIMUM ANCHOR SPACING 0m) 3 3 3 2 1/2' 2 1/2 A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS , MINIMUM EDGE NC O°) 3 3 1/2' 3' 3 a 1/2' 3 111c11uU1nInFN W/ SOLID SET ANCHORS & W/ 8 SPACER AT 12 1/2" O.C. DISTANYE(ED.) Op1y7�BCDL 3 3 1M 3 1/2• 3 1/2 3 1/2' 4 �AA�`� ACTUAL EDGE DISPNCE ED.) FACTOR e`'�P�'•''".,,,,, .Td/�� t t/r 045 - - - - _ >Pa �\C�S�c''•,Q FLORIDA BUILDING CODE (Non High VelocityHurr(cons Zone 2 1/2' O.B1 - 050 = o.44167 O202o mTECG.INa 24 GAGE GALVANIZED STEEL STORM PANEL Fes' 3 a90 o.7a - t.00 - aa3 0*: * :*¢ DRAWN SO 3 1 Y - 1.Do 1.00 - Tao 1.00 - STATE 0 ' ' GLOBAL PROTECTION PRODUCTS LLC. 07 a�O �L �COINC. e a SPACINGS ONLY VALID WHEN SPACER 9 IS USED. SEE T LE1 FOR MAX.AS.D. O'•. Q 4800 S.W.51 STREET .t CQRIO TILLR TESTING t ENGINEERING COMPANY pAME,FL 33314 DESIGN LOADS &MAX. PANEL LENGTHS WHEN SPACER IS USED. i sas es 3v"Ta."30A xdma.AA.M n 37140 / F 20-175 //// / '••••••N �� Pew elf-159.: .(30SX mt-1611 PHONE(954)689-7548•FAX'(B54)G89-5797 //r pr�/IIIFIAI TURE/OA1E WALIER A ilLLffJdr.,P,E SNEE�fO OF 19 FLORIDA U. K167 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL(!) INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL 101NSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX.A.S.D. MAXIMUM ANCHORS SPACING FOR E.D. -AS SHOWN ON SHEETS 6 & 7 APPLICABLE MAXIMUM MAX.A.S.D. MAXIMUM ANCHORS SPACING FOR E.D. o AS SHOWN ON SHEETS 8&7 APPLICABLE MAXIMUM DESIGN PANEL DESIGN PANEL PRESSURE PANELMATE PANELMATE /& ' RATING TAPCON LAG SCREW FEMALE ID PLUS WOOD BUSHING( ANY "L G PRESSURELENGTH TAPCON LAG SCREW PEM LE IE PANELIAAIE WOOD BUSHING && LENGTH OF THEM (H•) (P•8,f.) FEMALE ID PLUS �OF TMEMN (ft.) 13" 13' 13' 13" 13" 1W(TOP) 13" 13' 13' 13" 13' 1W ) 13' 13" 13' 13' 13" 1W(BOTTOM) 13' 13' 13' 13" B" 1W(80TTOM) 6 1/2' 6 1/2" 6 1/2" 6 1/2" 6 1/2° 2W(TOP) 8 1/2' 6 1/2' 6 1/2' 6 1/2- 6 1/2' ZW(TOP) 6 1/4- 12 1/2' 6 1/4" 2W(BOLT.') 5'-0° — — 1 6 1/4' 12 1/2' 5 1/4' 2W(SM.,) 5'-0' B. e• e° e' — (TOP) LESS 7' 7 1/2' B' B' — 3W 0mp) LESS e' B. e" B• - 3W(BOTTOM) 7 1/2- S. W 8' - 3W(BOTTOM) 13' 13" 13" 13' 13' 4W(TOP) 13" 13' 13' 13" 13' 4W(TOP) . +45, 45 13" 13" 13' 13' 13" 4W(BOTTOM) >+450 LESS 13' 13" 13' 13" 13' 4W(BOTTOM) ( 13" 13" 13' 13" B 1/2- iW(TOP) +75. —75 13' 13" 13" 13" 10' 1W(TOP) 13' 13" 13" 13' B' 1W(BOTTOM) 13" 13" 13' 13" 6 1/4" 1W(BOTTOM) 6 1/2' 6 1/2" 6 1/2' 6 1/2" 8 1/2' 2W(TOP) B 1/2" 6 1/2' 6 1/2" B 1/2' 6 1/2' 2W(LOP) — — 61/4' 12 1/2' a1/4" 2W(BOTT.-)' >5'—O" — — 61/4° 12 1/2' 61/4' 2W(SOTT.r) >5'-0' TO 4 1/2' 4' 6 1/2' 6 1/2" — 3W(TOP) 14'O4' 4 1/2" 5' 7 1/2° 7 1/2- — 3W(TOP) 7-W a t/2" a 1/2" 7" 7" - 3w(BOTTOM) 5" 5 1/2- e' a° - 3W(Bo1TOM) 10 1/2" 9 1/2' 12' 12" 4' 4W(TOP) 13" 12' 13" 13' S 1/2' 4W(TOP) 13' 13" 13" 13'• B 1/2• 4W(BOTTOM) 13" 13' 13" 13" 10° 4W(BOTTOM) • SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER @ IS r-- SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 9 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 TABLE ji A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8" > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE M44LE ID OR PANEL MATE PLUS ANCHORS & W/(26 SP6QfpfWT„Q 1/2" O.C. FLORIDA BUILDING CODE Non.High VelocLty Hurricane Zone rp N 44167 ° 0�� °�' 24 GAGE GALVANIZED STEEL STORM PANEL 9RA 'er eir= z o AT OF GLOBAL PROTECTION PRODUCTS, I.I.C. DATE: ORIOP,:\ y�j_ 1 TLLLIT TESnNO k EN°It1ElRINO COMPANY 4eDA S.W.91 314 2G-17rJ �•�•C` I(J Klw a x.e.xu.si.a.am. 0 WMOM n m,ce OAwe.n.�.7t4 i, F ... (w!A1-tm, PHONE:(9541EE9-754E.FAX.(9S4)Sn-TM '////79j f111111NT18` �` GNATURE/OA1E WALTFRG0.°11Wf Jr.,rP.E ®vr mrt DRAWING Na m fl-tu EL r SNFFf 11 OF 1e FLORIOA U 4 167 r ANCHORS(SEE SECTIONS&ALTERNATIVES ON SHEETS 13, 14, 15&16 3°MAX. R-tA/13, R-2A/13, R-3A/14, R-19/13, R-28/13, R-313/14, 3�MAX D.M..Q. 1•MIN. R-1AW/15, R-2AW/15, R-3AW/16. R-1BW/15, R-2BW/15, R-3BW/16. 1•MIN' O or® O O O O O r --- ----- --- --- --- ----- ---- — --- ---- ----- --- — -- ----- -- I 1 L/2 { 1 4°0-20xi°S.S. OLTS I I 'L• 1 (USE FOR PANEL LEN OI OVER 7'-6) PANEL LENGTH R GULAR STORM PAN REG LAR STORM PANEL B'-6'0+40.0.-40.0 p.s.f. 1 Inl-'---• •-•- - - --- -•-.- -.-- -•-'- - --,-'- -• (W/OVERLAP MD PANEL LENGTH BOLT) LIFE STORM P EL - - 7'-6'0+50.0.-54.0 p.sf. . _ (W/O OVERLAP MOD PANEL LENGTH BOLT) USE 2'-B°MIN.PANEL LENGTH _1/4°°-2Dx1' .-—-- -'-'-' '-'- '---'-' -'-• '-'-'--- '-•-'-' --- AT ALL OUNRNGS BOLTS W/o AT EX OVE �° I L/2 { --- ----- ---- ----- - --'-- --- -- -- --- - ----2 NOTCHES AT STUD--- -�--- --- --- -- - 6. -- - ---- ----- --- ----- --- CATION 0 LIFE S P EL BOTTOM CORN O D.M.. 30, OVER Or® - WING NUT AT EXTERIOR WING NUT AT y LEFT PANEL RIGHT PANEL 3' t INSTALLATIONS ONLY VALID FOR WIND 1'MN. R-1A/13, R-2A/13, R-3A/14, R-18/13, R-2B/13, R-38/14, 1'Nw. SPEEDUP TO 17O m.p.h. R—tAW/15, R-2AW/15, R-3AW/16. Lol R-18W/15, R-28W/15, R-38W/16. -ANCHORS(SEE SECTIONS&ALTERNATIVES ON SHEETS 13. 14. 15&18 1/4°MAX.GAP LIFE SAFETY STORM PANEL In ELEVATION (t) SCALE 1/4°e1° REGULAR 2687° REGULAR M(STORM PANEL ( -� �VALLEY) AN I A1111111111/11 --- ---------------- --- - ==a�, �A-!4ti! ----- -- -- --- --------- ------------ - --- - MAX CAP; VE Z LIFE SAFETY PANEL ?"a - TA— 'Tk? FLORIDA BUILDING CODE (Non Nigh Velocify Hurricane Zone) EXTERIOR �:�F F�ORID� •'�+� ®2020 m1Em Na 24 GAGE GALVANIZED STEEL STORM PANEL FN %cS'S1/•........•.. DRAWN er: SECTION A-A N N 1L E C 0 Inc. GLOBAL PROTECTION PRODUCTS, LLC. 07 CAM..030 TILLR TESTING&ENGINEERING COMPANY 4900&W.51 STREET Yh R tY "Mom R Ma DAVE.FL3M14 SCALE 1/4°=1 w , 3a WMA° t' ZOZr7 Pemu:(x m nt-191 PRONE:(954)699-7545,FAX:(954)699-M7 20-175 m.r P.E.SEAVSIGNATINHEoIDATE CA-0006719 me r oosvml oa< eo®mI °a DRAWING N. WALTER A Tll rr;..P.E. nD t7-Iu 01 6HEDT 14 Or 1s FLORIDA ITe. 44167 INSTALLATION DETAILS FOR LIFE SAFETY PANEL nl INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ,/4.0 TAPCO EXISTING POURED 1/4.0 TAPCON EXISTING POURED 1/4.0 TAPCON EXISTING POURED 1/4.0 TAPCON EXISTING POURED ANCHOR O 9'O.C. NCRETE OR ANCHOR O 9'O.C. CONCRETE OR ANCHOR O 9'O.C. NCRETE OR ANCHOR O 9'O.C. NORM OR CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK REQUIRED. REQUIRED. REQUIRM REOUIFtED. 2 2 2 2 1/2' 1/q• 1/2• 1/4° 1/2. 1/a• 1/2• I1/4• Ax. MAX. MAx. MAX. E.D. I ED.• 1 1 j 1 j I I I 1 I 11 I II 1'Min. I II I I 1 B 1'Min. I 1 II-SEPARA7I0N I 11 II•-SEPARATIO I II 1 4'h20.1 E10S11 I TO GLASS. I 1/4h-204° II I 11/4•a2m1• EKISTIdU.D TO GLASS. 1/Pr-2aa1• EXI S MI BOLTS w t GLASS CLASSA�1S W EXISTI I�G•11 ATQea]s w t GLASS A 1S W N 11 I FOR It I- 11 1 7aat II I jj I Yatn n I (I u I u "L°Mm:. •L'MAX. II 1 'L'MAX. 11 I •I: II I PANEL LENGTH 6• PANEL LENGTH II I I PANEL LENGTH 61 PANEL LENGTH (SEE ELEVATION 11 I 1 (SEE ELEVATION -- (SEE ELEVATION 9 I (SEE ELEVATION ON SHEET 12) II I ON SHEET 12) 1°Min, I ON SHEET 12) II I ON SHEET 12) I, r IAIn. I u Ir--STPAttATx) 1 II I 1t--SEPAR&nO I —�--- - II TO GLASS. I I I 1 TO GLASS. I I I I L/2 I �2 1 6 e• I 3 E. A4 ED! I E. i ED.• I I 5 I I 1 1 I o 12 Ur I 0 121/t at I I I Inc I EQ EQ 3/4• HEX HEX Ns f0:x/"may-lE�y Ns. BOLTS w BOLTS W •12 1 2 O.C. O 121 2 D.C. / 1 4"0 TAPCON /4-0 TAPCON 1/4°0 TAPCON I /4°0 TAPCON ANCHOR O 9'O.C. ANCHOR O 9'O.C. ANCHOR O 9'O.C. ANCHOR O 9'O.C. EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR ED NG POURED CONCRETE OR NCRETE BLOCK REQUIRED. NCRETE BLOCK REQUIRED. ONCRETE BLOCK REQUIRED. -CONCRETE BLOCK REQUIRED. SECTION R-1A SECTION R-18 SECTION R-2A SECTION R-28 AL REGULAR PANELS O LIFE SAFETY PANEL O REGULAR PANELS O LIFE SAFETY PANEL WALL MOUNTINGS WALL MOUNTINGS SCALE 3/8-1• TQ ````A�%%W144414100111 ,,//'i SCALE 3/8-1' t1k SEE SHEETS 10&16 FOR ANCHORS ANCHOR TYPE 7A¢uN ��:'•yC E�fS�;•;v�''L TYPE&SPACING FOR INSTALLATIONS tNT0 WOODMOOD FRAME BUILDINGS. 3 = :• N0.44167 's FLORIDA BUILDING CODE (Non High VelocityHurricane Zone) ANCHOR SPACINGS AND MINMUM KN OX ANCHOR SPACMG On) EDGE DISTANCE ARE INDICATED ON THIS OMMMUMEDGE Canard.0) 3 .*' :TF E C2020 TaTEDO.MC. F.P. SCHEDULE FOR ED.LESS THAN INDICATED DWAKQ(EC) �,g M) 3 STATE OF ;�� 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN BY. SCHEDULE REDUCE ANCHOR SPACNG BY MULTiPL)ING SPACING SHOWN ON ACI(NL 0 E D6WRE(ER) FACTOR F(QR • 07/27/2020 SCHEDULE BY THE FOLLOWING FACTORS. GLOBAL PROTECTION PRODUCTS, LLC. FOR THIS OPERATION TO BE POSSIBLE 1 1/2• 01! '��i/ sS•••:... .,J �� E C O INC. DATE EET FACTOREDS SPACING HALL NOT BE LESS USING 2 tom. 091 ///AfA1�NA 1111 T � TIWT TESTING&ENOINEF]IINO COMPANY DADAM FL 133331144 2D-1�rJ mi!n9.yOB.52,f2w J04(ate,n.331. MINIMUM SPACING INDICATED FOR EACH 7• oAo Tr.f» mmo�rm��pn>)®r-im1 PlIONE:(834)08-7345,FAX.-(934)ee9-B787 ANCHOR TYPE ON THIS SCHEDULE 3 1 2° - P.E.SEAL/SIGILUIIRE/OATE CA-0008719 a"m r 'M — N.: - WALTER A 71LUT Jr„P.E. SHEET 13 OF 1B FLORIDA Lie. 44167 INSTALLATION DETAILS FOR LIFE SAFETY PANEL In INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4.0 TAPCON COSTING POURED 1/4.0 TAPCON DDSnNG POURED ANCHOR 0 9'O.C. CONCRETE OR ANCHOR 0 9'O.C. CONCRETE OR CONCRETE BLOCK CONCRETE BLOCK REQUIRED. REQUIRED. 2 2 1/2' 1/4° 1/2' 1/4' MAX jED.• i I ED! i I j 1 j I 1 I I H 1 I II 1'Mtn. 1 II I I IF-SFPARATO 1 II I 1 1 4Y-aoxt' II TO GLASS. IXSfldr it 9009 N 1 I S EOLTS N� Ol/SS D 1 EA. � i LASSIL�.It 1 A7 FA OJFRIur 6 n 11 I 1 °L•Max. 11 I 'L•�NL PANEL LENGTH ---T- 6' PANEL LENGTH (SEE E 1 u I t (SEE E�Al2) 1•Min. I ON SHEET 12)2) �� j1--SEPARNTO I I i 11 I I—, 11 TO cuss. ( . 1 t 1 I I EXISTING POURED E. I D(ISTINC POURED E'p4/ I CONCRETE 0 I CONCRETE OR CONCRETE BLOCK ® CONCRETE BLOCK REQUIRED. 1 0 121/l DC REQUIRED. I CBLYoxo) I I 1/4.0 PANELMATE PLUS / SECTION R=3A 1/4.0 PANELMATE PLUS SECTION R-38 ANCHOR® 12 1/2 D.C. O REGULAR PANELS ANCHOR(BEYOND) O LIFE SAFETY PANEL WALL MOUNTINGS SEE SHEETS 16 @ 16 FOR ANCHORS TYPE It SPACING FOR SCALE 3/8-1' INSTALLATIONS INTO WOOD FRAME BUILDINGS. MMUM ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE FOR ED.LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING SPACGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS.FOR 1TRS OPERATION 70 BE POSSIBLE REDUCED SPACING OBTAINED USING FACTOR SHALL Nor BE LESS THAN IIANIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ONE TEDULE 1/4'a 1/4'. ````� L�.A.. ��'�A�i��i TAPCON P�; .4�P•' \GINS`:'' MNWULL ANCHOR SPACING It.) a ' C FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) *MDDMUM EDGE OOnet(M•) 3 7 • 02020 nLIECQ INC. F.P. DlsnNrEa Oa cawnte gam QaJ 3 a t/2 z*: * )*e 24 GAGE GALVANIZED STEEL STORM PANEL MOWN ACTUAL EDGE D�1�OV FACTOR la-0 STATE 0 ::c MOWN BY.2O2o D.73 - moo' R P; L E C GLOBAL PROTECTION PRODUCTS. LLC. 2 1� 090 1.w ''��,/ ...Y11L lAl ` T uT snNO t ENGINEERING NCOMPANY 46DA IES.W.Bt 6ntEE1TT 20 a1 5 a n' '� • / �, E9a na]W.M.m.70�YW�M u�ca,s n ales DAY-.R.FAX( d' IIIIIIM/11111N1 «� -le]f PHONE:(DS4)689-754a,FAX(YS4)BA�B'7B'7 CA-ODLUY J au r ®m� o°n ax w oo.mi oac URAWNG Na P.E.SFJLL,/94NA771RE/CA7E NA Tllllr Jr.,PE 1 aD n-isa or a FLORIDAGRI Uc 44167 EIIEEf 14 Or 16 INSTALLATION DETAILS FOR LIFE SAFETY PANEL C1� INTO WOOD STRUCTURES VrFT WOOD HEADER WOOD HEADER % W000 HEADER WOOD HEADER ;r QUREED REQUIRED : REQUIRED REQUIRED f 1 4"0 TAPCON 1 4"0 TAPCON 1 4'1 TAPCON 1 4'0 TAPCON >< ANCHOR O 9'O.C. CHOR O 9'O.C. CHOR O 9'O.C. ANCHOR O 9'O.C. r 2 —02 <{ 2 2 J�X�M/A4i* ;y 1/2• 1 IA/4' Vf 1/2' 1/4. 1/2° ru/A4x. 1 I Min. I u i � ° i v4•.�Dx,• D I 1 D I 1 II II I 1 4rt20A' IT-— --.._ AT BOAS W 1 �� I 1/PO-T0.1• II AT EA TB W 1 OGSTI s BOLTS W EXISTINF�I T-.... 3.Bars W, GLASS I AT avo: E%LSTIN6,�1 I GLASS II I ate'•II I �1 U I ,Df cm� GLASS I Y' umm mm 7'-0'J GLASS 11 I- 'L'MAX. L I PANEL LENGTH II II 'L°Max. U *:T] 8'( ELEVATION II I x. PANEL LEHG7NPANEL LENOTH R ON SHEET12) II I PANEL LENGTH OSN SHEETAI2(SEE ELEVATON (SEE ELEVATION ONSHEE72) II It 1'Min. ON SHEEP 12) II 11 U.—SEPARATION 1'Min 1j�tn GLASS. 1 I U2 SEPARATION I II TO GLASS. —{—✓� p 1'Min. I I U I 1 tll TO GLASS. I I S. j I �:J U^SEPARATION I I 5 � 1 5 � I L/2 U TO GLASS. o,x,/x' I o,2,/Y 0 1 Q. I oa I I I --- E0. 1/2• f i Y�/M4• EQ. :f4 BOLT&2 4 O lx 1///xxx 0.0. 1 --f��Q:JJI 2'X4'WOOD G• /2' 1 4KEXza�,yGLdG4p•MS. PLATE i REQUIRED \ 1 e 121 1 4"0 TAPCON 1 4.0 TAPCON 1 4'0 TAPCON 2'x4'W000 �V +� ANCHOR O 9'G.C. ANCHOR O 9.O.C. I ANCHOR O 9'1 O.C. PLATE 1 4'0 TAPCON 2r STAGGERED W/STUD STAGGERED W/STUD REQUIRED IL ANCHOR O 9'O.C. 'x4"WOOD 2'x4°WOOD REQUIRED REQUIRED ALTERNATIVE R-1AW ALTERNATIVE R-1BIN ALTERNATIVE R-2AW ALTERNATIVE R-2BW O REGULAR PANELS O LIFE SAFETY PANEL O REGULAR PANELS 0 LIFE SAFETY PANEL WALL MOUNTINGS WALL MOUNTINGS SCALE 3/9.1• L,1H1uluMlpl///N' SCALE 3/8-1- a��Nt�R A:TI((/T ENS ''��� FLORIDA BUILDING CODE (Non High Vefocily Hurricane Zone c=TLTECO,INC. F.P. 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN s 44167 ? 24 GAGE GALVANIZED STEEL STORM PANEL DPAWN BY:PRESSURE ELEVATIONNGS ON SHEET 1L AND PANEL LENGTHS AS *: * *° GLOBAL PROTECTION PRODUCTS, LLC. m a,E0 z"o�, STATEO �� �COine. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD % 4Bo0 S.W.01 STREEr �''.F10R1�;:' l oa.� se°>��°wXB�wo.°�a°�PaA"ilae aa_�mu DENSITY OF 0.55 OR EQUAL MEMBERS TO BE SOUfTHERN PINE No 2, W/SPECIFIC' %�i S/ ```` rro.,Iansl�m��,mn �en_,m, PHAs4)sa (os4) BT BRAwwa 5: CA-DOOB7191-1 /IIH111 1 1L ����� WAITIIt A.TILLlT Jr.,P.E a!t,7-,u W • SHM is or is De 44167 INSTALLATION DETAILS FOR LIFE SAFETY PANEL 1 INTO WOOD STRUCTURES WOOD HEADER 000 RED UIRED HEADER gUI 1 4"0 RTAPOON 9' 1 4.O TAPCON CHO O.C. CHOR O B'D.C. st .a a *4`4111ZMAX. /4" 1/2" 1/4' all Mn. 1 Mn• 1 II '11 1 11 1 E%IS11 11- , I 1 1 4b-20x1• II 88 BOLTS WA GLASS I R G 11 AT G 11 1 Le�♦t.Tll�� n '--I MAX. II I '1 L• PANEL LENGTH PANEL II I I (SEE ELEVATION LENGTH II I 8• ON SHEET 12)ON SHEET 12) II 1'Min. I I �'•-.-SEpgRATI 1 I II TO GLASS. IF---SEPARATION I 111 I i L/2 ul 0 GLASS. EQ, �1f o to 1/t ac Q, 1 Ion 1/1 ac I i >1 I I 2'x4•WOOD 2"x4•WOOD PLATE PLATE REQUIRED I y 1/4'0 PANELMATE PLUS REQUIRED 1/4"0 PANELMATE PLUS ANCHOR O 12 1/2'O.C, X ANCHOR O 12 1/2"O.C. ALTERNATIVE R-3AW ALTERNATIVE R-38W O REGULAR PANELS O LIFE SAFETY PANEL WALL MOUNTINGSI., SCALE 3/8-1" ��`Q�.••• ••,.✓ yid �C ;\CEM a ND.44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ROM *' * OW20 T2•TECC,INC. F.P. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. STATE OF f� 24 GAGE GALVANIZED STEEL STORM PANEL DESIGN PRESSURE RATINGS (p.s.f) AND PANEL %�0 F(ppI GLOBAL PROTECTION PRODUCTS, LLC. 07� ° LENGTHS AS PER ELEVATION ON SHEET 12 �i F 1�--qv 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD yin„S1pNAL�N TILLIT TESTING @ ENOINEERINO COMPANY 4000 S.W.51 STREET MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC /h,,,,,n,,,pN� /��'�� ,ass Ns.sam sr a. w,aa cNmea.n a,4e RAVE,F.FAX-( �,(sssl m-,mo.Fu.Isa11 m-,WI PNaNe(os4)sm-7s4rs,FAX-<au)sest-s7u7 20-175 DENSITY OF 0.55 OR EQUAL OW371 .x. .oa aax msm wa DRAWING N. WALTER PE SELL/SIGNANRE/DATE G-OURJ Jr.A TILER ,P.E. '91ELT 10 OF 1e FLORIDA Ua 044107 EZ1/18, EZ 1 W/18 ANCHORS (SEE SECTION EZ1 &ALTERNATIVE EZ1W ON SHEET IS) 3'Maz 3'Mox, 1"Min. 1'Min. 9 (SEE NOTE 2) �W/(@ 9 NOTE 2) vSEE 014X1'S.M.S. 1 2� O CH D /1 6'0 ALUMINUM OF POP RIVEr * LAST PANELQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE 1/2" o 0 0 0 0 0 0 o O o PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. 12 AT 2 PER PANEL NOTES (TYP.) 5 OF'L" (1). DEFINITION OF SERIES 2000: E—Z HANG STORM PANEL SYSTEM (END PANEL) (INTERIOR PANEL) (INTERIOR PANEL) (INTERIOR PANEL) (END PANEL) • CONSISTING OF PANEL+ ConL TRACKS TOP & BOTTOM. SEE NOTES 2, 3, 4 I I I I SEE NOTES 2, 3, 4 Il e._O. (2)• END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK IOAX OTHERWISE A STOP BAR O)SHALL BE PROVIDED AT TOP OF SUCH A - PANEL LENGTH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION -. ._. .- _. ._L.-. SHALL CONSIST OF 1/4'0-200/4" M.S.W/ 7/8"00/32"WING BOLTED PANELS W/ 1/40-200" NUT OR 1/4'Ox3/4" Min.THUMBSCREW INTO TAPPED BOTTOM S.S. BOLTS W/@ 0 Eq. OVERLAP TRACK• LOCATION OF FASTENERS MAY BE AT EITHER OF TWO CA(SEE SECTIONS AS APPUBM I EXTERIOR FLAT FLANGES OF END PANEL s% OF'L" (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM MAX• TRACK (i.e. A STOP BAR IS ONLY USED AT TOP)AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3)ABOVE. IN SUCH CASE, CONNECTION OF JJ_L 1J_LLJJILLJJ_L J1LLJ L1J111JJ_LLJJ1 �1JJ_L1JJ PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. 0 0 0 0 0 0 0 o q SEE NOTE 4 3"Mmc 3"Mm. 1"Min. SEA 3 7 w 10 SOEE TE 3 1"Min. t INSTALLATIONS ONLY VALID FOR WIND ANCHORS SPEED UP TO 170 m.p.h, (SEE SECTION EZ1 &ALTERNATIVE E21W ON SHEET IS) EZ1/18, EZ1W/1 B TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL O) SYSTEM (t) SCALE: 3/32"=1" 2.687"(MN.OVERLAP 1/4"Max.GAP \\\\ _1 WHOLE MAIM MAX CAP �� � SECTION A-A SCALE: 3/32"=1" �•�``@�� !AEN,C(�j✓9% FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02020'namo.INC. 24 GAGE GALVANIZED STEEL STORM PANEL r•P' _5 0.44167 DRAWN In'. 07/27/2020 o•, STATE O I L E E:-0,,,. GLOBAL PROTECTION PRODUCTS, LLC. DAZE. TILLTT TESTING It ENGINEERING COMPANY 4800 S.W.51 STREET FCDHIOQ •G �• 2t7 ill-m`)en,". ( n=aT,rs PHONE (0x 75 5. AYAYI(es4)ea0-IT�G� 20-175 /. ••••'• 1 SIGNATUR GY900 ae�x. — — m.n mesr o a DRAWOm Na / /IIIIIIIIIIIN� '� WALTER A.TTLLTT Jr.,P.E m n-ua m / s FLORIM U. 4a1W SHEET 17 OF 1e INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL n INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES R. EXISTING POURED NCRETE OR ^^ 4 0 TAPCON CONCRETE BLOCK ',rr; ANCHOR 0 12'O.C. j REQUIRED. 1/4'0 TAPCON / 1• 1 14111'HEX HEAD TEK WOOD HEADER '% 1 11 140'HEX HEAD TEK ANCHOR® 12 O.C. CREW® 4'FROM REQUIRED :;g SCREW® 4'FROM ' EDGE OF V 1 EDGE OF 9 ><' 9 D. :> 1° M 1/2 1/40-20x1' I 9,BOL79 Auoeous w 7 t/2" o�B t/aac AT_� I 1/2• II i EGXIAISSTSIN��1G__III� RAT I1 IAAO G Bi - 1°Mn TO G1A55. E10STN S ARATI II - 3/16.0 UMINUM POP -ASS 7O GLASS. ) �LUMINU M POP RIVET RIVET IL— n t/4.0-20n1' I 6,_0. II -0 MAX. SB.�L79 W 7 n I MAX. 1/4Y-20a1'. I MAX. a n "' PANEL LENGTH * PSG 15 w, n I I PANEL LENGTH n I 1'II--SEPARAA I. no Min.i II I i 4.0-zo>12° II TO GLASS. 1 Imo—SEPARATION I THUMBSCREW 50% II I 50% II TO GLASS. I OF'L' 11 THUM�CR2W OF'L' II j 1 II I E ... uAe. E0. /2. 1/Y 1/2Y aAx E0. 7 40 TAPCON ANCHOR -+ 0 12'O.C. 1/4.0 TAPCON EXISTING POURED 2'-4"WOOD ANCHOR 0 12'O.C. NCRETE ORAEQUIRED CONCRETE BLOCK REQUIRED. WALL MOUNTING WALL MOUNTING SECTION EZ1 ALTERNATIVE EZ1W SCALE 3/8=1" SCALE 3/8=1" GENS ' ✓��y F vFLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Nan., MIN. PANEL LENGTH = O,441 c 0=0 TLLTWO.w0 24 GAGE GALVANIZED STEEL STORM PANEL rp' 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SHALL BE 2'-6' _* * 0 0RM"BY: PRESSURE RATING t/- 40.0 p.s.f. AND 6'-0' MAX .o:, STATE 0 07/77/20�D PANEL LENGTH. %�1., IL E OOiNe. GLOBAL PROTECTION PRODUCTS. LLC. DATE; 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD '4��C ., (ORI� /(�(� TIUH TESIINO t ENOfN MINI C04PANY 480D SW 81 S 34 DMEMBERS ENS O FL F00 BE.55 ORUEOUAL.PINE No 2, W/ SPECIFIC 'q'/ S+�O"' `\\�`` �°""�° ""'� OAW7M,FAX 24-175 •` \\ Runs t na0)m1-13 .m nOn e!I-IS]t P}IONL•(954)689-7548.FA1C(B54)G89-8787 O0-1 5 moaas twt mr.�.. mwR.. 'an /IIIIIIIIpL11 ONATUAE/OATE W&UR A TILN 1Jt.,P.E. aaD O-tu m/n g{EE(18 OF 18 Fl.ORIDA Lt..f44187