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12/Z6/2017 Florida Building Code Online ,a. Business Professional ' -q 4 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Unks Search d,bpr - ProductApproval4 �USER:Public User f 1011"va 1 Product Approval Menu>Product or Application Search>Application List>Application Detail •r-7 ,:'"� �. FL# FL15076-R5 4 `e Application Type Revision RECEIVED Code Version 2017 Application Status Approved FEB 0 1 ST. Lucie Caumty, Pt:rrnitting Comments _ Archived Product Manufacturer Global Protection Products,LLC. Address/Phone/Email 4800 SW 51st Street#100 Davie, FL 33314 (954)689-7545 tim.robinson@gppent.com Authorized Signature Tim Robinson >- tim.robinson@gppent.com a. Technical Representative Tim Robinson O Address/Phone/Email 4800 SW 51st Street Davie, FL 33314-5537 (954) 45 U tim.robinsoninson@gppent.com Quality Assurance Representative Lau Address/Phone/Email ......j Category Shutters F""'4 Subcategory Storm Panels LL Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John W. Knezevich,PE ' Validation Checklist- Hardcopy Received Certificate of Independence FL15076 R5 COI GLOBAL PROTECTION PRODUCTS DRAW 17-143 CERTIFICATE OF INDEPENDENCE.PDF FL15076 R5 COI GLOBAL PROTECTION PRODUCTS DRAW 17-142 CERTIFICATION OF INDEPENDECE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD 12 1999 TAS 201/202/203 1994 Equivalence of Product Standards Certified By hMne•/lflnrirhhuilriinn nrn/nr/nr inn Ail iOTR7n F1A/117vQRC9(7T/rhtn%4tio/'tti 1/7 12/26/2017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/31/2017 Date Validated 09/06/2017 Date Pending FBC Approval 09/11/2017 Date Approved 12/12/2017 Summary of Products FL# Model, Number or Name Description 15076.1 20 Gage Galvanized Steel Storm I Corrugated Galvanized Steel Storm Panels retained or not by { Panels/HVHZ tracks to provide hurricane protection. Limits of Use Installation Instructions 1 Approved for use in HVHZ: Yes FL15076 R5 II GLOBAL PROTECTION PRODUCTS DRAW 17- Approved for use outside HVHZ: Yes 143 20 GAGE GALVANIZED STEEL STORM PANEL.PDF Impact Resistant: Yes Verified By: Walter A.Tillit Jr., P.E. PE-44167 Design Pressure: N/A Created by Independent Third Party: Yes I Other: Large missile impact resistant with Maximum span of i Evaluation Reports 12'-4"for + or-43.8 p.s.f.ASD Design load for regular panels FL15076 R5 AE GLOBAL PROTECTION PRODUCTS DRAW 17- (see sheet 8 & 10). Maximum span is 8'-8"for life safety panel 143 PRODUCT EVALUATION REPORT.PDF and T-10"for E-Z hung panels. Created by Independent Third Party:Yes 15076.2 24 Gage Galvanized Steel Storm 1 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 R5 II GLOBAL PROTECTION PRODUCTS DRAW 17- Approved for use outside HVHZ:Yes 1 142 24 GAGE GALVANIZED STEEL STORM PANEL.PDF Impact Resistant: Yes Verified By: Walter A.Tillit Jr., P.E. PE-44167 Design Pressure: N/A j Created by Independent Third Party:Yes Other: Large missile impact resistant with Maximum span of i Evaluation Reports 12'-0"for+1-20 psf ASD Design load and 13'-0"for+/-20 psf FL15076 R5 AE GLOBAL PROTECTION PRODUCTS DRAW j ASD Desgn load for regular panels mounted without"h" ;17-142 PRODUCT OF EVALUATION REPORT.PDF header respectively. See sheets 3,5,9,10,11,12&17 of Created by Independent Third Party: Yes installation drawings for other spans and pressures based on mounting conditions. I U Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 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-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,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 click here. Product Approval Accepts: ® Kid Credit Card Safe 17v0r Q;V7\1A 01'}A0/'2,4 7/'� 11LIECO INC. TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR., P.E. PRODUCT EVALUATION REPORT FL ti1teco@Dao1.com License ol.com License No.44167 FL E.B.Liccnsc No.0006719 REPORT NO.: 17-0803.07 DATE: August 3Id, 2017 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATEGORY: Storm Panels PRODUCT NAME: 24 Gage Galvanized Steel Storm Panel MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC , Rule Chapter No. 61G20- 3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (PED )• Drawing No. 17-142 (revises Drawing 15-022), titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepgjp&W,;jJJeco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 0810�40 rii, is an integral part of this Evaluation Report. °�°°�P r• ° NO. 44167 Z o ° NAL 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305)$7111!530 - Fax: (305) 871-1531 PRODUCT EVALUATION REPORT NO. 17-0308.07 '- 2.2. TEST REPORTS: Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No- 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 10KM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by 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. 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 Docume,9t,jR&A4,� drawing No. 17-142. 24 Gage Galvanized Steel Storm Panel haj,ld 11 PAfi '6ccode compliance to work as a non-porous storm shutter assems•{� r STfll���99 Standard. �. 441q '4 A gF a0 I y m e�q� •• ...... O•N►Y !! PRODUCT EVALUATION REPORT NO. 17-0306.07 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. 17-142. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 17-142. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 17- 142. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 17-142. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No_ 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 17-142 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). 0 W- ;_ X14. 441 o` T a o . -oOF— NAL'�V .ePa II` GENERAL NOTES N ID FDR Rgan AG 1 SAFETY& - HM STOMA PANELS (C) TO I'Al #000(MIN cP flFl (:ReNYy f O 5 NIN): 1 STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1/4'0 TAPCON ANCHORS, AS M1IANUFACTURFD BY I.TW BUILDEX. INC MAT WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT NIGH - /14-10 PANELE FEMALE ID AND PANELMATE PLUS ANCHORS,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MIAMI-DARE/BROWARO COUNTIES). - 1/4"0 LAG SCREWS PER N.D.S. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A BASIC WINO - 7/18'0. 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 KO 3, 9 THRU 12 & 17, 18. AND PANELMALE FEMALE ID. IN ORDER TO VERIRY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O. 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 UG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'.NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 & 17, 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED,A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=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 ACCORDANCEWITH N.O.S. 2015. STORM PANEL'S ADEQUACY FOR IMPACT AND WINO RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8". 1/4'0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM THE ABOVE ME14TIONED CODE AS PER AMERICAN TEST UB OF SOUTH FLORIDA REPORTS #0814.01-01 AND #0219.02-09, AS SHOULD STUCCO EXIST,AND I' MINIMUM FOR WALLS WITH NO STUCCO. PER SSTD 12-99&ASTM E 330-02 STANDARDS.AND AMERICAN 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 C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS.STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING FLORIDA BUILDING CODE. WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN C.1), C.2)&CA) 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-H14 ALLOY. 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6(SHEETS 4 U 4.ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL.ASA-653 GRACE 80 MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS®&® SHALL NOT BE USED. STEEL DESIGNATION W/FY- 92.2 ksi(AFTER ROLLED) 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI 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 50018 W/50 kb YIELD STRENGTH AND 90 koi 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 TTY. 3W&4W ON SHEETS 4, 5, 6 & 7 RESPECTIVELY; SHALL RAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AISI 3G4 SERIES STAINLESS STEEL,WITH 36 kei MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 7 ANCHORS TO WALL SHALL BE AS FOLLOWS. 11.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. (A)T4 EXISTING POURED CONCRETE: - - 7 4 o CH UFACTURED BY I.T.W. BUILDEX, INC. (Min. Yc-3192 p.e.,.) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS 1/4"o . 7/8"CALK-IN ANCHORS.AS MANUFACTURED BY POWERS FASTENERS INC. PROVIDED BY THE JURISDICTION WHERE PERMIT 15 APPLIED TO 1/4"0 O 3/4-SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINT SCREW, BOLT& SPECIALTY CO. (Min. f'3000 p.0.i) 13. (a)THIS PRODUCT EVALUATION DOCUMENT(P.E.D)PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION - #14-10 PANELMATE FEMALE ID& PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT. ..e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - 1/4"0 ZAMAC NAILIN ANCHORS,AS MANUFACTURED BY POWERS FASTENERS, INC. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT Al) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4". 2-FOR ELCO PANELMATE AND BASED ON THIS P.E.0 PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED OH THIS DOCUMENT. 1 3/4"FOR 2AMAC NAILIN ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.2) CAU(-IN&SOLID-SET ANCHORS SHALL BE EMBEDDED 7/8'INTO THE POURED CONCRETE. NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. SUCCO 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.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR#000 BOARDS BE FOUND ON THE P.E.D. ENGINEER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN A I)AND IN A 2), ENGINEER OF RECORD THAT PREPARED IT (e)TO EXISTING CON[RETE BLOCK WALL ASTM C-90: 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4'o TAPCON ANCHORS AS MANUFACTURED BY I. T. W. BUILDEX, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL - 1/4'0 x 7/8'CALK-IN ANCHORS.AS MANUFACTURED BY POWERS FASTENERS INC. SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 17099.3 OF THE - i/4"0 X 3/4"SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINT SCREW, BOLI &SPECIALTY CO FLORIDA BUILDING CODE Ill 1 ARELMATE PLUS HORS,AS 0 PANELMATE LIN ORS. INC.AS PMANUFAC MANUFACTURED B POWERS FASTENERS.MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS 1/4"0ZAMAC NAI . 111111 NI4ONN hAYTN.-� B.1) MINIMUM EMBEDME14T OF TAPCON ANCHORS, ELCO PANELMATES AND ZAMAC NAILIN ANCHOR, INTO THE CONCRETE 111 P E ✓ - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) BLOCK UNIT SHALL BE 1 1/4' Q -Qpl]nLTFsp we t °L B.2)CAUL-IN& SOL#-SET ANCHORS SHALL BE EMBEDDED 7/8"INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO No,441.67 L 24 GAGE GALVANIZED STEEL STORM PANEL eruNr+e- STUCCO SHALL BE PERMITTED. 1/4"0-20 SCREWS USED SI4aLl BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST, * perm/17 AND 1'MINIMUM FOR WALLS WITH NO STUCCO. GLOBAL PROTECTION PRODUCTS, LLC. LCE oA,E. TivLIT>NrnNG a ENGINT EMING CCO-NY .eon E, 3, 311Ee DA`AL IL l3L• B.3)IN CASE THAT PRECAST STONE.OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE ;9� ORID?'.� ° -'6uel•"�'�+• •• 1w>1•"-,>,'"' TYgNE:(954)ee9-riU,fN[(95Qfe9-079, 17-142 EXISTING WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ~EB-eooe7l0�- 9Awn1c N° ANCHORAGE SHALL BE AS MENTIONED IN 8.1)AND IN 8.2). �1 wrTn A Hurt Jr_P.E9w,ew+ amrtn, r n FLC.-L, Iu,4] SHEET 1,e COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1') --15.125'CTDIAL - I —12.500'(EFFECTIVE MOTH)— — — --6 1/4-(TYP.) r--7.250-r- —.150— 1 S.STUD To 374:�- .125- ANGLE 0 6 1/4' 5OD —1 3W_ —1.350' .O_ 1,5DO" .100, Iw' ova-" 00 0 12 1/2'CC. 10 (MAY BE ftVIEPIM) • OES 250- .640, '14DAME 0 024'MIN.T�K 6 13!5- r"J- I', EDGE GALVANIZED WEL I I ASTM A650 Typ. N 2.060" .084" I.0iI5, RAM 80 MINNAUM aw, 2.12]5' DETAIL A 4F EDGE -t I .064" .125* 37 3 0" .-. ---. . .-._j 1 5 -'(np (TVIP.) (T) —1,350— INETAIL 11 -2.000- PANELS SHALL BE INSTALLED ALWAYS FROM LEFT TO RIGHT W1 1/2'LEG —2.387-- AT END AT LEFT SIDE OF PANEL "He HEADER O -F- TRACK O4 ANGLE WITH STUD TYP TOP EDGE PANaS 010 LIP _O PANEL 0 02-"(14., GALYAMZED STEEL W1 HEMMED EDGE .375' 0.270' 10.05" --Eb.EL 6.270* 25 6.250 1 407' .623 y 0-1 7% 00 —2.591 HEMMED I —2.250— ISOMETRIC VIEW DETAIL A 133* 15 OR 30 ROUNDED CORNER 0 ENDS OF PANEL'S 9-57 END UP W/HEMMED EDGE, f ASIA 2.376•--- .625, 25" ryp BOTTOM( DZIAM 1730 .091' 067- (�),KEY HOLE WASHER 1 .072' TYP 105-MI54 ALUM.ALLOY 750-,- 2 134* 750— 8j 12- 1.250" 1 .375" (TYP) i MAX. __j .—-2 000'-- LENGTH000 750" 2 000 250L REV. "He HEADER "U" HEADER (,p To 5 V_ SLEEVE 11* MAX, --2.ODDr— LENGTH10ANGLE .174' SIM11-76 AUOr 11 *J* TRACK PANEL HANGER 200' (1 1/4- W= F-Trx=T-1 (USE ONLY FOR E-7 HANG STORM PANEL r 150' J 275" vat- .470' MIN III TI % SYSTEM) 6063-T6ALUM. ALLOY 410' 1. 67 2 000-.' 125' • FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone) 123 nil TLTEw.wc STORM PANEL (TTP) L 4067 24 GAGE GALVANIZED STEEL ,A0 -44 1'1� SEE WCnOxS— — A it - 1L ECO— —2.000'— L--'- av" — MIN GLOBAL PROTECTION PRODUCTS, LLC. 20�� `IKKI I. OAX v TILUT TESTING&ENGINEERING COMPANY FLIT_T, �s ". ,I -..TESTING...-——.. DMAE �31. 17-142 -OUT "E" BUILD-OUT "F" TRACK & WASHERED WING PWNE, W!(954)M- BUILD @ HUI TRACK ANGLE (ZAPAAC 3 ALLOY) MY, JUT MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING 1/4, 3/4, 4/5, 5/5 & 6/5 MAXIMUM SINGLE PANEL'T LENGTH "L" SCHEDULE ONLY FOR REGULAR STORM 2/4 1W/6, 2W/6, 3W/7 & 4W/7 PANELS INSTALLATION INTO POURED CONCRETE CONCRETE BLOCK & WOOD (t) 3'MAK _ANCHORS(SEE SCHEDULE ON J'Mnx 1• SHEETS 9.10&/1) -_ _- ._---'1•.MIN. SINGLE PANELSn UNRESTRAINED SINGLE PANELS n RETRAINED A7 EACH AT TOP OR BOTTOM EN12 WITH TRACKS n.(51 Q& R OR a O WITH TRACKS 2 ORCB�* DIRECT MOUNTED AT EACH END= D.M., 20.Q3 • 4 , MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH ®'®or® %+" OR "L-" (ft.)D "L+" OR "L-" (ft.)O MAXIMUM AS-D. CONCRETE&WOOD MMESDESIA.S.O. CONCRETE&WOOD u PRESSURE RATING INSTALLATIONS t PRESSURE RATING INSTALLATIONS t - - -- - (D L+ L- (P.sl.) L+ L- -74� 20.0 12'-0" 12'-0' 20.0 14"-1' fY-O' 25.0 12•-0• n-e 25.0 12'-I0• lI•-r I 41171-4 J00 I1•-e' lo'-9' J0.0 I/'-0' IO'-2• 35.0 10'-t0• I0'-0• J5.0 10'-10' 9'-91 UNBOLTED PANELS BOLTED PANELS W/ I 4e-20X1' 40.0 9'-4' 400 9•-6' g2• _ - (SEE SECTIONS AS S.S. U.S. BOLT W O EA.OVERLAP' APPLICABLE) (SEEI SECTIONS AS PPLICABLE) y 450 9'-s' 6'-9' 45.0 9'-i' e'-7• 11 -_ _ __.L�L._� 50.0 B'-I' e'-4' 50.0 Mo 6'-7- 91-01 55.0 J. y_y I ' 4 � 60.0 e'-0' T-7• 60.0 e'-0' 2•-5• 650 e•-0' 7•-4' 65.o 7•-s' r-i' 70.0 7'-e• r-0' 70.0 7'-!' s•-n• D. 730 7'-5' 6'-to" 75.0 7•-2' 6•-0' - L.A� p - p eD.O T-z' 6'-T 60.o T-0• 6•-5' ®or® Y I s' eao r-0' s-3' Also 7-0' 6•-J r"w 1/4. 3/4• 4/5, 5/5 h 6/5 I-Mm. 90.0 6'-0" 6'-2' 90.0 6'-9' 6'-l- 2/4 1W/6, 2W/6, 3W/7 R 4W/7 95.0 6'-9' 6'-0' 93.0 6'-7' 3'-10' --- _ANCHORS(SEE SCHEDULE ON SHEETS 9. 10&I1)-- - 106.0 s•-e• 3-n a-J' S•-7' REGULAR STORM PANEL n1 ELEVATION 1050 6'-J' _!'-9' 21W,'O J• !' •I Too - S'-7• 2687' N.T.S. 1/4`Mg.GAP 115.0 - !'-6' - ' ' ("TfN OERLAP-i WHOLE"LEY) - �'-0• -��, G I MINIMUM SEPARATION TO GLASS SCHEDULE M /4' AX.CAP MAXIMUM WIND SPEED 4 170 m,J, WIND SPEED> 170 m.P.h SECTION A-A - 1 PANEL LENGTH N.i.S. (I") UNRESTRAINED RESTRAINED UNRESTRAINED RESTRAINED NOTES: 30 OR LESS 1' I' 6- 6 1/<' Q(1)L+:MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITWE A.S.D.DESIGN LOAD L MAX ALLOWABLE PANEL LENGTH FOR A GNEN NEGATIVE A 0 DESIGN LOAD >33 TO 90 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 1+ FROM SCHEDULE. >90 TO 145 1' 1' 7 I/2` 7 1/2' GIVEN A NEGATIVE A.S.D.DESIGN LOAD,DETERMINE MAXIMUM PANEL LENGTH'L-'FROM SCHEDULE. FINAL MAXIMUM AVOWABLE PANEL LENGTH IS EOUAL TO THE MINIMUM DETERMINED PANEL LENGTH >145 TO 166 I• 1' - 7 1/2' BETWEEN'L+'AND 1-'. (J)SEE SCHEDULE BELOW FOR MIN PANEL LENGTH FOR%OROSTTY OUNJrICATION. MINIMUM PANEL LENGTH (in) FOR A GIVEN MOUNTING CONDITION t INSTaLATION-S INTO WOOD ARE LIMITED TO c 95 p.s I MAX A.S.O.DESIGN PRESSURE RATING BUIL- BUILD-OUT 9}I EATS�/1 R�1f FOR MAX.A.S.D.DESIGN LOADS&MAX.PANEL LENGTHS FOR TOP DIRECT "h' -U- 1 5 U1O5" F. F-TRACK Y•TRACK All BOTTOM OUNT HEADER HEADER ANGLE TRACK S W/SIDE 1 e%5•PAAE)•'r^-' IS USED. ttOsua6s 4� ` S'p FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone - DIRECT MOUNT 45" 32' 32' 35' 1' 50' 50' :2p+7 T1L1ET0.Irc ML N0.44167 24 GAGE GALVANIZED STEEL STORM PANEL oMWN a. 4 1.5%1.5'STUD ANGLE 35' 32' 32' 32' 42' 36' >e' �*'• * *` 3 "F"TRACK - 55" 32' 32" 42' 6T 60' 60' x/9//17 A'.. IL E C O ENe. GLOBAL PROTECTION PRODUCTS, LLC. wc: T B SIDE TRACK ANLL[ 50' 3Y 32' b' 60' s6' S6' -S.W.51 91REET W SIDE CLOSURES 4AA;• TILLT T9enN0a ENGINEERING COWANT t BOLD-CUT F RTRACK 50" 32' 32' 38' 60' S6' s6' -_� l •' �„ - ava.n.wl4 /�C/'`�,,'( /\� •N(%,)4r.-„w ..y.`11"nr_:�,"Ml RHCNE (9 641669-75 4 5,FAX:(95A)66Y-6757 17-142 `• 6+ is /DaR' •F2-0006)19 ,q OMWUG IN: WAITER A LLT j,- P.E. S•e[7 ]Or 16 U4. 4416) INSTALLATION DETAILS FOR REGULAR PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES EXISTING POURED CONCRETE _EE ISTING POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK REOLnRED REOUIREO CONCRETE ANCHORS CONCRETE ANCHORS - (SEE SCHEDULE ON - I (SEE SCHEDULE ON I EXISTING POURED SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 1D) \ -J 7 1 CONCRETE OR CONCRETE BLOCK _O t/z, aeowREO. 11/K' MAXIAAx - CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUGH 10) 1 E.D. E.D. 1 I 1 E 1 1 I t S.Bars w�ij If—E�1 .s eoL*5 w E.D. 1 SEPARATION T G o.6AM �1 II' SEPARATION NFA I TO GLASS. I N:<Pol PWa -11 i0 G1A55. I uTCIH om 7-"•) ,III(SEE SCHEDULE I UIILIK ovJ f-e•I EXISTING (SEE SCHEDULE 'L'N".. -I I GLASS I ON SHEET J) I I PANEL LENGTH II ON SHEET 3) I 1Nin.SEPARATION I 'L IA... I (SEE SCHEDULE I I "C'Mw. TO GUS S. I PANEL LENGTH 1 ON SHEET J) II I PANEL LENGTH -1(SEESCHEDULE I (SEE SCHEDULE CONCRETE ANCHORS L _ _ u— (SEE SCHEDULE 1 ON SH( }) I ON SHEEP J) (SEE SCHEDULE ON - ( Ilr� I ON SHEET 3) r � SHEETS 9 THROUGH 14 I II 1 F" CL S S 11 I 1 7 1 E%ISTKIG 1 I Wil' Gu55 II �`JJ DozS I I I OF L �J I 1 AY-AI' e0lc VAX I I ED E D. 1/�• ——" -- EXISTING POURED j 6 12 1/2'O.G t_ / I (AS APPLICABLE) CONCRETE OR I CONCRETE ANCHORS_ 1 'HDI wASHOt KTID CONCRETE BLOCK ,_ WDOI iLx SCAEw a REOUIaED. _ I 1 (SEE SCHEDULE ON I - 1 —EDi/s=smt•z.5 w5 w/KUr - SHEETS 9 THROUGH 10) •i•••.[�N.TE a,2 V:•o.c. W/(n ONLY WHEN SOLID SET&CALK-IN ANCHORS OCATIONI ARE USED&W/ `'WHEN EXISTING POURED CONCRETE 4 PANELMATES ANCHORS OR CONCRETE BLOCK REQUIRED ALTERNATE CONCRETE _EXISTING POURED CONCRETE CONCRETE ANCHORS ARE USED. ANCHORS OR CONCRETE BLOCK REOUIREO. STAGGERED W/STUD (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUILD—OUT MOUNTING WALL MOUNTING A M U TING DIRECT MOUNT SECTION 1 SECTION 2 SECTION 3 SCALE 3/8-1' SCALE 3/8-1' T1 P�";:''EN" •.'�� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) t ; omn nLlEco."" 24 GAGE GALVANIZED STEEL STORM PANEL K-L No.44167 ` u"N By NOTE FOR COMBINATION OF SECTIONS GLOBAL PROTECTION PRODUCTS. LLC. wo^un E.D. EDGE DISTANCE 'Q I L E C O l u c (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE sy`AA nLUT TtmKc a pym ESRIKc cowvAHr •Bao s.w st s+wLP SHEETS 9 # 10) COMBINED IN ANY WAY TO SUIT ANY ..Qy —..xu.u.. wWL. I.swA 17-142 INSTALLATION. "�'•, 40 ImI n.-m. PHd1C.(95.)ee9�T5.z.EA%(YN)EY-eT9) .,., �+ei oe"nlw w. EB-O0a�T19 �' wKiER PlLif Jr..P E An� SMELT �Of le n.ORIG v Kat61 INSTALLATION DETAILS FOR REGULAR PANEL C� INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHOP.S (SEE SCHEDULE ON EXISTING POURED CONCRETE (SEE SCHEDULE ON EXISTING POURED CONCRETFF_ SHEETS 9 THROUGH 10) OR CONCRETE BLOCK SHEETS 9 THROUGH 10) OR CONCRETE BLOCK REQUIRED. REQUIRED _&TERNATE LEG t6F CONCRETE ANCHORS EXISnNG POURED . LOl.A1K1N (SEE SCHEDULE ONCONCRETE REWIflED SHEETS 9 THROUGH 1c- Ll -[^ n /s/ ' sm CONCRETE ANCHORS_ •t]I/2'oC.(SEE SCHEDULE ON I/ySHEETS 9 THROUGH10)iED. I .cE.D. I � AC91•f I/r o.c PANEL(SEE SCHEDULE i E0 I ON SHEET 3 GLASS II I 1 '— I MiCOR SPACERSEPAR1 h SCHEDULE TO GLON SHIFTS flag�I wra I TO GLASS. 1 I/.:-to.l 1SEE SC � 9 k 10 FIDi1N aHP 7� 1 n. I 5. DN SLEef[pSPACER -- - V Mo.. -) (SEE SCNEDIILE ON , ,u L_ ra,ra PANEL LENGTH L (IH tort Pwfi 'L•Na.. r� IyCIN p•Te T�-I ($EE SCHEDULE r VJ6e1 o4DI TX) PANEL LENGTH ON SHEET S) I Jfl (SEE SCHEDULE EKISfxEG-� - ---T 1 SEPARATOI 1 E%ISTK�(L —1 ON SHEET 3) E TO GLASS. GLASS CLASS I p(SEE SCMEDIKE I - E 1 �-': %Z 1 ON SHEET 3) 1 50111 OF OF'L' 1 I _,O I MAX. I MAX- I 10- , ED I 1 ED SPACEk I OF - 1 , 6 12 1/2'O.C. - LENGTH i MAX 1 1 1 L I I I /.Y-3o,Huo ear3 1 r f,/••oc - - I CONCRETE ANCHORS I CONCRETE ANCHORS , EXISTING POURED (SEE SCHEDULE ON - (SEE SCHEDULE G _ —_ CONCRETE EDGE OF WALL OR SUB SHEETS 9 THROUGH 10j J SHEETS 9 THROUGH ID) O2 1/8 LONG MA%.4OUC VAM REWIRED KT CONDITION) SPACERS 6 6 1/S'O.0 VAUD FOR •7/4' EXISTING POURED CONCRETE ALL DESIGN LOADS AND PANEL OR CONCRETE BLOCK EXISTING POURED CONCRETE LENGTHS PER SHEET 3. CONCRETE ANCHORS REQUIRED. OR CONCRETE BLOCK 1'YA%.LONG ALUMINUM SPACERS 0 (SEE SCHEDULE ON REQUIRED. '-�12 I/2'O.C. (SEE TABLE /1 ON SHEETS 9 THROUGH 10) _E O' SHEETS 9 h 10.) CEILING, AND FLOOR MOUNTING BUILD—OUT MOUNTING WALL MOUNTING /DIRECT MOUNT W/SPACERS(9)OR SECTION 4 SECTION 5 SECTION 5 SCALE 3/8-I' SCALE 3/8.1- SCALE 3/8-1' ,L N •• '9 FLORIDA BUILDING CODE (Non High Veloclty Hurricane Zone) i z. 24 GAGE GALVANIZED STEEL STORM PANEL oRA.r,Ln. S 0. W67 a/os/n NOTE FOR COMBINATION OF SECTIONS PROTECTION PRODUCTS, LLC.EDGE DISTANCE IL EGO1Nc. GLOBALE.O. aMr. (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE / TIL IT TESTING•ENGINEERIN�cowvNr .wo E.w.s1 ll[n SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY ��••. Q : �1� . r o•vlE. .`]Jla 17_142 INSTALlAT10N. -O .,.CO \ i,••1 o''."'-.,w Alxsl•; v,laN[ rosalfe9-Ta•3. •r:rosgfe9-e»T 0."xo. • Tf EB-oC06T,i� ntiTER> TiuR i.. P.E. SN[ET 3 er 1• rLOR�pA U a,eT INSTALLATION DETAILS FOR REGULAR PANEL n INTO WOOD STRUCTURES - ,IGn SEPARATION AGOG ANCHORS I TO GLASS. _ �- —(SEE SCNEDuIE� (SEE SCHEDULE ON SS e-�1"8005 I ON SHEET 3) SHEET 1t) 5 •1/s'os. �.._ ( y-d) 1 I v ---1 E�TIy�� --� PANEL LENGTH WOOD HEADER WOOD AIICHORS _ ._ I I GLASS 1 I (SEE SC7IEDULE REQUIRED I _ ON SHEET It FOR _ (SEE SCHEDULE ON I - SUx SPACER MAX SHEET 11) GI SPACER It/2 - Oi _ LENGTH i `/ MAX WOOD HEADERI EO r A6n. I 1 _ i RED t- REOUIi I 11 --�/\�11'MAX LONG ALUMINUM SPACERS 1 �-/lx ET I O.0 (SEE TABLE M1 ON I I I wj±� I I SHEET 11) 1 MN, I 1 I 1 SEPARATION ) "L"MAX I Z'IIA% 1._ TO GLASS. I PANEL LENGTH 1 I PANEL LENGTH I (SEE SCHEDULE I I (SEE SCHEOUL: PANEL MATE FEMALE 10 OR PANEL MATE 1 1 (SEE SEE 3)__ 1 ON SHEET 3; i PLUS(SEE SCHEDULE ON SHEET 11) 1 �SHEET 7) I ON SHEET 3) L___._ ,,— SEPARATION I 1 I uuy .R r.') TO I TO GLASS. I 2'.4'WOOD-- GXLI/T r1 INGGLASS-7 (SEE SCHE UUIE I PLATE REOUIREL ON SHEET 3) DIRECT MOUNT W/ SPACER 4A I I * ALTERNATIVE 2W' 1 I SCALE 3/8=1` 1 I , I�J I I • 12 1/2"O.C. SEE TABLE #1 ON SHEET 11 FOR MAX. PANEL LENGTHS h I 5 L._ NA%.A.S.D DESIGN LOADS FOR THIS INSTALLATION. In I OF V i EO u MAX r�S�TA.CGERED EOJ/4 I O 12 I/2'O.C.EO INCHORSJ1 I W/SM EO (SEE HEDULE ON 7'MIN.SEPARATION TO GLASS INDICTED SHEET 11) ON SHEET 3 MAY BE REDUCED TO 1/4' �/a� AS LONG AS THE FOLLOWING CONDITIONS 2'x4"WOOD I ) I ARE COMPLIED WITH: PLATE REQUIRED _WOOD ANCHORS 'X4'WOOD STAGGERED W/ STUD LATE RFOUIREO (1)MAXIMUM ASD DESIGN PRESSURE (SEE SCHEDULE ON -- RATING IS +60. -65 p.s.l. SHEET 1t) (2) MAXIMUM STORM PANEL LENGTH IS 72.' (3) INTO ANPANEL IX STING WOOD FRAMO FRAME WALL! WALL MOUNTING ALTERNATIVE 1 W zoNEs(4)ZONES vwo ONLY FOR WINDALTERNATIVE 2W 1, 2 h J PER ASTM E SCALE 3/61 SCALE 3/8-t' 1996-06. NOTM FLORIDA BUILDING CODE (Non High Velocity Hurricane Iona NOTE FOR COMBINATION OF SECTIONS 1 INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. t20'T Mme'R'c 24 GAGE GALVANIZED STEEL STORM PANEL oII—91 ML DESIGN PRESSURE RATING (p.s.T)AND PANEL LENGTHS TOP h BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3(EXCEPT FOR w/osy1T COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') IL E C O INc. GLOBAL PROTECTION PRODUCTS. LLC. WTE INSTALLATION. TI,UT TESTING IA E'GIN�[ERING co nAAM aeon s+:°+sTeTrl 2. FOR NEW WOOD FRAME CONSTRUCTION-. WOOD °- 5 mIA 17-142 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC a / / °""'_"-"'°,a`,C,�"O'1 e1-'y'N P"o"'c(ssa)seer545,rAe:pss)esc-eTSTmNc NF DENSITY OF 0.55 OR EQUAL PE STA/H—RE/LAT EB-GSGe)+9.� xI.TER• LLrt- - ^ s1I[n a or Ie aaie+a INSTALLATION DETAILS FOR REGULAR PANEL n INTO WOOD ALTERNATE LEG SEAR'(Alin.)EXISTING WOOD __ - �A� BEAM REQUIRED, STRUCTU L ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ' ^ ARCHITECT PRIOR TO SHUTTER INSTALLATION D ANCHORS ALTERNATE W000 ANCHORS _ (SEE SCHEDULE ON (SEE SCHEDULE ON V�•r'HLx wAZHEA NrAy SHEET i t) SHEET 11) ^'E0�-E0 _-_BIW eulDEs 1Fx M.Ew oM FA [O - - p i/2. /•'-Ea1•Ss. i/q. e U I/E'OC. 1 ,VAX WOOD HEADER 11/2' EXISTING 1 8 I 1 -- —) REQUIRED I •,� , GLASS-1 O..- W.0110031 1 I WOOD ANCHORS „ I M e 1 1/4'O.C. i I (SEE SCHEDULE ON A22' IA,n I SHEET 11) im ,SEPARATION TO 1 -.I GLASS.(SEE 1 SCHEDULE I 1/•'A-lar' , 1 ON SHEET J) S.S Iw;1s G`r , Min SEPARATION TO GLASS.1`-(SEE SCHEDULE ON SHEET 3)— my I I 1sNCIN oA1 Tx) 'l'MAX, A ap`am* PANEL LENGTH 1 PANEL LENGTH • ( FOR geEL (SEE SCHEDULE OL (SEE SCHEDULE E%ISTING 1 I LEM.TH OAA r-d-) ON SHEET JJ I��--- ON SHEET 3) CUSS r— 1 1 1 SOA 1 I sox 1 1 OF.L. 1 I OF Y' i ; -o MAX. MAXa 12 112-Oc 1 I EO --�^---� NO�Fey�liT_ I 1/2� WEA ED V•'•-1a r 1 1 1 z 1 FF HF/C OC I I - — - 'X6"WOOD 2'.q'w000 P WOOD ANCHORS — DECK REQUIRED REQUIRED _ WOOD ANCHORS (SEE SCHEDULE ON _ }%q" -_ (SEE SCHEDULE ON SHEET 11) --_ _ _ -_ I SHEET 11) CEILING AND FLOOR MOUNTING BUILD-OUT MOUNTING ALTERNATIVE 3W SCALL 3(8=1 ALTERNATIVE 4W " SCALE 3/6=':' ,III•III IA/Aiii.� LII,, 'q,k TILS/ ,I •..........•lam'-.. •'.�\�EN$f',•9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) cE0+1 11LTECA,Inc 24 GAGE GALVANIZED STEEL STORM PANEL NO.44167 NOTE FOR COMBINATION OF SECTIONS' oA,w11 er. I INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.e') AND PANEL LENGTHS 1 /� Oa/Gyv COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 '� ' IL E C O IML:. GLOBAL PROTECTION PRODUCTS. LLC. O`g- INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION'. WOOD 9 ' UT TESTING a ENGINEERING COMPANY 4100 SNvSIREF 0 ,'2. 4 lv� N.m.aaA a4xoPA n A". OAVIE,n. 1TAI• MEMBERS TO BE SOUTHERN PINE No 2, W/SPECIFIC = (` 'J°•::J.•••' •� rY am,m-u1• r. LxU ur- 1 nwNE.(INH)SU-1141.FAA:(zs4>Ees-e1z1 17-142 DENSITY OF 0.55 OR EQUAL. - ce-oaoe]1e� a•"� .A4 0PAN1M10" A'.f. ..g61M1E WK1ER A l;L.,P.E �.-ori N/W,1•n 416] SKCR 7 Of 18 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR LIFE SAFETY & E—Z HANG STORM PANEL C1 SYSTEMS p p ---[`l(I ®0 I'4 OR POURED CONCRETE. V COMCRETE BLOCK CR S � I tom/' 1'.a'WOOD E ME 2`. T• 053`3105 n-14 OR 04 EM REQUIRED 8063-Te HALLOY/CONT.KUM. ANGLE WITH 2' p $ 1/2` TIPCON O 12`0 POURED CONCRETE,CONCRETE_ �a' i� Min, I' BLOCK OR 2'a1'1I000 FRAME POURED CONCRETE, REOUIPEO CONCRET[BLOCK OT�— p f�/1 ANtllw O 12.0- 2 1/2• REQUIRED D ERAME p -0 OR(D p M4LF P.MEL GAPS CUT PN:Ef �APCON AJUCHOR —1 p 2'.2'a.055'TO j]ILTI.IIATE LEG LOCATION S M. 901 L CI.'S 2 p 1'.5'v 055'CONE. 1 ALW.ANGLE OR II Ma. �� POURED CONCRETE.CONCRETE 3105-HI54 SHEET LOCK OR 31 5 t'x 125= l ��— ._— �_�`CK METAL ALUM BENT PLATE 6063-T6 ALLOY - 1 Ij"e .-0 _ p 14 OR (*YP --(1 1 REQUIRED 2./ WOOD FAMIE CONT ALUM ANGLEcv. 1/4-a BOLT ['.4'. 072• O 12'0C. 3105-H14 OR 0063-Tb—Cl W/JACKNUT c..,Alum ANGL CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4=I" SCALE 1/d--I- SCALE 1/4'.1' SCALE 1/4`.1' SOLID-SET OR CALX-R: OR ELCO PANEEMATE_ ND POURED CONCRETE. �- .�,O ,® PWREO E BLOC T[_ _ .0 TRIM R TEMALE T PL (MIN. PANEL — CONCRETE BLOCK-OI( VARIES OR CONCRETE BLOCK T.P.iOP,BOTTOM OR PANEWATE PLUS(SEE _ �� , OR 2•a4'W000 SIDES OF OPENING SCHEDULE ON SHEETS 9.T OVERLAP BEYONC 2'a1'WOOD o ME 5'LyM->� ® FRAME REQUIRED A5 APPLICABLE 10 k it) OPENING WIOTH) POURED CONCRETE,CONCRETE REWIRED , BLOCK OR 2'•['WOOD FRAME p I 1 REWIRED .O OR `�7 � VARIES , (7)BEM W/PIEAR"I FLANGES PARALLEL h . 5"Moa. i p WALL(NEVER CUTE 0 PANEL)TO X.B.o.'osrwcE - ----- 1 RACK p-(Trp I --- .._29s, rs" d CASE G (PLAN) �R, m° SCALE 1/4":1` WOa°E BOLT A LLMC. �S66NAo/4, VALID FOR DIRECT MOUNT NSTALLAnON ONLY s �(�P�, Lil'i-- CERTIFIED SURFACEPANEL LEVELINSTALLATION NS WITHINWALLS 3/4- qL CASE E (PLAN) CASE F ,PLAN) .E'1�P:J�ENSf' FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) SCALE 7/4"-1` SCALE 1/4"-1" ` N0.441 ='°"nLTEco.nJc. 24 GAGE GALVANIZED STEEL STORM PANEL N'L ••* oRAWn er: * J� IIL E 10 E66c. GLOBAL PROTECTION PRODUCTS, LLC. 1 1 T1371"c!ENGIN[ERING r10Yf1PANT [6D.0 0 Z. .51 MEET E UMAE.TL 13314 IC f , o-.. (,m),TI-Isle WRawl,o,7 er�_Ivs1e Pr10NE'.(95cJ869-]5[3, (9]4)869-079] 17-142 Pt.5 ./•(Mt ' J EB-0006TIum ORAVN4 N WAL]ER A.TLL . PI nLRIUA Uc. a167 3M[!T 0 Oi le MAXIMUM A.S.D. DESIGN PRESSURE RATING (2 s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL Cts INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAXIMUM ANCHORS SPACING FOR MIN E.O. PER SCHEDULE BELOW * APPUCABLE MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW * APPLICABLE MAXIMUM MAX,A.5 D. MAXIMUM MA%. A.S.D. i0 SEcnoms DESIGN PANELIMTE PANELIMTE TO SEC PANEL DESIGN PANELMATE PANELMATE PANEL PRESSURE TAPCON SOLID-SET FEMALE R) PLUS 7AMAC-NAIUN CALK-IN 6µY LENGTH PRESSURE TAPCON SOLID-SET 7AIMC-NMLIN CALK-Rl A lENG1" R4TING FEMALE ID PLUS k ANY 'Y RATING TO TO Tp TO TO TO 10 TO TD TO TO TO COMBINATION L ) i0 10 CONTOC7E To W.Cam TO TE CCNoM OF THEM (D a ) CRNCiEI[CONCRETE CONCRETE CONCRLTF CON m E CONCRETE CON,,, E CONCRETE CalloffR CONCRETE Lp�L CONCR OF THEM (/t) (P S.1CONCRETE NCRETE CO.CR E ONCREIE CWICIR7E CCNCRLTE BLOCK Caren ����N (N N B CN OCE N fiLOCN M 13" 13' 13" 13' 13- 13' 13- 13" 13' 13"a 13- 13' 1 (TOP) 13' 1 13" 1 13' 13- 13" 1 13- 13• 13' 13' 13' 13' ill 1/2 1 (TOP) 13' 13' I3- 13• 13' 1 13' 13- 13- 13' 13' 13' 1 13' 1 (BOTTOM) 13' 1 13' 1 13' 13' 13' 1 13" 13' 13' 13' 13" 13' ill 1/2 1 (BOTTOM) Ir 13' 13' 13' U' 1 13- 13" 13' 13' 13' 13' 13' 2(TOP) 13' 13- 13- U' 13' 13" IS- 13' 13' 13' 13' ill 1/2 2(TOP) 13• 13' 13' t]- 13- 13' 13- 13' 13' 13• 13' 1T OTT 2(BOM) U' 13' 13' 13' 13- 13' 13' 1r 13' Ir 13• 11 1/212(BOTTOM) 13' 13' 13• 13' 13' 13- 13' 13' 13' 13• 13' tr 3(TOP) 13• 13' 13• 0" 13' 13' 13• 13' 13- , 13- 11 1/213(TOP) 5--s- 5'-6 ,-s.5-6 3'12 1/2 12 1/ 6 1/4' 6 1/4' 2 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 I/2 - - 8 I/4' 6 1/4' ](BOTTOM) OR - - a• a- a' a' a a' e' a" e- a' 6- 7 1/2- 4(TOP) LESS 5 1/2' a' 6' 6' 6 1/2' r 7 1/2- a" 6' e' S' 4 (TDP) Less a- - 6' e' - 6' a- - 8' - 4(BOTTOM) 6' - a - 0' - 0' - 0' - 6' 4(BOTTOM) 13• 13• 13- 13' 13' 13• 13' 13' 13• 1 17• 13' 13' 5(TOP) 13' 13' 13' 1J' 13' 13- 13 13' 13- 13' 13- 11 1/2 5(TOP) 13' Ir Ir 17' 13 Ir 13' 13' 13- LJ' 13- 13' 5(BOTTOM) 13' 13' 13* 13• Ir 13, 13' 13' 13• 13' 13- It 1/2 5(BOTFOM) 13' 13' 13" 13' 13' 13' 13- 13' 13' 13' 13' 13' 6(TOP) 13' 13' 13' 13' 13' 1r 13' 13" 130 13• /3- 11 1/2 6(Top) a45. -45 _ _ 6 1/4. 6 1/1- 6 1/{' 6 1 {' - - - - 6 1/4' 6 1/4' 6(BOTT.••) 145,-45 _ _ 6 1/4• 6 1/4'16 1/4'14 1/4' - - - - 6 1/4- 6 1/4• 6(BOrr.••) TO LESS 13' 6- 13• 10 1/2 13- T 13- 7- 7 1/2 5 1/2. 13' 4 1/2'11 (TOP) +65,-65 1!' 6' 13' 13' 1 13' 15 1/2' 13' 0 1/2- 9 1/2' 6 1/2' 13' 5 1/2' 1 (TOP) 13• 7- 13• 13' 13' 9 1/2 13' 9 1/2 10 1/2 7 1/2 1r 6' 11 (BOTTOM) 13' 7 1/2' 13- 13• 13- 1 10' 13' 10' ,1' e' 13' 6 1/2'11 (Borrow) 13' 3• 1 13' 10 1/2 13' r 13- 7' 7 I/2 5 1/2 13' 4 1/2'12(TOP) 13- 0' 13' I3• 13' a 1/2' 13• 6 1/2' 9 1/2' 6 1/2' 13' 5 1/2'12(TOP) 13' 7* 1 13• 13- 13' 9 1/2 13' 9 1/2 10 1/2 7 1/2 13' 6 1/2. 2(BOTTOM) 13' 7 1/2' 13' tr 13' 1 10' 13• 10• 11" a' 13' 6 1/2'12(BOTTOM) 13' 7- 1 13' 13' 13' 9 1/2 13- 9 1/2 10 1/21 7 1/2 13' 6 1/2'13(TOP) 13' 7 1/2- 13' 1J' 13' 1 10' '3' 10' 11' a- 13' 6 1/2'13(TOP) >V-5. 12 1/2"12 1/2 6 1/4'16 1/4'12 1/2 6 1/4' - 6 1/4' 6 1/4'13(BOTTOM) >TO 6' - - 12 1/2'12 1/2'6 1/4'16 1/4.12 1/2'12 1/2 - - 6 1/4' 5 1/4"13(BOTTOM) TO S 1/2- r 3 1/2' e' 4' 4 1/2- 3' 6 1/2' 3' 4(TOP) 14-4 7 1/2' 3- a' 6' 7• a- r 4- 4 1/2 3 t/2- 6 1/2' 3- 4(TOP) 9''6 5 1/2' 7 1/2' 4(BOrroM) 6- - a' - 0' - 0' - 5 I/2' - 7 1/2' - a(BOTTOM) 13' r 13' 13• 13' 9 1/2' 13" 9 1/2'l0 1/2'7 1/2' 13' 6" 5(TOP) 13' a 1/2• 13' '13' 1r 10' 13' 10' 11 e' 13- 5 1/2.5(TOP) H1!• 7' 13' 13' 13' 9 1/2' 13' 9 1/2'10 1/2'7 1/2' 13' 6 1/2'S(BOrrg4) 13' 6 1/2' 13- 13' IS' 10' 13' 10' 11' e' 13' 6 1/2'5(BOTTOM) ,3• 5- 13' 10 1/2 13' r 13- 7- 7 1/2- 5 1/2- 13- 4 1/2'6(TOP) 13- 6- 13' 13- 13' 6 1/Y 13' 0 I/2' 9 1/2. 0 1/2' 13• 5 1/1'a(TOP) _- _6_1_/4-T6 1/4- 6 1/4' 6 T/4" - - 6 1/4' 6 1/4' 6(BOrr.••) - - 6 1/4"16 1/4' 6 1/4' a 1/4' - - - - 6 1/{' 6 1/a' 6(BOTT.••) TABLE III A SEE SHEET 11 FOR ANCHORS TYPE I SPACING FOR WSTALLATOS INTO WOOD FRAME BUILDINGS A.S.D. DESIGN LOAD MA)OIALMA PANEL LENGTH MINN IN ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE FOR LA0 LESS THAN NOIwTED ON SCHEDULE REDUCE ANCHOR SPACINC BY MULTIPLYING SPACING SHOWN ON 40 PSF OR LESS 6'-8 SCHEDULE BY THE FOLLOWING FACTORS.FOR TMS OPERATION TO BE POSSIBLE.REDUCED SPACING OBTANEC USING FACTOR SHALL TIO-,BE LESS THAN MINIMUM SPACING INDXATEO FOR EACH ANCHOR.TIE ON THIS SCHEDULE > 40 PSF TO 50 PSF 6'-2' ANCHOR TYPE1/�: 1/Ye t/s1 t/41 t/4'e 1/4'e up= MID-W swelu n mum"re rA1Alc- -10 > 50 PSF TO BO PSF 5'-10' MINIMUM ANCHOR SPACING(i".) 7 3 ] ] 2 1/E- 2 In 1 j1EFFFAAAAAii���i A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS MINIMUM EDGE carlOe.7E(I".) 3 3 1/7• 3• 3 3 In• 3 1 1 �P',,TI1� ✓_- W/ SOLID SET ANCHORS & W/�p SPACER AT 12 1/2" O.C. DISTANCE IE.0.1 �OOI 3 3 In• 3 In' 3 In 3//Y a 11 ACiWL EDGE oISDINIX ED. /ACTOR •GENS, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) —1 1/2 0.p *: . • yT •: L-9 91'E�C' °• INC. OR] 1n GLOBAL PROTECTION PRODUCTS LLC.C •o44167 24 GAGE GALVANIZED STEEL STM PANEL ]Try• °NRA/Weo"'yL 61VT' wE: AO'. •<y�� Aeoo s A sl srREc "LU'TESTING!ENWHEERING OONRANT DA"E,FL 3331• •• SPACINGS ONLY VALID WHEN SPACER 9 IS USED. SEE T LE 1 FOR MAX. A.S.D. _9Q 'rpfplY \�11 ue;w*."U"•N•'.'wll.�u•w ,n VA. 17-142 - � 6 1 nl-lfb. .NOR An-IMI PHONIC (95A)6fi9-1N3.FM:(9SE)ae9-eT9T DESIGN LOADS & MAX. PANEL WHEN SPACER 0 IS USED. - 1 •- M"'Oea^^ 9AAW9Ie.Na. T E5-000STt9 V /f1atE WALTER PLLR Jr.,P f N� SMEC1 9 Of 14 •FIN ELOR!OA la<. NifiJ MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELCI� INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL QI INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) NU1X ES.D MAXIMUM..ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW * APPUCABLE M IMUII 61Ax ASO. MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW APPLICABLE MAXIMUM TO SECTIONS TO SEPAf1 DESIGN PANEL DESIGN pANELMATE PANEL/MTE PRESSURE TAPCON SOLID-SET PANELMATE PANELMATE 2AMAC-NAILIN CALK-IN LENGTH PRESSURE TAPCON SOLID-SET IAMAC-NAILIN CALK-IN #7N LENGTH FEMALE ID PLUS &ANY FEMALE ID PWS & •1 RATING TO 0 TO TO TD 10 TD m m TO TO m COMM.,Ip1 L RATING m TO m f0 m TO m m TO m COABIWQION (It) (P!+-) CaNORTF RETE EOFYhIE K COAIOIEIE CONCRETE CO,X,ETE CONCRETE EVNGE7[ RK E COMOQIE ONCRNTE OF THEM (Il.) (P-.0 NCRA CON�IECONCRETE C411�E CONCRETE BLOCK GafIGE7E CONCRRE � M OF THEN - BLOCK 13' 11' 13' 13' 13" T3' 13" 13' 13' 12- 13' TO' t (TOP) 13" D! 13" 10 1/2' 13' 6 1/2' 13" 6 T/2" 7 1/2' 5 1/2' 13' 4 1/2' 1 (TOP) 13• 11' 13- 13' 13" 13' 13• 13- 13" 12" 13- TO" t (BOTTOM) 13' 6 1/2' 13• 13" 13' 9" W 9' 10" 7 1/2- t3• 6" 1 (BOTTOM) 13' 11' 13' 13" 13' 13' 13' 13' 13• 12" 13' 10" 2 (TOP) 13" S' 13' 10 1/2 137 6 1/2" 13- 6 1/2' 7 1/2' 5 1/2- 13• 4 1/2.2(TOP) 13' tl• 13- 13" 13' 13• 13• 13' 13" 12" 13' 1o' 2(BOTTOM) 13' 7' 13' IS' 13' 9 1/2' 13' 9 I/2'10 1/2.7 1/2" 13' 5 1/2' 2(BOTTOM.) I 11• 13' 137 y' IJ• 13" 13' 13' 12' 13" 10• 3(TOP) 13' 7- 13' 13' 13' 9 1/2' 13' 9 1/2'10 1/2'7 1/2' 137 a" 3(TOP) 5 6 5.�. 2 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 1/2112 1/2.6 1/4" 6 1/4'12 1/2"6 1/4• - - 6 1/4' 6 1/4'3(BOTTOM) OR 6• 3' r a" e" e' a- 6 1/2" 7- 5- a' 4 1/2' 4(TOP) LESS T 3" a- 5 1/2" 7- 3 1/2• 9- 4• 4 1/2' 3- 6 1/2' 2 1/2'4(TOP) LESS a' 6" - a' - a' a" 6• - 6' - 4(BOTTOM) a7 - 6 1/2- - a" - a" - 3 1/2 - 7' - 4(BOTTOM) 13' 11' 13' 13' 13' W 13' 13' 13 12" 13' to• 5(TOP) 13" 6 1/2' 13" 13" 13- 9' 13 9" 10" 7 1/2" 13' 6" 5(TOP) 13' I1• 13' 13' 13' 13" 13- 13- t3" 12' 13' 10' S(BOTTOM) IJ" 77 137 13• 13• 9 1/2' 13' 9 I/2'10 1/2'7 1/2' 13' 1 6' S(BOTTOM) 13" 11' 13' 13" 13' 13" 13" 13' 13' 12" 13" to' 6(TOP) 13" s• 13' 10 1/2 137 6 1/2' 13• 6 1/2' 7 1/2" 5 1/2' 137 14 1/2'a(TOP) >a65, -65 - _ 6 t/4" 6 1/4" 6 1/4' 6 1/4' - - - - 6 1/4' a 1/4'16(BOTT.••) >.75.-75 - - 6 1/4- 6 1/4" 5 1/4' 6 1/4" 6 1/4' 6 1/4• - - 6 1/4'16 1/4" 6(WT TO +75. -75 13• 7 1/2' 13• 13' 13' 10" 13" 10' it" a' 13" 6 1/2' t (TOP) .119.-119.6 13' S" 13' 10 I/2• 13' 6 1/2" '3- 6 1/2" 7 1/2' 5 t/x' 13 4 1/2" 1 (TOP) 13• 7 1/2- 13- 13- 13• 0 1/2 13- 10 1/2-11 1/2- e" 13' 7- 1 (BOTTOM) 13' 6 1/2' 13" 13" 13- 9- :3" 9' 10' 7 1/2" 13' 6• 1 (BOROM) 13' 7 1/2• 13" 13- 13' 10• 13' 10" 11' a" 13". 9 1/2" 2(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"2(TOP) 13• 7 i/2" 13" 13' 13' to 1/2 13' 10 1/x 11 1/2 a- 13• 7- 2(BOTTOM) 13' r 13" W 13' 9 1/2' 13' 9 I/2' 0 1/2"7 I/2" 13' 6 1/2'2(BOTTOM) 13• 7 1/27 13' 1 13' 13' 10 1/2 >5'-6' 13• 10 1/I 11 1/2• 6" 13' 7- 3(TOP) 13- T 03' 13" W 9 1/2- 13- 9 1/2"110 1/2-7 1/2' 13' 6' 3(TOP) >3'-6" - - 12 1/2112 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 t/4'12 1/2"6 1/4" - - 6 1/4" 6 1/4' 3(BOTTOM; To 7 1/2• 3 1/2" e" r 7 1/2- 4' 6- 1 I/z- 5- 3 1/2" 7- 3' 4(TOP) W-0• 7- 3' a- 5 1/2' 7" 3 1/2- a- 4' 4 1/2• 3- 6 1/2- 2 1/2•4(TOP) 7'-0' +(BOTTOM) e" 6 1/2' - e' - a' - 5 1/2' - 7' - 4(BOTTOM) 13' 7 1/2' 13" 13" 13' 10 1/2 13' 10 1/2 It 1/2' s' 13" r S(TOP) lY 6 1/2' 13• 13- 13" 9- 13' 9" f0" 7 1/2' 13" 6- S(TOP) 13• 7 1/2' 17• 13• IJ• 10 1/2 IS' 110 1/2 It 1/2" e' 13" 7" S(8071061) 13' 7' 13' W 13' 9 1/2" 13" 9 I/2.10 1/2'7 1/2• 13' B' S(BOTTOM) 13' 7 1/2" tJ' iJ' t]' 10 T/2 t3" 10 t/2 tl 1/2 B" 13' 7' fi(TOP) 13' S' 13' 13" 6 1/2" 13' 6 1/2' 7 1/2' S 1/2" 1J' 4 1/2-1.IT )OM 1/4- 6 1/4-16 1/4-16 1/4' 6 1/4• 6 1/C 8(BDTT.••) - - 6 I/1' 6 !/4' 6 1/1' 6 1/1' - - - - 6 1/i 6 1/4*16(Sort •) TABLE #I A A.S.D. DESIGN LOAD MAXIMUM PANEL SEE SHEET 11 FOR ANCHORS i E k SPACING FOR INSTAL,AlIO115 11..70 WOOD FRAME BUILDINGS LENGTH MINIMUTA ANCHOR SPACINGS AND MINIMUM EDGE OIST.N+CE 7 E INDICATED ON THIS SCHEDULE FOR E D LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON 40 PSF OR LESS 5'_5" SCHEDULE BY THE FOLLOWING FACTORS FOR THIS OPERATION 10 BE POSSIBLE.REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR"PE ON THIS SCHEDULE > 40 PSF TO 50 PSF 6'-2- 1/4•. 1/470 1/4-. 1 1/4•0 1/4-. 1/4•. ANCHOR TYPE - 1L 4rliullla rArrt - clut- > 50 PSF TO 60 PSF 5'-10" MINIMUM ANCHOR VOICING(Y6) 3 a3 , 2 1/2• 7 1/2 A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS 64etrAOR1 EOe[ coTlol[I[(6A) 3 ,1/e• 3 1A' a 1j11pplFAn4A/i i� W/ SOLID SET ANCHORS & W/®SPACER AT 12 1/2" O.C. 6rTAMa1ED.1 DOliCim („ 3 3110• 31/Y I 31/2 3 ip' . 11 <<(QL• T�ll/�✓-= AORK EDOE WPM(Ell.) FACTOR 1111 P�:•''••ENS•''••� � FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ^2017 nUECO.uNc ¢� ----_,�•- o.i1 o3e - -- -- o.w No 44167 24 GAGE GALVANIZED STEEL STORM PANEL 3' we o.» - 1m - 0.63 a/W17 ,/,• -�m T:� ;m m * i L ECO 1 R c GLOBAL PROTECTION PRODUCTS, LLC. DME Iw SPACINGS ONLY VA UD WHEN SPACER IS USED. SEE TABLE /1 FOR MAX. A.S.D. �,9'• 4y `, ryw�TEwnlrc�e NpNE�RING pC;wAN.' •Boo s.w ,1 s1Ra PANE,n F'jl. 17-142 DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER®IS USED. X11 •.- oal nl_Iv, :. PHaVE t+sgees-ns. lve.lee!-en] N�. -�— ©-6:06]19•^ MAI INIAWIr "LTO T T N..,P.E. lNER t0 V to t ROPoG lrt. .4167 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELINSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL1Q INSTALLATIONS AS PER ALTERNATIVES IW THRU 4W, ON SHEETS 6 & 7) MAX.A.S.D. MAXIMUM ANCHORS SPACING FOR E.D. a AS SHOWN ON SHEETS 6&7 APPUCABLE MAXIMUM MAX. A.S.O. MAXIMUM ANCHORS SPACING FOR E.D. = AS SHOWN ON SHEETS 6& 7 APPLICABLE MAXIMUM DESIGN PANEL DESIGN PRESSURE &A LENGTH PRE SUE URNATNE LENGTH RATING TAPCON LAG SCREW PANELNA PANELMATE WOOD BUSHIG BI ANY. L RATING TAPCON TAG SCREW PANELMATE ;`.MATE WOOD BUSHING t A ANY .L. (P.9.T.) FE141F 10 PLUS COMBINATION THF (ft) (P.s I) FEMALE ID PLUS COMT THEM 13' 13' 13• 13' 13' IW(TOP) 13' 13' 13' 13' 13- IW(TOP) 13' 13' 13• 13' 13• 1W(BOTTOM) 13' 13' 13' 13' e' 1W(BOTTOM) 6 1/2' 6 1/2' 6 1/2' 6 1/2" 6 1/2• (TOP) 6 1/2' 6 1/2' 6 1/2• 6 1/2' 6 1/2' 2W(TOP) - - 6 1/4' 12 1/2' 6 1/4' 2W(BOR.') V-0' - 6 1/4• 12 1/2- 6 1/4" w(T-OP) 5•-0' a' 6' 6 8 - W(TDP) LESS 7- 7 1/2' 6' 6' - LESS 8• 8' 6' Be - 3W(BOTTOM) 7 1/2- 6' e' 0 - 13• 13' 13' 93' 13' W(TOP) 13' 13" 13' 13' 13• +45, -45 13 13' 13' 13' 13, W(BOTTOM) >+45. -45 13' /3' 13' 13' 13 LESS 13• 13' 13' 13' a 1/2' IW(TOP) .75OR . -75 13 13' 13' 13• 10' 13' 13 13' 13- 6' 1W(BOTTOM) 13' 13' 13 t3' 5 1/4' 6 1/2' 6 1/2' 5 1/2' 6 1/2' 6 1/2' I(B.DTFOY) 5 1/2' 6 1/2' 5 1/2• 6 1/2• 6 1/2' 6 1/4- 12 1/2' 6 1/4' >5'-0- _ 6 1/4• 12 1/2' 5 1/4' (BOTT.•) >5•-0' s 1/2' 4' 6 1/2" 6 1/2' - 14T�4• 4 1/Y 5' 7 1/Y 7 1/2' - 3w(TOP) 7T 5• 4 1/2 4 1/2- T T - s' S I/2' 8' -_. 8' - JW(BOTTOM) 10 1/2' 9 1/2- 12' 12' 4' 13' 12' 13' 13' 5 1/2' W(70P) 13" 13' 13' 13' 8 1/2' 13' 13' 13' 13' 10' 4W(BOTTOM) • SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS • SEE TABLE#1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 rAeL� r, e 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 51-10" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATEF MALE ID OR PANEL MATE PLUS ANCHORS & W/ 9SPACER AT 12 1/2" O.C. 1111 P��P�_TIt�6,L= ,1 ••''•p6S,e'.:. t FLORIDA BUILDING CODE (Non High Velocity Hurricons 2on6) No.44167 ? 2G'T LaCo uc 24 GAGE GALVANIZED STEEL STORM PANEL y GMn,6v. * ' w IL E CO INc. GLOBAL PROTECTION PRODUCTS, LLC. A 4(/ IAA ILUT TESTING ENGINEERING C-A Y NW SW.!,STRT(l TT 90 4 5 c'o�n6*�`� • » Wim, 4Y E.TL /!!I, \ 111 . cosi U,-,sz M1• I:mI n,.sn N! PNa14: (9!.)669-7Nl.EN'.(954)N9-679] 17-142 ••.F,4„ , •EH-09G6719� ��. WKiER AMLR Jr..167 P.E ,•"•G /, ygET t1 OT 16 4 ---- —- ANCHORS (SEE SECTIONS 8 ALTERNATIVES ON SHEETS 13. 14. 15 3•MAX. R-10/13, R-2A/13, R-3A/14, R-18/13, R-28/13, R-38/14, D.M.. 20. '--" R-tAW/15, R-2AW/15, R-3AW/16. R-iBW/15, R-2BW/15, R-38W/16. 1 ' U TO O O O O p r-----------------r------------------- --r— — — I I L/2 ' 1/4'e-20.1-S.S.BOLTS W 1 I (ELSE FOR PANEL LENGTH I � �. OOVER 7•-6' O i t PANEL LENGIH REGULAR STORM PANEL , I REGULAR STORM PANEL 6•-6'O+40.0.-40.0 p.A.f. (W/OVERLAP MIO PANEL LENGTH BOLT) 1; LIFE SAFETY STORM PANEL T-6"O 150.0, -54.0 P.O. (W/0 OVERLAP MID PANEL LENGTH BOLT) i DY 2'-6-MIN.PANEL LENGTH T AT ALL MO UN71NG5 1 - I 2)TION O LIFE SAFCrY--Fig C PANEL BOTTOM CORNERS O D.M.,O. - - Or O4 -GVERLM- -pyERLAP- WING NUT AT EXTERIOR WING NUT AT 3•MAX. LEFT PANEL RIGHT PANEL 3•a t INSTALLATIONS ONLY VALID FOR WIND 1•MIN. R-1A/13, R-2A/13, R-3A/14, R-1B/13, R-29/13, R-38/14, I'MIN., SPEED UP TO 170—p.N. R-1AW/15, R-2AW/15, R-3AW/16. R-1BW/15, R-2BW/15, R-38W/16. -- ANCHORS(SEE SECTIONS 8 ALTERNATIVES ON SHEETS 13. t4, 15 8t6)-- - --- /4'MAX GA LIFE SAFETY STORM PANEL n ELEVATION REGULAR 2.667' SCALE 1/4'=1' _-O ' STORM PANEL (MIN ��-t 1MIOLE VALLEY) �REGULAR STORM PANEL i GAP F �-OVERLAP- I //////�IU7E�' LIFE SAFETY PANEL VVT ; �jCENS f'••., FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone EXTERIOR No.44167 T ;20,7 nL*EEo.E:c. 24 GAGE GALVANIZED STEEL STORY PANEL Mi )f IL E OOINe. GLOBAL PROTECTION PRODUCTS, LLC. SECTION A-AA-A �O •. TILUT TE]TNO A ENWNEEMNG COMPANY ~ S W 51 srwv SCALE 1/4".1• .E` •/'• W,nw 179 w.w 4m.,rm. oP,.n ANu OAVIL.FL 33111 f' 6 �... In,1 n,-.IM, ,...I>a,t n._,,, PHCNE.(Eeape4-Tsar.FAE:(E5a)M-9791 17-142 E9-C0067" LMWC Na. PSE 5 ,/ WALTER A 7IL1R i..P.E. aA 1A'd aK SI,E[T 12 M 15 rLalma Lx. aa,E7 INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1,140 TA" EXISTING POURED 1/4"0 TAPCON__- "IST,NG POURED 1/4"P IAPCON _ EXISTING POURED 1/4"0 TAPCON EXISTING POURED ANCHOR O 9"O.C. CONCRETE BL AN O 9'O C. CON'CRE1E OR ANCHOR 3 9'O C CONCRETE OR ANCHOR O 9"O.C. CONCRETE OR CONCRETE BLOCK CONCRETE BLOC✓ CONCRETE BLOCK CONCRETE BLOCK REQUIRED�. RFOUIREU REQUIRED REOUBIE—D.. J 2" 1 1/4" 1 { I/2. i II/X. , '1/4' { 1/2" L 4' MAX. _1 MAX. -_-._ _ MAX. _ MAX,I I N I _I EA* I Loi I E.De I I I 1 I I I I I I 1 I I � � II I B I"Mm I II I II I'Nin. I �.':�/ ' IF-SEPARATION 1 I 1/rc-2m 1' E%ISi e I va-R-zO.r II IF-SEPARA 1 GAU55N�'I I5fw oAaw� GI.ASS�A�O GLASS. 1/4Y II I X11 TO GLASS. 1_. I/4Y-AI• E%ISLIN�N,11 S e0LT5 w� GLASS �_ .RLR• II"-� (US[TOR P( o.G CLASS B>;J I <18,cp IT-- -i AT u 1 UT¢m oIER rte•) B 1 11 IH4T+oAa r-e') II I n 1 II I If -.7 . 11 I 1 "L"MOY. II I II l M 1 PANEL LENGTH - 1"MAX. II 1 'L'MAX. II I 'L"MAX 6" PANEL LENGTH 11 I PANEL LENGTH T—.-- 6' PANEL LENGTH R--- (SEE ELEVATION II I (SEE ELEVATION U--.-- y ON SHEET 12) II 1 1 ON SHEET 12 II (ONESELEVA TT2N II 1 (SEE ELEVATION y.—SEpA1MTpN. I II l ) :IT P Min I ) 1 ON SHEET 12) II I If—SEPARATION 1 If tl TO GLASS. 1 = i If TO GLASS. Ir I u I I Ir— L/2 j I L/2 I I O 1 � 6" • T I 6" I E.D.4 I E.D• 1 E.D.e 1 ED 4 il" I i I I I 1 I I 1V2 IT 1 0 12 IT ac I I I 1 - i EQ, EO —1__7 �1'•-20.3/•- I sous W/y3 enTsw/ISAo"s . y^' 0 12 1/2 Oc a 12 1/trOc. �J 1 I TAPCON 1/4'0 TAPCON I I/4'0 TAPCONI I 1/4-0 TAPCON ANCHOR O 9'O.C. ANCHOR O 9'O.C. ANCHOR O 9"O.C. ANCHOR O 9'O.C. ! ANCH EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR _EXISTING POURED CONCRETE OR Z`ONCRETE BLOCK REOUIfiED. -Z.'ONCRETE BLOCK REQUIRED Z.`ONCRETE BLOCK REQUIRED CONCRETE BLOCK REWIRED SECTION R-1A SECTION R-13 SECTION R-2A SECTION R-2B ® REGULAR PANELS O LIFE SAFETY PANEL O REGULAR PANELS O LIFE SAFETY PANEL WALL MOUNTINGS WALL MOUNTINGS SCALE 3/Bm1- SEE SHEETS 15& ITS FOR ANCHOR TYK f""111 TYPE A:SPACING AME 9FOR G INSTALLATIONSS INTO wMMUM.ANCHOR SPAt111C T RIM 11llll� I III A'I'+•'i EA Ll/ MINIMUM ANCHOR SPACINGS AND MINIMUM (in.) A33 A� EDGE DISTANCE ARE�NOICAIED ON THIS Gnv�(�.) T- EN '•. = FLORIDA BUILDING CODE (Non High VelocityHurricane Zone) ON SCHEE.FOR E.O.LESS TANK IPACING •omAKnl(cI 2p'T RLQ''"C 24 GAGE GALVANIZED STEEL STORM PANEL ON SMU011-E REDUCE ANCHOR SPACING Comex FveA 0�') NO.44167 "` BY DUDE BYI T $PACING SHOWN ON ��06T711��) FACTOR OWWN 9T: SCHEDULE O THE FOLLOWING TACTORS FOR THIS OPERATION TIN D SING E. , 1/2_ Q8 ; IL E C O INc. GLOBAL PROTECTION PRODUCTS, LLC. a/04/'T REDUCED SPACING OBTAINED USING - TACTOR SHALL NOT BE LESS THAN 2 1/2' - -.- •• [LRT lA TILLIT TIETTING PR THOINCERINO COMPANY 1000 S.W.31 STREET MINIMUM SPACING INDICATED FOR EACH _- -- 0,50 V 1l .-E.fL 33311 J Q ISR , Il 1.,,,. UIi1Lni-IJ.Io�.. I—)n+-UJi lI PHOI(93a)6e9-7313.TO:(931)1!9-47oI 17-142 ANCHOR TYPE ON THIS SCHEDULE --- -- --- - ••'•.. ••� i I.. tau J I/2- - - 6 ASI ~®-0006T19�rn DMw:110 Ne: G WA:TFA A.T1LLn J,PE. TtiomDA la1eT sHEv I30f 1e INSTALLATION DETAILS FOR LIFE SAFETY PANEL Cl) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-0 TAPCON,__ _1EXISTINO POURED 1/e�e TAPCON,_�• _ C ISTING POURED ANCHOR O 2'0 C CONCRETE OR ANCHOR O Y-O L. CONCRETE OR CONCRETE BLOCK CONCRETE BLOCK REQUIRED. REOUIRED. 1 _-4) --� n (1/4 1 1/2 1/4- MAX. i MAX. _ T E.DO I I I I 1 I I � I II I II 1"Min. 1 II I 11-SEPARATION 1 S.-)I II L_ I ,fti-9o1' II t0 GLASS. T 4� 1- l s e0.R w,Q I GLASS ! Nn LA CLASS 11____ _ R A OAMM R---�+ FOR EXISTINN I GLASS 11 —"Y" 7 it 1 N Z•Ih• L 1 EL MAX. II 1 1 PANEL LENGTH ft--- f 6' PANEL LENGTH —/ (SEE ELEVATIOIt II I (SEE ELE`JATION R 1-Nin. 1 ON SHEET 12) II I r ON SHEET 12) 1 II—SEPARA7IQ II i0 GLASS.. If I 1 I 1 1 I ' L/2 } j I I t 6- E.D.• EXISTING POURED I CONCRETE _� CONCRETE OR I t CONCRETE BLOCK I I CONCRETE BLOCK REQUIRED. REQUIRED, I O 10 Dc I I 1 1 SECTION R-3A SECTION R-3B 1/4"0 PANEL"T,F PLU5-_ 1/4.0 PANELMATE PLUS O LIFE SAFETY AN ANCHOR a 12 1/2'OC O REGULAR PANELS ANCHOR(BEYOND) WALL MOUNTINGS SEE SHEETS 15 k 16 FOR ANCHORS TYPE k SPACING FOR SCALE 3/8-1' INST41ATIONS INTO WOOD FRAME BUILDINGS. MINI UM.ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ME INDKJ.TEO ON TINS SCHEDULE.FON E.0 LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACMG BY NULTIPLYING SPACWG SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS.FOR THIS OPERAPON TO BE POSSIBLE. REDUCED SPACING OBTAINED uVT.FACTOR SHALL NOT BE LESS THAN M141MUTA SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE- AN CHOR TYPE _ H1 TJrmN ►PLUS ,11 E.•..... .—UM.ANCHOR Sp*""` (MJ > > Alt �CEN$•''••.•� FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) �•�EAIJ ° 6 `SDI'DL'XD'INC 24 GAGE GALVANIZED STEEL STORM PANEL Nx •INnAJK1�CA1 Wnnn.e4M1 c9a ]In ND•44167 - ORAwN 8.. AMIAL EDGE�Eez M Frew *� GLOBAL PROTECTION PRODUCTS, LLC. 11■/w'1 n e� IL ECOINH. .�''• TIWT TESTING Wt ENGINMX-9 CGMPANT .600 Sw.St S111EET -- '�t�•• I) - u�-` oNmO A n u PHpwy.rz. (95fE 1K FE-I'll, 17-142 m LMAYG Na r ••• EB-OOG0119 1 — _ -Y. -••�' WALTER A.TILLII J..,PC. TALL[, If Or 16 fA167 INSTALLATION DETAILS FOR LIFE SAFETY PANEL st INTO WOOD STRUCTURES _ WOOD HEADER WOOD HEADER _ _ WOOD HEADER _.-_ WOOD HEADER AIEOUIREG REQUIRED EOUIREG 1 •'¢ TAPCON __IZ4 TAPCON 1/4'0"APCOn 1 A'0 TAPCON ' ANCHOR O 9"OC — - ANCHOR a'9"O.C. I ANCHOR ®9" C C. ' ANCHOR O 9"O.C. D2 ,1/4. 1/T1/4• 1/2-MAXMAX. '----m.,, I MinI� le EXISTINK 3s.ears w IT EXISTING eGLASS II '® I GLASS�IEXISTi�ILux RA PNel GLASSGLASSIII LDICrN aT11 T'-P) I 'i IM% II 1 IIl"will. R I _ LL PANEL IENGTN II —" - ' --o. fir PANEL LENGTH II `L MR.. I�/ I e (SEE ELEVATION II 1 1 PANEL LENGTH Ilf s I 6•(� T TION 12) If .PANEL LENGTH II I ON SHEET 12)4= (SEE ELEVATION II (SEE ELEVATION II " SE SHEET 12) II I ONE SHEET 12) II 1 II , II 11 i II It^—SEPARATL'Min. ION- , 11 1- AT __ I I�Nin. 1 _O II TO GLASSNin. I ' io ciAss 1 L!z 9 3 n , 9 M SEPARATION— i 9 i II--SEPARATION II""I y as I e- , Uz a" n To Guss _}_.. 3 -'--�' - L--� M If I j I- .�' IJ � If 1 �� 21nI i �:In: ED. - E0. 1 __ I _ © I ' EO. I _.-1E0. _ t EO. ' 1,2 s AM��M3 E0. __ L ' ears Vxo.c. EO. 4 4 2.N.111 , �an bio e.a. I � PLATE1 I f 1 4'V TAPCON 4•e TAPCON REQUIRED �4'e TAPCON 2".<"WOOD ANCHOR O 9"O.C. ANCHOR O 9.OC ANCHOR O 9'O.C. PLATE 1 4•e TAPCON ' STAGGERED W/STUD I STAGGERED W/STUD REQUIRED ANCttOR 0 9,a.C. PLATE WOOD L' WOOD PLATE –- -- REQUIRED - -- REQUIRED ALTERNATIVE R-1AW ALTERNATIVE R-18W ALTERNATIVE R-2AW ALTERNATIVE R-2BW O REGULAR PANELS 9-LIFE SAFETY PANEL O REGULAR PANELS O LIFE SAFETY PANEL WALL MOUNTINGS WALL MOU SCALE �/tl=t" 1,1 P SCALE 3/8' ,�1'�P: •CEN$''••.�� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zonal N0.44167 '; -x°" 24 GAGE GALVANIZED STEEL STORM PANEL I. INSTALLATION ARE ONLY'VALID FOR A-S.D. DESIGN *' a/oA/rT PRESSURE RATINGS (p.s.f)AND PANEL LENGTHS AS ` /M—MECO.... GLOBAL PROTECTION PRODUCTS, LLC. oAK; PER ELEVATION ON SHEET 12. 4 �, TILUT TUTII..ENGIwNcewG1 .eoG sw sl my $. FOR NEW WOOD FRAME CONSTRUCTION: *ODD Q Air - r m ^-"" °A 'r`wrA 17-142 L.., IT I n�-� aHanE (95.14e9-TS�e.EA%:(Te.IEaa-naT MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFICG DENSITY OF 0.55 OR EQUAL. ~®A<...«.°0Gs19�F r'E- WALTER TLLn ...P.E. SKIT Is GE to atlpl, r�tP INSTALLATION DETAILS FOR SERIES 2000 E—Z HANG STORM PANE INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES _ EXISTING POURED CONCRETE OR CONCRETE BLOCK - 4•e TAPCON REOus<ED. ANCHOR•12'O.C. 1 _ 1/4 0 NCH TAPCON 12 __ -1' S REE HEY 4 F iM W000 HEADER _ i '"74 i _ / E�THEX(64- �� ANCHOP. W 12'OC V SCREW F�,-�L/<"FROM REQUIRED "EC EDG EDGE OF l')' I _ ED -O 2' Min 1/2 1 -'1 I - 1n• If ss arz w,©II I ei'ImocV •T fA ohidK ii 1"MIn 1/2. 11-SEPARATION LXISTING 11 TO cuss /16'e ° SEPARA 1 ]/18•e I `—A/"UM POP EXISTING If j CLASS II i CLASS II TO CLASS. ALL. ETwUN POP RNET 0 1 I/...70.1• X 6._0. Ir—:�—�'_ II 8' nsuT �O } _ MAX _ 11 _ _ MAX II 1 I PANEL LENGTH � STS BOIrz w� II PANEL LENGTH R-t 11 +__ 1 � 1'1-SEPARATION I 1 :/<"9-TO GLASS. I 51I4_F2_ 50S THUMBSCREPI OE I OE"THUMBSCREW I IIl�x•O'0 TAPEON ANCHOR2"O Ct/<'i TAPCON EXISTING POURED 4"%ODDANCHOR 0 12'OC CONCRETE OR TECONCRETE BLOCK UIREDREOUIRED . WALL MOUNTING WALL MOUNTING SECTION EZ1 ALTERNATIVE EZ1W SCALE 3/8=1" SCALE 3/8=1" 1 I110 Ap.Aiui / EA A.Tl NOTES: * 111111�P�' CEN$ •'r��L U.NPANEL LENGTH FLORIDA BUILDING CODE Non High Velocity Hurricane Zona) . No.44t87 xan nLEcc. 21 GAGE GALVANIZED STEEL STORM PANEL N 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SHALL BE 2'-6' _ �RAAfl eT PRESSURE RATING +/- 40.0 P.s.f. AND 6'-0' MAX *, PAIJEL LEWGTH. oe/oyn 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD IL ECO Inc_ GLOBAL PROTECTION PRODUCTS, LLC. DATE MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC �_ �•'• T1LLIT rzSnNG NA ENGIN AERING COM.ANY <aoo sw.v nxER DENSITY OF 0.55 OR EQUAL. ;_r� IpD�;'��.,; .. ''°. 2 .. IXnI'9n-.v9 r.. Iwj_nn PHGWE.M-)ful9->333.EAX.(9S•)...... 17-142 PF. ••T•• •EB-000!)79 OMwvG n WALTER A.IRLIT Jr.,PE. - I—ld a 10 .... LK./«IE]