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HomeMy WebLinkAboutPA, Shutters0FJob Y OFFIC£ DF THE SECP.,£TARY irile u0py fatiYHYIiIYN iiY�YitYYYI BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stabs & Facts I Publications I FBC Staff I SCIS 51te Map I Links I Search M Product Approval USER'. Public User Product Approval Menu > product Appliation search > Aoollcatlon Llst > Application Detail FL # Application Type Code Version Application. Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL15076-R4 Revision 2014 Approved Global Protection Products, LLC. 4800 SW 51st Street #100 Davie, FL 33314 (954) 689-7545 ti M. rob! nson@gppent.com Tim Robinson ti m. rob! nson@gppent.com Tim Robinson 4800 SW 51st Street Davie, FL 33314-5537 (954) 689-7545 tim.robinson@gppent.com Shutters Storm Panels EvaluationReport from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Walter A. Tillit Jr., P.E. PE-44167 National Accreditation and Management Institute 12/31/2017 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL15076 R4 COI COI GPP DRWG 15-022 odf FL15076 R4 COI GLOBAL PROTECT. PRODUCTS I RWG 15-0 1,Did Referenced Standard and Year (of Standard) Standard ASTM E-330 SSTD 12 TAS 201/202/203 Equivalence of Product Standards Certified By Year 2002 1999 1994 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/21/2016 Date Validated 01/17/2017 Date Pending FBC Approval 01/18/2017 Date Approved 04/04/2017 Summary of Products FL # Model, Number or Name Description 15076.1 20 Gage Galvanized Steel Storm Corrugated Galvanized Steel Storm Panels retained or not by Panels/HVHZ tracks to provide hurricane protection. Limits of Use Approved for use In HVHZ: Yes Installation Instructions FL15076 R4 II GLOBAL PROTECT PRODUCTS DRWG.15- 021. odf Verified By: Walter A. Tillit Jr., P.E, PE-44167 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile Impact resistant with Maximum span of Evaluation Reports 12'-4" for + or -43.8 p.s.f. ASD Design load for regular FL15076 R4 AF GLOBAL PROTECT. panels (see sheet 8 & 10). Maximum span is 8'-8" for life safety panel and T-10" for E-Z hung panels. PRODUCTS P.E.R. DRWG.15-021.odf - 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 Approved for use in HVHZ: No Installation Instructions FLIS076 R4 II GLOBAL PROTECTION PRODUCTS DRWG 15- 022.PDF Verified By: Walter A. Tiillt Jr., P.E. PE-44167 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile Impact resistant with Maximum span of Evaluation Reports 12'-0" for +/-20 psf ASD Design load and 13'-0" for +/- 20 FL15076 R4 AE GLOBAL PROTECTION PRODUCTS P E.R. DRWG 15-022.Ddf Created by Independent Third Party: Yes psf ASD Design load for regular panels mounted without "In" header respectively. See sheets 3,5,9,30,11,12 & 17 of Installation drawings for other spans and pressures based on mounting conditions. Back Neat Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-497-1824 The State o' Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :1 Refund Statement Under Florida law, emall addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not serid electronic mail to this entity. Instead, contact the office by phone or by tmsdonal 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 annals provided may be used for official communication With the licamee. 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 limnsee under Chapter 455, F.S., please click hom . Product Approval Accepts: U ® E_. M SCCUTII}rMETRICS' GENERAL NOTES (V RID FOR RIEG aAa TIFF ACFTV - HANr CTORM P NETS)• 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DAOE / BRDWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR KD=0.85, USING ASCE 7-10 AND SHALL NO EXCEED THE MAXIMUM (A.5,D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17, 18. IN ORDER TO VERIRY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17, 1& 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 NOT USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2012. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS #0814.01-01 AND #0219.02-09, AS 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 FLORIDA BUILDING CODE. 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. 4, ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASTM A-653 GRADE 80 MINIMUM, G-60 GALVANIZED STEEL DESIGNATION W/FY= 92.2 ksi (AFTER ROLLED). 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL, WITH 36 ksi MINIMUM YIELD STRENGTH. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. INC. (Min. f'c=3192 P.s.i.) 1/4" 0 x 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS INC. 1/4"0 x 3/4" SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. (Min. F'c=3000 p.s.i.) - #14-10 PANELMATE FEMALE ID & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 1/4% ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS, INC. A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4"; 2" FOR ELCO PANELMATE AND 1 3/4" FOR ZAMAC NAILIN ANCHORS. A.2) CALK -IN & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4" 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, BUT WITH WING NUTS. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A.2). (B) TO EXISTING CONCRETE BLOCK WALL AcTM C-90; 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. BUILDEX, INC. 1/4" 0 x 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS INC. - 1/4"0 X 3/4" SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. - #14-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4" 0 ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS, INC. B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAMAC NAILIN ANCHOR, INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". 8.2) CALK -IN & SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8" INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL, BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN 8.1)AND IN 8.2). (C) ZO EXISTING WOOD (MIN. SPECIFIC 6RAVItt. G_ = 0.55 MIN. 1/4 "'0 TAPCON ANCHORS, AS MANUFACTURED BY IT.W. BUILDEX, INC. - #14--10 PANELMATE FEMALE 10 AND PANELMATE F:LUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4"0 LAG SCREWS PER N.D.S. - 7/16"0 x 5/8" WOOD BUSHING, AS DISTRIBUTED 3Y ALL POINT SCREW, BOLT & SPECIALTY CO. CA) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2" AND 2" FOR ELCO PANELMATE PLUS AND PANELMALE FEMALE D. C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2". NO THREADED PENETRATION INTO STUCCO SHALL BE CONSIDER'-D AS PART OF THE REQUIRED THREADED PENETRATION. C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALT, BE 5/8 1/4" 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR MALLS WITH NO STUCCO. C.5) IN CASE THAT PRECAST STONE, OR PRECAST CCNCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN CA), C.2) & C.4) (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF 11iE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. B. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 THROUGH 5) EXCEPT THAT HEADERS® &® SHALL NOT BE USED. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTEP SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90", AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATIVES VW; 3W & 4W ON SHEETS 4, 5, 6 & 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 12. STORM PANEL INSTALLATION SHALL COMPLY WITH. SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPL ED TO. 13. (0) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SF'E CONDITIONS DEVIATE FROM THE P.E.D. (h) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT kNO WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL GEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED )N A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1710.8- OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.3 OF THE FLORIDA BUILDING CODE. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone • L ozols nc ECG, INC 24 GAGE GALVANIZED STEEL STORM PANEL F.R.L. a a DRAWN BY: 1I� 1 L E C �� Nc. GLOBAL PROTECTION PRODUCTS LLC. 03/1T E:15 DATE: FLAT; • y 4800 S.W. 51 STREET TILL? TESTING & ENG(N£<RING COMPANY B " Nw...5N,. St. 51s YJ$ V AIA dAV-!s, R. JJr45 FLcr": (306) 0>r-r5w F: [Jv) en-1v1 , 58 000671 wm EB-0G0@71') WALTER A. TROT P.E. 15-022 DRAWING No: LA'" ' y y 0 �%'., �/ P t• ,� O 10 t DAME, FL. 33314 PHONE: (954)689-7545. FAX: (954)689-8797 r atn r.t-0e> rYl - _. .'r., FLORIDA Lic. 1 ?41H7 SHEET 1 OF 18 i = _ ��j/ CL HEMMED EDGE I DETAIL A 131 COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2=1") 15.125" (TOTAL WIDTH) — —12.500" (EFFECTIVE WIDTH) CLL 6 1/4" _-1.3)50" i 0.024' MIN. THICK GALVANIZED STEEL ASTM A653 GRADE 80 MINIMUM G-60 GALV. —1.350" Q1 STORM PANEL PANELS SHALL BE INSTALLED ALWAYS FROM LEFT TO RIGHT W/ 1/2" LEG AT END AT LEFT SIDE OF PANEL 2. O REV. "H" HEADER I 088, (TYP.) PANEL'S END UP W/ HEMMED EDGE / TYP. HEMMED EDGE ____-_____-.._ DETAIL A HEMMED ISOMETRIC VIEW DETAIL A ROUNDED CORNER 0 ENDS OF PANEL'S END LIP W/ HEMMED EDGE. (N.T.S) 067" 750 (TYP.) 750" s" O9 SLEEVE 2 1/8- MAX. LENGTH o1.050'g 9� SLEEVE 1 " MAX. LENGTH 6061- r6 ALLOY t0.05" 50" .470" .275" M N.� (.250* +�q6 v. -P , 1.125" .860- .250 .123" ® 5MIN. .050"--SEE SECTIONS � I MIN. .204" 13 BUILD —OUT "F" 14 BUILD —OUT "F" TRACK 15 8c 5� WASHERED WINGNUT TRACK ANGLE (ZAMAC 3 ALLOY) .133"1 0.270' 200" 1..407" 0.625" 200' .133" .957' I - UFO..085" OS KEY HOLE WASHER 3105-H154 ALUM. ALLOY 10 ANGLE El 5" 0 () "F" TRACK DGE �=BOTTOM EDPGE OF PANEL 6 7S0" F S.S. STUD RNETED .125�0 ANGLE • 6 1/4• OR 0 72 I/2" O.C. (MAY BE REVERSED) dL6118"1.5� 1 1.500"—) (TYP.) 125" ® ANGLE WITH STUD 0.024" (Min.) GALVANIZED STEEL 0"9 OR 5� ti "J" TRACK 1© PANEL HANGER (1 1/4" WIDE) �'' (USEONLY FOR S STEM) 6063ZHANG TOR STORM A. T/(�/ T6 ALUM. _ rdr�= FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) s2013 RVE00. &C. 24 GAGE GALVANIZED STEEL STORM PANEL Dr:Awn By L. IL E C O 114c. GLOBAL PROTECTION PRODUCTS, LLC. 03DATEt3 KTp OF 0 4800 S.W. 51 STREET �1LL r riLLIT rE5DN0 Y ENG&EERING OONPANY [y 4` wvlE. FL 33314 15-022aNAw..x(nsO.1JA wn u1ae -v F..(671-1v1 PHONE: (954)689-7543. FAX: (954)689-6797 1 .-~ NNee6ad. DRAWING No: ES-0006719 1° . w °�*"-�^1^a wn m, w o¢oaneri o•a �rClQ ttt WALTER A. 7TLUT ✓r.. P.E. ow 1J' , r2l/FliI I- SNER 2 Of 18 Al Al ..1 c nme4 /;� • 44167 _ _ 0 MAXIMUM SINGLE PANEL (1) LENGTH "L" SCHEDULE ONLY FOR REGULAR STORM PANELS INSTALLATION INTO POURED CONCRETE CONCRETE BLOCK & WOOD (t) SINGLE PANELSa UNRESTRAINED SINGLE PANELS (j1 RESTRAINED AT EACH AT TOP OR BOTTOM END WITH TRACKS M. (Ai. a & 0 OR WITH TRACKS !j OR (Si * DIRECT MOUNTED AT EACH END* D ®,13orC MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM A,S.D. DESIGN PRESSURE RATING (p.3.f.) (+ or -) CONCRETE & WOOD + INSTALLATIONS 1 L+ L- 20.0 12'-0' 12'-0' 25.0 12'-0" 11'-8' 30.0 11'-8" 10'-9" 35.0 to'-10' lo'-0• to,-1' 9'-4" 9'-6" 8'-9" 9'-1" 8'-4" l 8`-7" 8'-0" 8'-3' 7-7" 8'-0' 7-4" 7'-8' 7'-0' 75.0 7'-5" 6'-10" 80.0 7'-2" 6,-7' 85.0 7'-0" 6'-5" 90.0 6'-9' 6.-2" 95.0 6'-9' 6'-0" 100.0 6'-5' 5'-11- 105.0 6'-d" .5,-9' 110.0 - 5'-7• 175.0 - 5'-6" t 19.6 - 5'-5" MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) D MAXIMUM A.S.D. DESIGN PRESSURE RATING (P.S.f.) (+ or -) CONCRETE & WOOD INSTALLATIONS t L+ L- 20.0 14'-4' 13'-0" 25.0 12' 10' 17'-7" JO.0 11'-8" 10'-7' 35.0 10'-10' 9'-9" 40.0 9'-6" 9'-2" 45.0 9'-1' 8'-7" 50.0 8'-7' 8'-2" 55.0 8'-3- 7'-9- 60.0 8'-0' 7'-5" 65.0 7'-8" 7'-2' 70.0 7'-5" 6'-11 " 75.0 7'-2" 6'-8" 80.0 7'-O' 6'-5- 85.0 7-0" 6'-3' 90.0 6'-9" 6'-1" 95.0 6'-7' 5'-10" 100.0 6'-J" 5'-7" 105.0 6'-J" 5'-4" 110.0 - 5'-1 " 115.0 - 4'-10" 119.6 - 4'-8" MAXIMUM PANEL LENGTH ('n) MINIMUM SEPARATION TO GLASS SCHEDULE WIND SPEED S 170 m.p.h WIND SPEED > 170 m.p.h UNRESTRAINED RESTRAINED UNRESTRAINED RESTRAINED 30 OR LESS 1" 1" 6" 6 1/4" >33 TO 90 1" 1" 7 1/2" 7 1/2" >90 TO 145 i" 1" 7 1/2" 7 1/2" >145 TO 168. i" 1" - 7 1/2" MINIMUM VANkL LENGTN (Irk) FOR A GIVEN MOUNTING CONDITION TOP 1.5"X1.5" BUILD -OUT "F" TRACK BUILD -OUT BOTTOM MOUNT HEADER HEADER STUD ANGLE TRACK ANGLE W/SIDE W/SIDK CLOSURES CLOSURES - DIRECT MOUNT 46" 32' 32" 35" 55, 50" SO' 4 1.5"X1.5" STUD ANGLE 35' 32" 32" 32" 42" 38, 38, O3 "F" TRACK 55" 32" 32' 42' 67' 60" 60, BUILD -OUT "F" TRACK ANGLE WZ SIDE CLOSURES 50" 32" 32' 38" 60" 56" 56' t BUILD -OUT "F" TRACK W SIDE CLOSURES 50" }2' 32" 38" 60" Sb" 56• D.M., 3O' 13 or® 1/4" MAX. G 2/4 3" MAX ANCHOR§ (SEE SCHEDULE ON �1" MiN. SHEETS 9, 10 &11) a I T _]-7-T- F--1--7-F--f 7_7_17-F-T 1 /4. 3/4. 4/5, 5/5 & 6/5 1W/6, 2W/6, 3W/7 & 4W/7 1" MIN. 0 T- 177-7-r-1-_7-7-I--1-T UNBOLTED PANELS BOLTED PANELS W/ 1/40-20xl" F (SEE SECTIONS AS S.S. M.S. BOLT W/ ® 0 EA, OVERLAP a APPLICABLE) (SEE SECTIONS AS APPLICABLE) 4 (4, O O O O O MAX 3" MAX MIN' 1 /4, 3/4, 4/5, 5/5 & 6/5 1 MIN. z/4 tw' 12W/6, 3W/7 & 4W/7 ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 &11)---- REGULAR STORM PANEL n ELEVATION 2.687" N.T.S. 1/4., Max. GAP (MIN. OVERLAP -1 WHOLE VALLEY) _�F_ SECTION A -A LC1 N.T.S. NOTES: g(1) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD. L-: MAX. ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENGTH: GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH "L-" FROM SCHEDULE FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL TO THE MINIMUM DETERMINED PANEL LENGTH BETWEEN 'L+" AND "L-". (3) SEE SCHEDULE BELOW FOR MIN. PANEL LENGTH FOR POROSITY QUALIFICATION. 1 INSTALLATIONS INTO WOOD ARE UMITED TO s 95 P.S.f. MAX. A.S.D. DESIGN PRESSURE RATING SSEE SHEET; ),i� 1D & 11 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS FOR Tdd ♦ IiECTffW#J 51WHy4S�M.`6R 6AA IS USED. 'FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone S`F •," , 020I5 mrECD, wG' 24 GAGE GALVANIZED STEEL STORM PANEL F. DRAWN BY: �rr�r v : * IILIECG INc. GLOBAL PROTECTION PRODUCTS, LLC. 03o'AT15 TILLIr TESTING &ENGINEERING COMPANY 4800 S.W. 51 STREET OF /f. Via:, RT.SS N.IY 36a1. Af V., = ba w G4KYN6, R...1,1r66 DAME. FL 33314 1 5-022 '••Ae.i :! `I pr,,,,4: (.w51 en-rSiO. r.: [wJ an-rs4r PHONE: (954)669-7545, FAX: (954)689-8797 "-maF. fdt•co0a"l.rom E8-OW6719 an. x. o[soviwx w¢ m. ti otx v"tf DRAWING No, : i.Q it,._ ' /• wla 1' ,It WALIER A. 77LLIT Jr., P.E. .�mm�a r,. d aA>a� r an rs-oaT rLr o �......,"". �.R "ten 5BEET 3 OF IS