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HomeMy WebLinkAboutRevision; Storm Panels ShuttersFILE CO OFFICE USE ONLY: VIS1014 DATE FILED:X PERMIT # REVISION FEE:. v-f�i a RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1553 �U R�cF"ilea APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION <VC/e�@�jp� LOCATION/SITE ADDRESS: DETAILED DESCRIPTION OF PROJECT . REVISIONS: t/� l )��t 0�c� • CONTRACTOR INFORMATION: STATE of FL REG./CERT. #; ST. LUCIE CO CERT. #: BUSINESS NAME: I,! )r i) e, iAi-1- W QUALIFIERS NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION:. NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE: lyric FAX: ZIP: ZIP: / I1113/2019 Florida Building Code Online I j.I,�XQN-t-`I- ` 1 �v k - 8CIS Home Lag [ U Reglst atlon Hot Tepla submit Surcharge stela Fa a rts publlatinns dbd3pr f` Ira Prod uct Approval USER: public User MaP' Unks Greauc[ ARnreval Menu > PmAutt er 4ppllat_ Inn�ryrrh > pgollaUon i�+> gpPlieadan Debll •Pl?yY_CYifl=lr"si?'zY FL # AFL lSD-7�. --- Application Type Code Version FLI5076-RS Revislon l� 2017 —1 • Application Status Approved Comments Archived Product Manufacturer Global Protection Products, LLC. Address/Phone/Emall 4800 SW Slst Street #100 Davie, FL 33314 (954) 689-7545 tim.rnbinsan09ppent. cnm Authorized Signature Tim Robinson tim. rcbi nson (rig ppent. com Technical Representative Tim Robinson Address/Phone/Emall 4800 SW 51st Street Davie, FL 33314-5537 (954) 689-7545 ti m. ro bl n s on @ g p pe n t. co m Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professinnal Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tillit7o,-P. E. Evaluation Report " Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John W. Knezevlch, PE J Validation Checklist - Hardcnpy Received Certificate of Independence FLISO76 R5 COI GI OBAL PROT MIN PRODUCTS DRAW 17 14 CERTIFICATE OF 1ND PFNDFNCE.pQf F IS076 R;gLGLOBAL PROTECTION PROD lcTr DRAW 17-142 CERTIFICATION OF INDFPENnFrco_ Referenced Standard andYear(of Standard) Standard Year ASTM E330 2002 SSTD 12 1999 TAS 201/202/203 1994 Equivalence of Product Standards Certified By https;//foddabuilding.orglpr/pr_app_dti.aspx?param= GEVXQwtDquS73Fr2ZyiPr[36aMugFVFUQTBznEWUZx86SfK7Vrlvg%3d%3d 1%2 cp -f ® l - e i M 00m T- I I'l 0M-CM—.S� 0 M DQ> 0 ro" 'i 0 0o f� Z M 0 M 11/13/2019 Florida Building Cade Online Sections from the Code Product. Approval Method Method I Option D Date Submitted 08/31/2017 Date Validated 09/06/2017 Date Pending FSC Approval 09/11/2017 Date Approved 12/12/2017 su� of Products_ FL tt ber or Name Description 15076,1 �13.geanized Steel Storm P Corrugated Galvanized Steel Storm Paneis retained or not by tracks to provide hurricane protection. Limits ve Use Approved for use in HVHZ: Yes installation Instructions Approved far use outside HVHZ: Yes F115076 RS II C OBA PRAT (TTON PROD CT D RAW 143 20 GAGE q VANI ❑ ST<EI STORE PANE PDF Verified By: Walter A. Tillit Jr., P.E. PE-44167 Impact Resistant: Yes Design Pressure: N/A Other: Large missile Impact resistant with Maximum span of Created by independent Third Party: Yes Evaluation Reports 12'-4" for+ or -43.8 p.s.f. ASD Design load for regular panels FL15076 RS AE CLOBAI ppnTc .(see sheet 8 & 10). Maximum span is 8'-8" for life safety panel 143 PROD FVgI I IATinhl n= Created by independent Third Party- v- and 5'-10' for E-Z hung panels: 15076.2 - 24 Gage Galvanized Steel Storrs 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 Approved for use outside HVHZ: Yes FL1S076 RS iI GI noel PpnTClTtna nnJCTS DRAW 17 142 24 CACE CA VAh17ED 9TFF1 STnRM PAN Impact Resistant: Yes Veritled By: Walter A. Tlllit 31, P.E. PE-44167 Created by independent Third Party: Yes Design Pressure: N/A Other: Large missile impact resistant with Maximum span of 12'-0" for+/-20 psf ASD Design load and 13'-O" for+/- 20 psf Evaluation Reports FL1S076 RS AE ORA PROT (TfO� PROD Cis DRAW 17 SD Design load far regular panels mounted without "h" header 142 PRODUCT OF EVA I IATION REPORT PDF Created 6y independent Third Parry; Vas respectively. See sheets 3,S,9,10,11,12 & 17 of Installation drawings for other spans and pressures based on mounting condition. s no enntaCLUji n 2601 elalr Stnna anal Tnlbahasse oo phono• e5p-497-1824 nP State of Florida is an AA/E..o PmpinVer,[ngyJrght 2-t7-2m15t fndd p: preeiry tat�nenl :: PrracNApity Ctaroment :: eahnd_ 5ta11ment Under Florida Isw, email addresses are public remNs. if you dD not want your ¢-mail address rel¢aaed In re to a blie-recnrde renuest, do oat send electronic - - -- _ -. __ _mall.to this entity, Lnstpatl, contact the office by phone nr by tmtlitlpnal mall. 11 have an spouse pu Val y guestlons, please contact a5p.497.1995. •Pu ,"at to SeRlon 465.2T5(1J, —Id Statutes, aH¢Nve aRaocr 1, 2a12, acbnsees acensetl under Chapter 465, F.S, must provlAe the OeDadmrntwith nn timed adtlrnss Ifthey have one. The. molls provided may be used for nfidel rammunlmtion with the licensee. However emep addresses art public record. 1/ you dD not wish te.suppiY Will address; please— — preWde the Department with an emell nddress whldt mn be made available to the public. To determine 11 you am a 11-1-lender ❑,ante, 45s, Fs., pieasa dick �e y, Pra"11. Approval Accepts: ®� ® ZR ® - - - — - - - Credit Card Safe htips:l/goddabuilding.org/pr/pr_app_dtl.Rspx?PaTam—r GEWQwtDquS73Fr2ZyiPri36aMugFVFUQT13znEWUZx96SFl(7VHvg%3d%3d 2/Z 110 ECO INC. TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. PRODUCT EVALUATION REPORT rl. L.R. lk-1. N.. 006719 REPORT NO.: 17-0803.07 DATE: August 3'd, 2017 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 Gage Galvanized Steel Storm Panel MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 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 i Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2:1. PRODUCT EVALUATION DOCUMENT (P E D )' Drawing No. 17-142 (revises Drawing 15-022), titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prep9jpdb#.IjJXeco, Inc.;'signed and sealed by Walter A.Tillit, Jr., P.E.; dated 08/01(dy�e�i`I[�tsldr i is an integral part of this Evaluation Report. +V114y ' 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) !l' 1530 - Fax: (305) 871-1531 PRODUCT ]:VALUATION 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. L0219.01-09, dated February 25, 2009,' signed and sealed by Edmundo argaespada, 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 Documegt,(A.6Q4 drawing No. 17-142. 24 Gage Galvanized Steel Storm Panel hal1H r��F ifii)yy f6s-code compliance to work as anon -porous storm shutter assenlY p1�rESS . vi9g Standard. goo SF .,. 9 . N0.441'Q7 PRODUCT EVALUATION RRPORT NO. 17-030H.07 3 S. INSTALLATION sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.Installation shall be performed strictly in accordance with details indicated on 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 la, 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). �s701VAL E�"� Z7T, L. I ECa Md. TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., P-E. September 18, 2019 Mr. rim Robinson Managing Partner Global Protection Products, LLC. 4800 SW 51 Street Davie, Florida 33314 tilteco@aoI.com FL P.E. License No_ 44167 'R. CA. Licrnsc No. tPUQb719 Ve(5N-070 "6oI L � J,JA perm�tti � 6 zQ1� St `ue�u�,tyenr ii° EVIEWED FOR "ODE COMPLIANCE ST. LUCIE COUNTY ROM Re.: State of Florida Approval Drawing #17-142. Additional limitations for use of Component "9A" (sleeve=spacer) for 24 gage Galvanized Steel Stone panel installation into wood frame structures. Dear Mr. Robinson: As per your request, following are additional limitations for the use of spacer component # "9A" for panel installation at existing wood frame structures. These limitations are an addendum to limitations already indicated in approved Drawing # 17-142 and shall be strictly enforced. Spacer "9A" may be 1 Mi" Long if the following additional limitations are complied with: (1) installation is.limited to a one story Buildings with 15'-.0 Max mean roof height (this is a restriction from any building height currently indicated on sheet 11 of approved Drawing #17-142) (2) Anchors going thru component ' 9W (panel mate female ID; or panel mate plus) shall be spaced maximum at 6 Y4" O.C. (this is a restriction from 12 '/2" O.C. Spacing allowed on sheet 6 of approved Drawing # 17-142) (3) Max 24 gage panel length is limited to 66" at any opening (this is a restriction from larger panel lengths allowed on schedule, sheet 11 of approved Drawing # 17-142) (a) 1 '/" Long Spacer component # "9A" shall be as indicated on sheet 2 of approved Drawing #17-142. Installation of 1 % long spacer "9A" shall be similar tQ detail 21iV', sheet 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fax: (305) 871-1531 6 of approved Drawing #f17-142, and its valid only to wind zones 1, 2 and 3 as deferred by ASTM E-1996 standard and the 2017 ;(64'Edilion) of the Florida Building Code_ Sincerely, GENERAL NOTES (VALID FOR REGULAR. IIFc SAFETY A, c 7 HANG STORM PANELS): S): 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-OADE / BROWARD 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.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17, 16. IN ORDER TO VERIRY THE ABOVE CONDITION, ULTIMATE DESIGI4 WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O. DESIGN PRESSURE RATING DY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 & 17, 18. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESIED WERE NOT OVER STRESSED. A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS I{-T USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. STORM PANEL'S AOEOUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENT1014ED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS F0814,01-01 AND f0219.02-09, 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 S14ALL HAVE 3105-H14 ALLOY. (C) TO EXISTING WOOD (MIN SPECIFIC GRAVITY G O 55 MIN 1: 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX, INC. #14-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 1/4"0 LAG SCREWS PER N.D.S. 7/16"0 z 5/8" WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. C.1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- A140 2" FOR ELCO PANELMATE PLUS AND PANELMALE FEMALE ID. C.2) MINIMUM THREADED PENETRATION OF LAG SCREW, 114TO THE WOOD FRAME UNIT SHALL BE 1 1/2". NO THREADED PENETRATION INTO STUCCO SHALL BE CONSIDERED 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 SHALL BE 5/8". 1/4" v-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS SMITH NO STUCCO. C.5) 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 C.1), C.2) & C.4) (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 5. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL. DUALITY STEEL, ASTIR A-653 GRADE 80 MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS© &® SHALL NOT BE USED. STEEL DESIGNATION W/FY= 92.2 ksi (AFTER ROLLED). 9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO EE 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 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION BUILDINGS. 7411.3.3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR ASI 304 SERIES STAINLESS STEEL, WITH 36 ksi MINIMUM YIELD STRENGTH. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO Ek15TING PO 1RE0 CON R 0 PCON ANCHORS AS MANLIFACTUREO 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 • 3/4" SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. (Min. FC=3000 P-S.i.) #14-10 PANELMATE FEMALE ID & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 1/4"0 ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS, INC. 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 i" MINIMUM FOR WALLS WIT14 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 A2). (8) TO EXISTING CONCRETE BLOCK WAIL ASTM C-9D: - 1/4. 0 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. BUILDEX, INC. - 1/4' 0 • 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS INC. 1/4% X 3/4" SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL P0114T 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. ELI) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PANELMATES AND ZAMAC NAILIN ANCHOR, INTO THE CONCRETE BLOCK U141T SHALL BE 1 1/4". 6.2) CALK -IN & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8" INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL RE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, OR PRECAST C014CRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL., ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND IN 8.2). 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90", AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATIVES 1W, 3W & 4W ON SHEETS 4, 5, 6 & 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING 111STRUCTING 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 WIH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. - 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONII4G REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. 13. (v) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE 114FORMATION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONIRACTOR'S RESPONSIBILITY. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR 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 SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY V151OLE LOCATION AT STORI,1 PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE. S No. 441 7 1 T F p. :•[� 41 �/ ORIDP: �L IaT rW,i I -4(AryJ�L -"' - --- - ' e2017 HLTECD, WC. I L E C O 4„.. 24 GAGE GALVANIZED STEEL STORM PANEL. DIUWN DY., GLOBAL PROTECTION PRODUCTS. LLC. 40OD S.W. 51 STREET DAW E, TL. ]551 PRONG (954)509-7545, FA3: (954)589-8797 u9/o1�17 IAI; TKUT TE511KG & ENGWEERING COYPANT f]13 n.F. JSu� 34 SLL Sp], NQfA W9G], N LI55 fiw.: OSs) ST1-IS 0. t 13531 ON-1.1 EB-OW5719 wAL1ER A."Jr., P.E. RORiOA Uc. 4416] 17-142 DMWu1D Ho: wrt u¢yr1u. n ' 7 m 15-an /d n 4 . SHEET 1 OE 1B COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1") 175' (TOTAL. WIDTH) (EFFECTIVE WiOTH)- `_____6 i/4• -1.3150'-I I ME OL 0.094. 1.ED TRIDN - HEDGE CALVPNIZEO STEEL EDGE AS, A653 GRADE 00 NINBAUM ,DETAIL A C-BO GALV. L1.350-J Q7 STORM PANEL PANELS SHALL DE IN$ULLFlI ALWAYS FROM LEFT TO -RIGHT W/ 1/2' LEG A7 ENO AT fEFT SIDE 0i PANEL 1 3.7 O7 REV. "H" HEADER - I 1.750` S.S. STUD RFlcIED j •ti\ � 1- .125'-TO PYGLE G 6 I/4' 1 I 1.250" Go" I .IBB'=); .U86" - OR 1.500" ) I .310 / (MAY BE REVEI6ED) 1 .OBe_,GG j TYP. , 2. OD' I,08Gqe- 4" .OB4" 7.671" qD 1.500.. 4 HE)2MED .250" I Q�, 1.015' SEE EDGE J I j 2 125" 1 j at I L- 125' OBI" �1.500"� _ . _ _ _ _ _ _DETAIL A�_ _ ._J I-�_. "-' ^^^ _ .375•' (1YP.) (TYP.) FWJ S EHO UP IV HEMMED EDGE. ' \ ,133�_ 0.270" 20O' 1.4i 7" D.625` 1✓� HEMMED y • - ISOMETRIC VIEW DETAIL A I zav^ .133' ,957" ROUNDED CORIJER ® ENDS OF PANEL'S t--2 378•----. E140 LIP W/ HEMMED EDGE. (N.T.S) i .091, 067--- �j�V-- ���J�1D SO KEY HOLE WASHER (IYP.) 1 3105-HI54 ALUM. ALLOY 2.124` 091' - .750- L- 375„ O9 SLEEVE 2 1 f�" � MAX. LENGTH -2.000'-' 2 000" I-.118" ® "U" HEADER O 9� SLEEVE 1" MAX. LENGTH i .1zs' L (TYP.) •- 1" )AIN. TO 5' 1JDx.-- '374-3.000' ,384� 6061-T6 ACLOY 1 .200 _311" .658".150..470' .275" '0 N�71- 1.671" '- V T-- 1 II 2.000" t S •P 1.125' .860" j 11.000 MIN. m 5® MIN. 0 (D •250` L .0 1 .aso" - --2.000"--) ' I L-SEE SECTIONS .250" L_ o MIN. .204" 13 BUILD -OUT "F" 14 BUILD -OUT "F" TRACK 15 & 5® WASHERED WINGNUT TRACK ANGLE (ZAMAC 3 ALLOY) 10 ANGLE 2O "H" HEADER (3) "F" TRACK EDGE -+�-1- TIP. BOTTOM EDGE OF PANEL () ANGLE WITH STUD 0.024' (It.) UALVA141ZED STEEL 0.375'¢0.250"¢ 15 OR 5® I' L 125" DETAIL 1 © KEY HOLE AT PANEL ei3' I (TYP.) -- 17I 750" 250" (TYP.) -2.0DO-1 11 "J" TRACK 1© PANEL HANGER (1 114" WIDE) (USE ONLY FOR E-Z HANG STORM PANEL SYSTEM) 6063-TB ALUM. ALLOY r EUNIUA UUILUINU tUUE (Non High Velocity Hurricane Zone c2o17 nLTEco, w¢. 24'GAGE GALVANIZED STEEL STORM PANEL ONA10I IL I EC �N�, GLOBAL PROTECTION PRODUCTS, LLC. 000 S.N. 51 51 CA DAME, IL]]31114 °B/a/17 iTINO G CNGINEERINO COMPANT PHONE: (954)589-7999, FA[: (951)p09-e791 ) %-142 E8-()Q06719 DRAW111G Na; wt, m rt NAUE A. RIUT Jrt, PL RORIOA Or. �4167 m/w/R SHEET 2 OF IB MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s,f.) AND CORRESPONDING MAXIMUM SINGLE PANEL In LENGTH "L" SCHEDULE ONLY FOR REGULAR STORM PANELS INSTALLATION INTO POURED CONCRETE CONCRETE BLOCK & WOOD (t) SINGLE PANELs(:b UNREMRANED SINGLE PANELS (3) RESTRAINED AT EACH Al TOP OR BOTTOM END WITH TRACKS & (4) (D & pR O'O' WITH TRACKS n OR n * DIRECT MOUNTED AT EACH END* D.M.. 2 3 MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) D MAXIMUM A'S.D. DESIGN PRESSURE RATING CONCRETE & WOOD INSTALLATIONS t 20.0 12'-0' 12'-0' 25.0 12'-0' II'-8' Jo.0 35.0 10'-1O' 107-0- 40.0 10'-1' 9'-4" 50.0 p._ I" 8'-4" 55.0 8,_7" 8,_O" 60.0 8•-J" 7.-7. 65.0 8'-0' 7'-4- 70.0 7'-B" 7'-0" 75.0 7'-5' 6'_ 10' 80.0 7-2. g'_7' 85.0 7'-0" 6'-5' 90.0 6•_9• 6'-2" 95.0 6'-9- I00.0 6'-5' 705.0 6'-J' S'-9" 170.0 _ S•_7- 115.0 - 5•-6' I19.6 MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) D MAXIMUM A.S.O. D TIER PRESSURE RATING (P-L) (+ or -) CONCRETE & WOOD INSTALLATIONS t L+ L- 2D.0 14'-4' 1J'-0' 25.0 12.-10 11'-7' 30.0 11'-8' 1017" J5.0 to'-10" 9'-9' 40.0 9'-6' 9'-2' 45.0 50.0 55.0 g,_3• 7._9. 60.0 S*-O' 7'-5' 65.0 7'-B' 7•_2' 70.0 7'-5' 75.0 7'-2' 6'_8• 80.0 7._0' 6._5. 55.0 7-0" 6'-3" 90.0 6'-9' 6'-1' 95.0 6'-7' 5'-To' 100.0 6'-J' 5'-7" 105.0 6'-J" 5'-4' 110.0 - 5'-1' MAXIMUM PANEL LENGTH ('^) MINIMUM SEPARATION TO GLASS SCHEDULE WIND SPEED' 170 m.p.h WIND SPEED > I70 m.p.h UNRESTRAINED RESTRAINED UNRESTRAINED RESTRAINED 30 OR LESS --1' S. - 6 1/4" - >33 TO 90 1' 7 1/2" 7 1/2. 190 TO 145 I° I" 7 1/2" 7 1/2" >145 TO 156,3 1' I" - 7 1/2" MINIMUM PANEL LENGTH (in) FORA GIVEN MOUNTING CONDITION 1.5"Xf.S" BuaO-GUT BUILD -OUT TOP DIRECT `h' 'U' STUD .•F• Y' TRACK F TRACK BOTTOM MOUNT HEADER HEADER ANGLE TRACK ANGLE W/SIOE W LO UR S CLOSURES - DIRECT MOUNT 48' 32" 32' 35" 4 1.5'XI.5' STUD ANGLE 35" 32" 32" 32" 42' 35' 36' 3 'F" TRACK 55 32' 32' 42' 67' AO' 60' t wU LSIOE CLOSUR�ESCK ANGLE 50" 32' 32" 35, 60' S6' 5fi' T BUILD -OUT F TRACK W SIDE CLOSURES 50" 32" 32' 36" fi0' S6' 56' ®, 13 or U4 D.M., 3O, O or 2/4 3` MAX ANCHORS (SEE SCHEDULE ON I" MIN, - SHEETS 9, 10 &11) b Q . MIN. L I I I I SPANELS SECTIONS AS CABLE) I 1/4, 3/4, 4/5, 5/5 & 6/5 iW/6, 2W/6, 3W/7 & 4W/7 I 60LTED PANELS W/ 1/4o-20x1" S.S. M. BOL7 W/ 0 EA. OVERLAP I '> (SEE SECTIONS AS APPLICABLE) LLl II�a F7 I II 1I�I I I Z Q , C _ _ _ G . _ _ _ . O _ _ _ O _ ._ _ il 3" MAX 2/4 1/4, 3/4, 4/5, 5/5 & 6/5 I MIN. f-1;i W/6, 2W/6, 3W/7 & 4W/7 ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 &11)- REGULAR STORM PANEL n ELEVATION 2.657' N.T.S. NOTES: D(1) - Lv M"IMULI ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE A.S.D. DESAN 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.O. DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH l-` FROM SCHEDULE. RIAL MAXIMUM ALLOYMBLE PANEL LENGTH IS EQUAL TO THE I A M DETERMINED PANEL LENGTH BETWEEN 'L+' AND 'L-'. (3) SEE SCHEDULE BELOW FOR MIN. PANEL LENGTH FOR POROSITY OUAJFICATION. t Iu57ALLATI0N5 INTO WOOD ARE LIMITED TO s 95 p.s.f. MAX. A.S.D. DEbIGN PRESSURE RATING L FRTS CIP�X�1 fOR MAX. AS-O. DESIGN LOADS & MAX. PANEL LENGTHS FOR MR1, SPA IS USED, ��{ ' • \�D S FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) No. 44167=D,1 nLECG, nre: 24 GAGE GALVANIZED STEEL STORM PANEL * tt * DRAY,91 m: GLOBAL PROTECTION PRODUCTS , LLC, GATE: 9 ``�, -_Q�'•. �= V I: • \� TIWT TESTING A EN°rNNEfARING COMPM T , {, {Pnw �,s°N.4eawl(954)689-75{5. 450D S.W. SI STREET DAWE. PL. DJJ14 FIX: (954)LB9-8797 17- L 42 ' ? M /GATE WALTER & 71LUT n Om.. No: J .. P.E. FUM04 Uc. # m /0 1 SHEET ] or 18 INSTALLATION DETAILS FOR REGULAR PANEL In INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES EXISTING POURED CONCRETE EXISTING POURED CONCRETE OR CONCRETE BLOCK r REOUIRFD. CONCRETE BLOCK I OR OR ONC CONCRETE ANCHORS I _ (SEE SCHEDULE ON_ .,I CONCRETE ANCHORS (SEE SCHEDULE ON J SHEETS 9 THROUGH 10) ` 2 SHEETS 9 THROUGH 10) �, —t •7 1 EXISTING POURCONCRETE OR EU \J CONCRETE BLOCK- 1/4" 1/2" I 1/4• REQUIRED. 3 —55 EA NEIG BOvs ' MAX. MAX, w 15 G CONCRETE ANCHORS i...� E.D. I I (SEE SCHEDULE ON j f I � 1 I ' E.D. I I SHEETS 9 THROUGH 10) --� j I I 1 I I __ I I 1 I I E01 I I I ED I O - 1 • I I/Po-zGa' n . ... 1 1H'o-z11,1' 1 I 1 .S.S. BOL15 Yl� I Ir�n. I SEPARATION .`1— AT Ew G70ulJ+ TO GLASS. i I (ug i>w PAML 1 I, SEPARATION I (� I I EXISTING �'�(SEE SCHEDULE I OVER Y�•1 "L" MGr. (SEE TO CH E ULE Qh 7-6') GLASS ON SHEET 3) ---I 11 -I I 1 I PANEL LENGTH II Oil SHEET 3) I I (SEE SCHEDULE II I I I IMm. SEPARATION I I I ON SHEET 3) II 1 I 1 1" IAGM' I TO GLASS, I I 'L` LENGTH CONCRETE ANCHORS_ 1 �, I PANEL LENGTH PANEL LENGTH SEE SCHE_OULE ON �� I ��,/ I '1 (SEE SCHEDULE - I I ( (SEE SCHEDULE 1 (SEE SCHEDULE SHEETS 9 THROUGH 1�j1j 1 II I I ON SHEET 3) T, an SHfFf 3) ON SHEET 3) ..... , I 5f19. EXISTING tl I I I I I I ;, I OF "l" CLASS II I I 1 EXISTING507 I I GLASS �E.D' � .S NEx HFPD ¢OLTS I I OF L` MAX. i 1 I I _� EA. I I E.D. 2 I I -�• 15 I EXISTING POURED I 1 1 I CONCRETE OR I CD 12 1/2" O.C. 1/{•at• HEM WASHER HEAD CONCRETE BLOCK .:: i�t1Y BUAGEN TEN SCAEW GR S.S. Ms. w/ xuT REQUIRED. - I o 12 1/z• o.a I — ALTERNATE " 1 ` IAIn. — I. I LEG LOCATION I 4 ALTERNATE CONCRETE I EXISTING POURED CONCRETE CONCRETE ANCHORS ANCHORS OR CONCRETE BLOCK REOUIRED. (SEE SCHEDULE ON STAGGERED W/ STUD SHEETS 9 THROUGH 10) (SEE SCHEDULE ON -- - - - _ - - SHEETS 9 THROUGH 10) BUILD -OUT MOUNTING WALL MOUNTING SECTION 1 SECTION 2 srALE 3/8-1` SCALE 3/e-1- tATATA......... Q� EN ✓.p i 'i E.D. =EDGE DISTANCE NOTE FOR COMBINATION OF SECTIONS No.44167 (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 &. 10) COMBINED IN ANY WAY TO SUIT ANY •' INSTALLATION. 90• •'' GO i0+: f' a�r1 '-_ bai'E1wv ,) 5 CONCRETE ANCHORS_ ; I I(� APPLICADLE)I (SEE SCHEDULE ON ,:: I SHEETS 8 THROUGH 10) 1T/ 1 ONLY WHEN SOLID SET & CALK - IN ANCORS ARE USED & YI/ 5 WHEN EXISTING FOUHLU CONCRETE PANE ANCHORS OR C014CRLTE BLOCK ARE USED. REUUIREU. WALL MOUNTING / DIRECT MOUNT SECTION 3 SCALE 3/B-1" FLORIDA BUILDING CODE (Non High VeIOCHY Hurricane Zone) c2017 TILTECO, 11C, 24 GAGE GALVANIZED STEEL STORM PANEL N'E OMWN BY: LTC O IHc. GLOBAL PROTECTION PRODUCTS LLC. f600 S.W. 51 STPEEI OAAFE FL. 3"1 A 17 "DAM. HG 4 FHGINEERING GOMPAHT tl. A+. Ne, VIM:q GNOTxS ft i]If0 7 e,t-Iva . r++ : Nm) e71-tvl PHONE: (95{)6139-75{5, FAX: (954)639-8797 17-142 EB-OO GAWitG Na -TER A.TILLaJ P.E. LOROA Lc44191 tt0 ,o-oa SX[R < 0r 18 CONCRETE ANCHORS (SEE SCHEDULE 014 SHEETS 9 THROUGH 10).• _ EXISTING POURED CONCRETE REOUIRED I I II - II I II I II I I EXISTING GLASS II if 1 1 INSTALLATION DETAILS FOR REGULAR PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION (SEE SCHEDULE ON EXISTING POURED CONCRETE EXISTING POURED CONCRETE i SHEETS 9 THROUGH 10) OR CONCRETE BLOCK OR CONCRETE BLOCK REOUIRED. REQUIRED. -ALTERNATE LEG ) ( LOCATION CONCRETE ANCHORS • i:; (SEE SCHEDULE ON .{. �• _ _. SHEETS 9 THROUGH IOT_1 CONCRETE ANCHORS I (SEE SCHEDULE 014 SHEETS 9 THROUGH 1D)l E n ff--- I-L r-- is to viraic-'" (USE TOR Punt - it �__ IDl'RI Ixw Y-a9 ,L, ---� M°X TION 70 CLASS. I in. (SEE SCHEDULE ON II I PANEL LENGTH (SEE SCHEDULE i SHEET J) r I� warn. II SEPARATION I ON SHEET 3) I E%IS7wG I TO CLASS. -j(SEE I I 1 GL4S5 SCHEDULE I 1 _ 1� p ON SHEET 3) i II i i �0 p II �'• I MAX. 15 11 II 0 12 1/2' O.C. i E.D. 1/111' HEX WASHER HEAD —Iln 901LOC% IEK SCREW OR ' 1/2' r I/4'• 1/1�30a1• S.S. MS. M/ 1101 0 12 1/2" O.C. 4'e-YOa I" .___•1 E.O. I I VEX EX HFA➢ OLIS I 0 5 I/1" O.C. I 1 'L• M°X, PANEL LENGTH r. ' I I I (SEE SCREDULE I SEPARATION I I ON SHEET 3 FORSS AVER 9 TO GLASS. (SEE SCHEDULE I I I I 1/1•9-20 1- ON SHEETS i�00M5 W f I 1 ON SHEET 3) I .S�e0U�5W1 SPACER E FOR FWRL 'L' I.fOX. / G1H v,+R 7-67 PAIJEL LENGTH 1 ., UNCNCH 0 R 7'- -) (SEE SCHEDULE -� I I --� ON SHEET 3) G1A55�1 I 1 567. OF •L' I MAX. I CONCRETE ANCHORS - vAJ o e 1/1- D.C, EXISTING POURED . _ I (SEE SCHEDULE ON CONCRETE EDGE OF WALL OR SLAB SHEETS 9 THROUGH 10)REQU4 '34- (ALT. CONDITION) EXISTING POURED CONCRETE CONCRETE ANCHORS �I OR CONCRETE BLOCK REQUIRED. (SEE SCHEDULE G 1E.D. SHEETS 9 THROUGH 10) CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTING SECTION 4 SECTION 5 SCALE 3/8-1- SCALE 3/8-1" o. 44167 t E.D. =EDGE DISTANCE NOTE FOR COMBINATION OF SECTIONS: (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE * •' �� SHEETS 9 &• 10) COMBINED IN ANY WAY TO SUIT ANY -'O •' INSTALLATION. �Q'•.,• (Q �Q ' `��1,1� E.O. LENGTH I OF 'L" I MAX. _ I I CONCRETE ANCHORS 1 1 (SEE SCHEDULE ON I 1 SHEETS 9 THROUGH 10) 2 1 /8" LONG MAX. ALUMINUM SPACERS 0 6 1/4" O.C. VALID FOR ALL DESIGN LOADS AND PANEL EXISTING POURED CONCRETE I OR CONCRETE BLOCK LENGTHS PER SHEET 3. REQUIRED. 9A 1211 2. OCCINUM (SEE LONtTABLES#I CONS 0 SHEETS 9 do 10.) WALL. MOUNTING /DIRECT MOUNT /SPACERS (-9) OR 6Al SECTION 6 SCALE 3/8-1" _zv1] RLucO, etc. 24 GAGE GALVANIZED STEEL STORM PANEL Aftti 6Y: Ofl17 IL NI:. ECOE GLOBAL PROTECTION PRODUCTS, LLC. OBUATE. bfINO NECRINO COMPANY I800 51 STREET si {:m E.P1. (951)9-9]7..... PHONE: (95A)589-750 17-142 .-mck lA.w9cUtan E9-Do05Tt9 n OR.Ir Ne: F.E. fLORipA Uc. 11 B] an a-Wa 0/W/H 5NCC1 5 OT 15 WOOD HE REQUIRED 2"x4" WOOD PLATE REOU INSTALLATION .DETAILS FOR REGULAR PANEL Cl INTO WOOD STRUCTURES WOOD ANCHORS I t (SEE SCHEDULE ON SHFFT 11) I I r �J I WOOD ANCHORS I /4" SHEETS,"DUIE ON M1A%. I'll , III I I I I I I I I I I I 1 Main. I I 1 SEPARATION TO GLASS. I ` I I PANEELL LENGTH 1 (SEE SCHEDULE 1 I ( ON SHEET J) I SEE SCHEDULE 1 A— I I I I/."e-70.t• ON SHEET 3) 1 (U _rA OATAAP (USE FDI PA.F3 EXISTING I ' I 1 fETCTn oA11 7-11-) GLASS I I 1 I I i 1 I I 50% (y I_I I i I WO SU (S7 SH I I WALL MOUNTING ALTERNATIVE 1 W SCALE 3/8=i" I OF "L' I M I; 15 & 12 1/2" O.C. I I 1 I I I STUD ON TO, aizi' t/4.9-2O,t• r (SEE SCHEDULE E.9 EX HEAD BOLLS ON SHEET I 5.5. eoL12 w� W/�Slli 6 1/4" O.C. I J)L_ ( JL7 F] fA aIF1EIJ' (O5: FOR PH I _� (aAiM 0,ER 7--4j E%ISTIrN�1 __ "L' ACM. G-LT"Fwrl-, Ii PANEL LENGTH I (SEE SCHEDULE ON SHEET I1 FOR I I SIR SPACER®j1_ SPACER _ . I, �1 I I„ 2,n`I I i I I EO _ ���....,, ll MAX. F.2" I I I EO I I I 1' MAX. LONG ALUMINUMSPACERS I I I I 12 1/2" O.C. (SEE TABLE #1 ON TABLE I 1. MAX. I I I I SHEET 1'.) I PANEL LENGTH ' I (SEE SCHEDULE J ON SHEET 3) t.-._PANEL MATE FEMALE ID OR PANEL MATE PLUS (SEE SCHEDULE ON SHEET 11) Min. 1 SEPARATION 1 I I Al I � TO CUSS. -(SEE SCHEDULE_ I i I I 2"x4" WOOD -- PLATE REQUIRED - I I ON SHEET 3) 1 i DIRECT MOUNT W/ SPACER l� 1 ALTERNATIVfl E 2W' 5 SCALE 3/B=1" ;'1 ® 12 1/2" D.C.; SEE TABLE #1 ON SHEET 11 FOR MAX. PANEL LENGTHS & ED WAX.. AS.D DESIGN LOADS FOR THIS INSTALLATION. ilI I EO I WOOD A14CHORS STAGGERED W/ STUD (SEE SCHEDULE ON SHEET 11) �I 2"x4' WOOD MATE REQUIRED WALL MOUNTING DECT MOUNT ALTERNA IVEIR2W SCALE 1/6=1" NOTES, NOTE FOR COMBINATION OF SECTIONS: 1. 114STALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATING (P.s.T) AND PANEL LENGTHS TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR COMBINED IN AIJY WAY TO SUIT A14Y ALTERNATE 2W') INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NOTE - I" MIN. SEPARATION TO GLASS INDICATED ON SHEET 3 MAY BE REDUCED TO 1/4- AS LONG AS THE FOLLOWING CONDITIONS ARE COMPLIED WITH: (1) MAXIMUM ASO DESIGN PRESSURE RATING IS 460. -65 P.e,1. (2) MAXIMUM STORM PANEL LENGTH IS 72.' 0) STORM PANEL INSTALLATION IS ONLY INTO AN EXISTING WOOD FRAME WALL. (4) INSTALLATION VAUD ONLY FOR WIND ZONES 1. 2 & 3 PER ASTM E 1996-05. ' FLORIDA BUILDING CODE (Non High Velocily Hurricane Zone) c2017 170100, INC. 24 GAGE GALVANIZED STEEL STORM PANEL Y.L OMWN er. IL E C O IIYc. GLOBAL PROTECTION PRODUCTS, LLC. B4/0]/1T /�/�� TIL` T TEs71Na h EN4TNQgING COMPANY �] N.. aeu. ss.. x.. ]w. wecvw vAovo. n. ]al 4800 S.W. SIREET OAVIE, VI- a]314a1� OAi6 PHONE: (954)589-7545, FAX: (954)BB9--8797 %-) 42 P.E. SEAL/SICNANpE/DATE 0U0c0- 6aOO1 wn m DAA9IIN6 No: FLO.-gmEIDeA]- WALTFA A 11Jr.rtI.E. .. H8 9NER 6 Of 15 INSTALLATION DETAILS FOR REGULAR PANEL INTO WOOD 4"x8" (Min.) EXISTING WOOD �.._ --[ GONE LEG REAR( REQUIRED. STRUCTURAL J �I ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY 0.---EO. REGISTERED ENGINEER OR lip 1' ARCHITECT PRIOR TO SHUTTER INSTALLATION. WOOD ANCHORS ALTERNATE WOOD ANCHORS (SEE SCHEDULE ON (SEE SCHEDULE ON • SHEET 11) SHEET 11) EO EO 1 /4" ) I MAX. _ WOOD HEAD EXISTING 1 ®—, I I ! I REQUIRED GLASS �1 1 E I I WOOD ANCHORS 1 I I I (SEE SCHEDULE I /In. I q SHEET I1) ,SEPARATION TOI --( GLASS.(SEE —O I 1 SCHEDULE I I/4'R40at' 1 ON SHEET 3) ss BOLTS W� I (uSt FOR PANEL 1 1 I I uIr,1H Dvae I PANEL LENGTH (SEE SCHEDULE ON SHEET 3) 1 " 1 I OF F"L. 1 MAX. j ® 12 1/2" D.C. I i I I Fl I I AL ALLOWED EDT— I I I 1 f r-- - WOOD ANCHORS --- ---- 2"%6" WOOD DECK REOUIRFD 2"x4' WOOD REQUIRED (SEE SCHEDULE ON SHEET 11) �.. --2" Llin.-- CEILING AND FLOOR MOUNTING ALTERNATIVE 3W SCALE NOTE FOR COMBINATION OF SECTIONS:—i. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. TOP & BOTTOM MOUNTINCS CAN BE DESIGN PRESSURE RATING (p.s.() AND PANEL LENGTH! COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 1 I o-• Min. SEPARATION TO GLASS. ;SEE SCHEDULE ON SHEET 3)— 1 1 t ATE i I V BUILD —OUT MOUNTING ALTERNATIVE 4W SCALE 3/8=1" A. TI(���✓ No.44167 1/4-x1- NEx W fR HIM 9. BOODE% TEH SCREW OR 1/4'-2Dx1' 5.5. m.9. Yq Nur 0 12 I/2- U.L. '4"P-20x1' wEx HEAD BOL75 O 6 1/4' MC. I MAX' BVETSW� PANEL LENGTH FOR PANEL (5EE SCHEDULE N vmt 7'-r) i ON SHEET 3) I SOX OF "L" MAX. W IS 0 6 1/4- O.C. 14 ' WOOD ANCHORS (SEE SCHEDULE ON SHEET 11) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone c2017 IILTECO, INC. 24 GAGE GALVANIZED STEEL STORM PANEL DwmN er: IL E C O („�. GLOBAL PROTECTION PRODUCTS LLC. 4e00 5.W. 51 51REET DAVIE, H.33314 PHONE: (954)6e9-7343, FAX: (954)6B9-B797 °6/6J/17 Dom. STING 4 ENGINEERING COMPANY O.S4vfn _-5. rt ,a1cp ;foale>1-13� . Fe• , U°5)-a>1-16,t ' mn 1 7-142 EB-OOD6719 ORA". — o.rz WAUER A LILLR Jr., P.E. FLORIDA Ue 44167 4 SHEET 7 Or Is END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL(1) SYSTEMS u II II 3 4 �R CONCRETE, VARIES II S" lM+.� l ® �0 _POURED CONCRETE BLOCK OR 2'v4" WOOD FRAME RECUIRED POURED CONCRETE, CONCRETE BLOCK OR 2'vt' WOOD FFNAIE� POIIREO CONCRETE._ ILO II REONRep CONCRETE BLOCK OR D FRAIAE u .�---t '/1 OR® 1/d'P A 17/4' TAPEQN 1/Y ANCHOR O 12" O.C. fAin.l,. o REOUiRLTI d �l , CUT PxNE[ ' 1') 1/4'a x l 3/4• lJin r1AaCON AN I I 0 I" J lj I .O ! O 12' O.L I, VARIES 0 2' A 2' TO L?ERNn1E LED LOCATION f / — 2' X <- X r 5' Mac 2" I f9J< L c134 MRx, I b o a cTm v m o v 2' A 5" x .035' COLT. ALUM. ANGLE OR .OBO• J1O5-H154 51, .125' 3105-Hl4 OF I I 6063-T6 ALLOY --1 2 1/2" CONY. ALUM. _J 1 I II TRACK �� l 1 II (1YP') METAL ALUM. BENT PLATE ANGLE�:J M.CAP -''' �' I/4' a BOLA L v 4- v .072• O 12' O.C. 3105-1414 OR 5063-T5 ALLOY W/JACKNUT Cenf. Wum. ANGLE CASE A (PLAN) SCALE 1/4"=t" CASE B (PLANS _CASE C (PLAN), SCALE 1/4'=1" SCALE 1/4"=1" 1.5)( (,.TIN. PANEL OVERLAP BEYOND OPENING WIDTH) IK/UREO CONCRLTE, C01:CRETE BLOCK OR 2'x4' WOOD FRAME REQUIRED iX B.O.i DISTANCE I CASE E (PLAN) SCALE 1/4"=1" I ' 0 2 POURED CONCRETE I 3 •® OR CONCRETE BLOCK''&& 2'A4• WOOD FRAI.IE 5`1�ill 8 ® & REOUIRED II 1 VARIES --- ©,3 OR® I 0 5' MCA. I 0 e9�m��m -J - 0 TRACK a m v m- t/4'e-70 S6. e0L15 g(D' RA9HLT211 K7,aNtn R �UMT� D/U 62LGCK IJ IpI/ ''Ca h, TILL/P. CASE F (PLAN) SCALE 1/4"=1" 2' x 3' x 093. 3105 H-14 OR 6063-16 ALLOY CONE. ALUN.— RICLE WITH 1/4-P . TAPLDII Q 1z• D.c. I' N4Lf PN4EL m/4' CAP POURED CONCRETE, CONCRETE BLOCK OR 2'x4" WOOD AR. E REQUIRED CASE D (PLAN) SCALE 1/4".1' POURED CONCRETE. EXISIING IHDA Al SOLID-5ET OR CALK -Ili OR ELCO PANEVAATE /TEMALE 10 AND CONCRETE BLOCK TOP, BOTTOM OR / pptLEUAATE PLUS (SEE OR 2'X4' WOOD SIDES OF OPENING FRAME REQUIRED AS f 9CHEOULE ON SHEE(5 9�\ APPLICABLE 10 k 11) i 7 1 3/4" IARx. W/ ANCHORED FRONT B REAR FLAT FLANGES PARALLEL TO WALL (NEVER CUT END PANEL) CASE G (PLANT SCALE 1/4"=I" VALIU FOR DIRECT MOUNT INSTALLATION ONLY & CERTIFIED PANEL INSTALLATION AT WALLS Yl/ 't L SURFACE LEVEL VARIATIONS WITHIN 3/4" FLORIDA BUILDING CODE (Non High Veloclly Hu "cone Zone * a ��S ��� 11 11L I C2017 71LTECO. INC. IL ECOLNQ. 24 GAGE GALVANIZED STEEL STORM PANEL K,4 DRAmL GLOBAL PROTECTION PRODUCTS, LLC. 4600 S.W. 51 9TREEF DAME. FL. 33114 PHONE: (954)669-7545, FAX: (954)689-B797 De/DJ/I7 DAr' TI�LIT TESTINQ N ENGINEEROAG COMPANY ss am�. cif t. Nu Ns, =. cwpms, n .lake ( ) e7t-IssO . io. , 1e9e1 nt-... muwR 17-142 _ Ee-QDpcil o`•m WALIER A T-'#' Jr., P.E. iLORR)A LIc. NI57 ORATAtc Na: aF>NA.I � � n-ass mAWn SXEET B OF 15 (VALID ONLY FOR PANEL 1O INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. A.S.D. DESIGN PRESSURE RATING ( (P.s. •) +4 OR 45 LESS MAXIMUM ANCHORS SPACING FOR MIN 'E.D. PER SCHEDULE BELOW * A PLICABNS LE TO SECTIO H & ANV COMBPLATION OF THEM 1 (TOP) MAXIMUM PANEL LENGTH "L' Ln') OR LESS MAX. A.S.D. DESIGN PRESSURE RATING (P•s.(. +45To 955 +65. -65 MAXIMUM ANCHORS SPACING FOR LAIN E.D. PER SCHEDULE BELOW* APPLICABLE TO SECTIONS COAfBANY RIAOON OF THEM. 1 (TOP) MAXIMUM PANEL LENGTH (fL) SpR, LESS TAPCON SOLID -SET PANELMATE FEMALE 10 PANELMATE PLUS ZAMAC-NAILIN CALK -IN TAPCON SOLID -SET PANELE FEMME ID ID PANELMATE PLUS ZAMAC-NAILIN CALK -IN C 7pN TE 13" CBNfOFiKE 13" TD CONCRETE 13" TO CBNOC.E 13" 7p CONCRETE 13' t0 CB. OCT 13- Tp WIICfdTE 13" l0 CBLOCKE 13" Tp COF1TO 13" i0 CBNOC� 13" Tp �� 13' TD Ce OCN� 13" CONG�TE 13" TO COIIGRETE BLOCK 13' EO TNCREIE 13" 10 CONCKETE tlLOCN 13" LONCfiLIE 13" GOKCBEIECONCRETECONCRE BLOCK IJ" 70 13" TE 8L1 13' 1 TO CR CONCRETE 13' CONiC.E1E BLOCK 13" Tp CDNCRc7E 13" TD CBLC9ETE BLOCK 11 1/2- 13" 13" 13' 13- 13- 13" 13' 13' 13' 13` 13" 13' 1 (BOTTOM) Ia" 13" I}" 13" 13" 13" 13" 13' 13" 13' 13" 11 1/2- 1 (BOTTOM) 1S 13" 13' 13' 13- 1� 13` 13` 13" 13- 13- 13" 2 (TOP) 13' 75' 13" 13` 13" 13" 13" 13" 13" 13" 13' tl 1/2` 2 (TOP) 13" 13" 13" 13" 1J' 13' 13" 13" 13' 13- 13' 13- 2 (BOTTOM) 13` 13" I}' 13` 13" 13" 13" 1J' 1T 11 I/2" 2 (BOTTOM.) 1S' 73" 13" 1}" 13' 13' 13" 1S` 13" IJ" 13` IS" 3 (TOP) 17" 13" 17" IJ" 13" 13" Ia" 1J" 13" 1J" 13' 11 I/2" 3 (TOP) - - 17. 1/2- .12 1/2" 6 1/4" 6 I/4' 12 1/2` 12 1/2" - - 6 1/4" 6 1/4' 3 (BOTTOM) - - 12 1/2" 12 1/2" 6 1/4' 6 1/4" 12 1/2` 12 1/2" - - 6 1/4" 6 I/4" 3 (BOiTON.) 8' 8" 8' 8" 8" e" 8' e` a- e" 8` 7 1/2- 4 (TOP) 6' 5 1/2" e" 8' B' 5 1/2" 8- 7 1/2` 8" 6" 8" 5" 4 (TOP) 4 (BOTTOM) 8' - 8" - B. - e" a (BOTTOM) 1S' 13' 13" I}' 1}' 13' 13' 13` 1S" 1}" 13" 1}' 13" 5 (TOP) 13" I}" 13" 1J" 13" 13" 13" 13" 7J' 11 1/2" 5 (TOP) 13" 1. 73' 13' 13" 13" 13" I}' 13" IJ" 13" 5 (BOTTOM) W-;3 I3" 13" 13" 13' 13" 13" IJ" 1J` 13' it t/2` 5 (BOTTOM) 13' 13' 13" 1S" 13' 13` 13" 13" 17" 13" 13' 13" 6 (TOP) 13` 13" 13' 13` 13' 13" 73' .13' 13' 11 1/2' 6 (TOP) _ - 6 1/4" fi 1/4" fi 1/4` 6 1/4'. - - - - 6 1/4" 6 1/4" 6 (BOTT.^) 1/4- 6 1/4" 6 1/4- 13" 5' 13" 10 1/2" 73" 7" 73` 7" 7 1/2 5 1/2 1J` 4 1/2` i (TOP) >5,-6" TO 14'-4" 1J" 7' 13" 13' 13" 9 1/2 1}" 9 I/2 70 1/2 7 1/2 13' 6" I (BOTTOM) 13' 6' 13` 13` I3' 8 1/2` 13` 8 1/2` 9 1/2" 6 1/2" 13' 5 1/2" 1 (TOP) �To6' 9'-6' 13' 7 i/2' 1}' 13" 13" 1p" 13' 10' 11' 8" 13' fi 1/2" 7 (BOTTOM) 13' S" 13" 10 1/2° 13" 7" 13" 7" 7 1/2 5 1/2 13" 4 1/2' 2 (TOP) iJ" 6" 13" 13" 13" 8 1/2- 13" 6 1/2" 9 1/2" 6 1/2- 13- 5 1/2" 2 (TOP) 13" 7' 13` 13" 13" 9 112 13" 9 1/2 10 1/2 7 1/2 13' 6 1/2' 2 (BOTTOM) 13" 13" 17" 13° 10" i}' 10' 11" 8" 13' 6 1/2' 2 (BOTTOM) 13" 7" 1S" IS" 73' 9 I/2 13" 9 I/2 10 1/2 7 1/2 13" 8 1/2' 3 (TOP) 13' 7 1/2" 13" _ 1}' 13' IO" IJ' 10' 11" e" 13' 6 1/2' 3 (TOP) - - 12 1/2'12 1/7' 6 1/4" 6 1/2" 72 1/2' 6 7/4" - - 6 1/4' 6 1/4' J (BOTIOIA) - - 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) 3" 8" 5 1/2' 7" 3 1/2" e" 4" a 1/2" 3` 6 1/2" 3" 4 (TOP) 7 1/2" 3" 8" " 6" 7" 4" 8" 4" 4 7/2° 3 1/2° fi i/2' 3" 4 (TOP) 1/2' 4 (BOTTOM) P77' 7' 1}" I}' IS' 9 1/2' 13` 9 1/2' 10 1/2' 7 1/2' 13• _" 6"5(TOP) e' - e"8" - 5 1/2` - 7 1/2" - 4 (BOTi07A) 13 8 1/2` 17' 1}° 13' 10' 13' 10' 11 tl" 1}' 6 1/2" 5 (lOP) 7" 13" 13" 13' 9 1/2" 13" 9 1/2" 10 1/2" J 1/2" 13" 6 1/2' 5 (BOTLOAI) 13"tl 1/2' 13' 13' 13'10' 13' 10" 17" 8" 13' 6 1/2' S (BOTT@.f) 5"13 7 13 7 7 1/2' S 1/2' 13` 4 t/2' 6 (TOP) 6 1/4' 6 1/4' - - - - 6 I/4` 6 1/4' 6 (BOTT.••) 13` 6° 13•13' 13" 6 1/2- 13" 8 1/2' 9 1/2` 6 1/2' IJ" 5 1/2` 6 (TOP) - - 6 1(4" E 1/4' 6 1/4" B 1/4" - - - - 6 1/4' 6 1/4" 6 (BOTT.••) SEE SHEET 11 FOR ANCHORS TYPE k SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. i MNIMUM ANCHOR SPACINGS AND MININULI EDGE- DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR E.D. LESS THAN MOICATFO ON SCHEDULE REOUCF ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSSIBLE. P.E000ED SPACING OBTNNED USING FACTOR SHALL 140T BC LESS THAN I.IINIIAUN SPACING INDICATED FOR EACH ANCHOR TYPC ON THIS SCHEDULE. ANCHOR TYPE t/4'D_ 1/4'D 1/4'D 1/4'0 I/4•D CALK_ Y TAPCON SCUD -SET PANOUTATE FEALE ID PANFLLUTE PLUS ].1LU0-NANN MINIMUM ANCHOR SPACING (In.) 3 3 ] 1 ] 2 yr 2 1/2 MINIMUMEDGE CONCPEIE (In.) 3 3 1/2• ]" 3 ] 1/2' 3 OIsTANTF(E.D.I COIYY3TE gDOL Qn) 3 ] 1/2- 3 1/2' 1 3 1/2 3 1/2' d ACfIIAL EDGE DISTANCE (E.D.) FACTOR — 2 t/2' -- 0.50 _- 3 _- 3 1/2' --- — 1.OD I.M -- - - 1.05 1.00 • SPACINGS ONLY VALID WHEN SPACER Q IS USED. SEE TABLE #7 FOR MAX. A.S.D. • DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ® IS USED. No. 44101 1. TABLE All A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-B" > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ 0 SPACER AT 12 1/2" O.C. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone c2017 mrern. InE. 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN BY: IL E C O GLOBAL PROTECTION PRODUCTS, LLC. INC. SBDO S.W. 51 SPIECT VANE, FL 33.f14 PHONE: (954)559-7545. FAX: (954)689-8797 pA,E: STING R ENGINEERING COMPANT A. A1. A•. ]bb, >•A4s Cn. R 5]IbA 4os)°11-1s]v ., Fa•: `]Ds) bTI-ts]1 17-142 PES-000671•?� m ORAHIII° No: HALTER &TILL1i I,. P.E. MPoOA Uc. 4a1ti7 . SKCCi 9 OF le .Jwr. rRGA.7VRC RHI TVb .S.T. ANU cuKKtsf'oNUI G U NCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE -& CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL 01 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. A.S.D. DESIGN PRESSURE RATING (P.9.L) >+6T -65 TO +75, -75 MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW * APPLICABLE TO SECTIONS ANY COMBINATON OF THEM 1 (TOP) MAXIM CAMEL LENGTH 'L' ( fl) 5 R OR LESS MAX. A.S.D. DESIGN PRESSURE RATING (P.s.l) >+76, -75 TO +119; 119.fi MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW * APPLICABLE TO SECABLE k k ANY COMBINATION OF THEM 1 (TOP) MAXIUUTA PAIEL LEND L. IL ( ) 5 �• OR LESS TAPCON SODD-SET PANELMATE FEMALE ID PANELMATE PLUS 2A1AAC-NAILIN CALK -IN TAPCON SOLID -SET PANELMATE FEMALE ID PANELMATE PLUS ZAMAC-NAILIN CALK -IN TO CONCRETE 13" 13' CO.To IOCK 11" TO CONCRETE 13" CONCRETE BIOCN 13" TD CONCflEIE 13" CONCRETE DC.K 13" CONCRETE 13` CONCRETE BLDCN 13' CONCRETE 13' TO CONCRETE RI OCK 72" TO CONCRETE 13' CONCRETE LOCK 10" 70 CONCRETE 13 CONCRETE RLOP 5" TO CONCRETE 1}" COHTCRC7E NLOCK 10 1/2" 1V LONCRlTE 13" CONCRETE BLPCK TO CONCR, CONCRETE aLacK TO CONCRETE 1/2` TO CONCRETE DLM 5 1/2' TO CONCRETE 13' 10 CONCRETE eLocK 4 1/2' 1I` ll' 1J° 13" 13" 13` I}` IJ' 12" 13' 10" t (BOTTOM 13" 11" 13" 13" t3' 13" 13" 13" 13" 12" 1J' 10- 2 (TOP) 1J" 6 1/Z' 13" IJ" 13" 9" iT 9" To- 7 1/2" 13" 6" 1 (BOTTOIA) 13" 11" 13" 1J' t3' 13" 13' t3' 7}^ _ 12" 13' 10' 2 (BOTTOM) 13"' S` 13' 10 1/2' iJ" 8 I/2" 13" fi 1/2" 7 1/2` 5 1/2" 13• 4 1/2" 2 (TOP) 13" 11` i1 1J" 13` 13" 13' 13" 13" 12" i3" I0" 3 (TOP) 1J" 7' IJ" 1}" 17 9 1/2` 13 9 1/2" 10 1/2" 7 1/2" 13' 6 1/2" 2 (BOTTOM.) - - I1 1/7°17 1/2' 6 1/4` 6 1/4' 12 1/2"12 1/2" - - 6 t <' / 6 1 4- / 3 BOTTOM (BOTTOM) 13" 7" 13" IJ" 13' 9 1/2"10 7/2" 7 1/2" 13° 6" 3 (TOP) 1/2' 7' S" B° 4 1/2' 4 (TOP) _S" - - 6 1/4' 6 t/a' 3 (BOTTOM) - 4 (BOTTOM) 7• 3` 6 1/2- 2 1/2° 4 (TOP) 13" 3 11" 13' 13" 13' 13" 1}` 13` 13' 12" 13` 10` 5 (TOP) 8" - 6 1/2" - B' - B' - 5 7/2" - 7' - 4 (BOTTOM) 13 11 13' 13" 1J" 13" 13" 13" I3" 12" 13" TO" 5 (BOTTOM) 1/2" 13" V 5 (TOP) I3" 11' 13' IJ` 13` 13' 13" 13' 13` 12" 13" To' 8 (TOP) 13" 7" 13" 13" 13" 9 1/2" 13' 19 1/2' 10 1/2" 7 1/2" 13' 6" 5 (BOTTOM) - 6 1/4' 6 1/J" 6 1/4' 6 1/4' - - - -- 6 1 4 / B 1 4 / 6 BOTT.•• ( ) 13" 5" 1J" 10 1/2- 13` 5 1/2` 13" B 1/2` 7 1/2" 5 1/2- 13' 4 1/2` 5 (TOP) 73" 7 1/2" 13' IJ" 13' 11 13" f0' 11' B" 13' - 6 1/2' 1 (TOP) >5-S' TO B '0* - - 6 I/4` 6 1/4' 6 1/4" 6 1/4' 6 1/4" 6 I/4" - - 6 1/4` 6 I/4` 6 (BOTT.••) 13" 7 1/2" 13' 13" 13` 10 1/2' 13" 10 1/2'11 1/2` B` 13' 7' 1 (BOTTOM) 13" 5' 1J" 10 1/2' 13" 6 1/2" 13" B 1/2' 7 1/2" 5 1/2- 13' 4 1/2` 1 (TOP) >5'-6' 13" 7 1/2" 1J" 13" 13` 10" 13" 10` 11" B" 13` 6 1/2' 2 (TOP) 73"13" 9` I7" 9" 10` 7 1/2" 13' 6" 1 (BOTTOM) 13' 7 1/2" 13" 13" 13' 10 1/7" 13' 10 1/2'11 1/2' 8' 13° 7" 2 (BOTTOM) 13" 5` 13" 10 1/2" 13' 6 1/2` 1J" a I/2" 7 1/2" 5 1/2" 13' 4 1/2` 2 (TOP) 13" 7 1/7," IJ` 17" 13" 10 1/2° 1- 10 1/2"11 1/2" e" 13" 7' 3 (TOP) 13' 7' 13° 1J" 13' 9 1/2' 13" 9 1/2" 10 1/2" 7 t/2" 13' fi 1/2° 2 (BOTTOM) - - 6 1/4" 6 1/4` 12 1/V 6 t/<" - - 6-I 4" / 6 1 a' / 3 BOTTOIA ( ) 13' 7" 13' 13' 1.5 9 I/2` 13' 9 1/2' 10 1/2' 7 1/2 1J" 6/ } (TOP) 7 1/2' 3 1/2`7 1/2" 4" B" 4 1/2" 5" 3 1/2' 7" J" 4 (TOP) - - 12 1/2`12 1/2` 6 t/4" 6 1/4" 72 1/2' 6 14' "'TO B" -B'- e" -'- 4 (BOTTOM) 7' 3" 8' S 1/2" 7" } 7/2" B" " 4 `""'7'-5` 1J" 7 1/2"13" &1/2*121/2-2` 10 1/2" 13" 10 1/2"11 1/2" e" 13` 7` 5 (TOP) B' - 6 1/2- - "- B' - 5 I/2' - 7" - 4 (BOTTOM) i3" 7 t/2"13' 10 I/2" 13" 10 1/2°11 1/2° e' 13" Y 5 (BOTTOIA) 13' 6 1/2' 13" 13" 13- 9" 13" 9" 70" 7 1/2" 13" 6" 5 (iDP) I3" 7 1/2"13" 10 1/Y 1J' 10 //2'll 1/2' B' 13' 7' 6 (TOP) 13' 7" 13" 1}" 13' 9 1/2" 13" 9 1/210 1/2" 7 1/2' 13' fi` 5 (BOTTOlA) - - " 6 1/4` fi 1/4° - - - - 6 1/4` 6 1/4' 6 (BOTT.•') 13° 5" 13" 13" 6 1/2' 13' 8 1/2' 7 1/2" 5 1/2' 1}' 4 1/2" 6 (TOP) -I - 16 1/4" 6 1/4' 6 1/9' 6 I/4" - 1 16 I/9' 6 1/4" 6 (801T.•') SEE SHEET 11 FOR ANCHORS TYPE k SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. - AINU LIM ANCHOR SPACWCS Me MINIMUM EDGE DISTANCE-AFE INDICATED ON THIS SCHEDULE. r0R E.D. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLONING FACTORS. FOR THIS OPERATION TO BE POSSIBLE. REDUCED SPACING OBTAINED USING rACTOR SHALL NOT BE LFSS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE. ANCHOR TYPEI/a•P 1/J'm 1p•m 1/4°m TAPCDN SO. -SET P,INEWATE IT= ID _ PANFLLATE PLUS u -NNnN ClX-lu ._ MINIMUM ANCHOR SPACING (iP.) ] 1 3 y 2 1/,- 2 1/2 MINIMUM EDGE CONCRETE (in3 ] .] 1/2' 3' ] 3 1/2' 1 DISTANCE IED.) OCICET: MOCK (N 3 3 1/2' 1 3 1/2• 3 1/2 3 I/2' 4 ACTUAL EDGE DISFANCE (E.D.) FACTOR 0.35- 3'0.6] -- 3 1/2- - I.OD _. ..1.00 - 1.00 ._ _-I.00 _•. • JYAE;INL-0 ONLY VALID WHEN SPACER (0 IS USED. SEE TABLE #1 FOR MAX. AS.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ® IS USED. TABLE 8T a A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF 5'-101' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ 9 SPACER AT 12 1/2" O.C. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon6 G7917 TaTEco, 9+a 24 GAGE GALVANIZED STEEL STORM PANEL N'L DRArm ITr: 1 L E C O I,va. GLOBAL PROTECTION PRODUCTS, LLC, 17 °tloRz. IIWI TESTING E: E "`EJLEEeING NYANT ww nJT. MN, S- Sta ]w GA^57ltT. R J5:56 4900 9.1Y. 31 STREET DAME, FL 33314 vnm. i ow mn-Ivo , ru : (s:s7 n1-IUI 'EB-OW6719n" PHONE: (954)699-7545, FM: (954)6E9-e787 1 7-142 II ORAn1NG Lim: WAITER A HEIR Jr., P.E. ¢P Isw75 mHVU FLORIDA Tic. 44167 . SNER 10 Dr 16 (VALID ONLY FOR PANEL 10 INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) cc ino- Ri rUH MAX. A.S•D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ® IS USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 5 TABLE (i1 e A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'_e > 40 PSF TO 50 PSF > 50 PSF TO 60 PSF 5•-101• A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FEMALE ID OR PANEL MATE PLUS ANCHORS & W/ B SPACER AT 12 1/2" O.C. 4111',I�y� p,�Tl,����'✓ :_ aQ• :: �GENSe'••..'P No. 44167 ' r LUMIUA Sa9,/ m crn, N c. BUILDING CODE (Non High Veloclly Hurricone 24 GAGE GALVANIZED STEEL STORM PANEL Zone) GLOBAL PROTECTION PRODUCTS, LLC. ODD S, F1']J] �� PHnNE: (954) 589-]545. FR ' (954)689-819] °BOAS'/," - _r Q• v \�` 6 1 L E C O I N c. 61,�j nn.i6 vF�5LG 5:� 4p;0.�5gNc,MRIH SO' A" 9 1 R -, ,. W-O906)19 V/FR\!t /• TILII, Jr., P.E. FLOMA Uc. 4q I6] 17-142 OnAMVF Nv: ��. �1. 9 4,/ .. [asmrv, as a 8N[R 1f OF 18 II� i I ' LE PANELL LEIJGTH REGULAR STORM PANEL I 6'-8" 0 +40.0. -40.0 _ , _ _ _ _ _ _ _ _ . _ - _ _ , i, ; - - . ; f (W/ OVERLAP MID PANEL LENGTH BOLT) .. _ .. _. _ 7'-6' 0 +50.0, -54.0 p.s.f. J ( / OVERLAP MID PANEL LENGTH BOLT) USE II 1 I ( I S.S. 13 LTS Is T-e" MIN, PANEL LENGTH , i W U I , I� S.S. ROLTS Y7� i '•.,��-----'- �� -- -�'� — -- AT ALL MINGS AT EA. OVERLAP MIOU .. _._______-- -_. - .11 ---- NOTCHES.. ._�____.�.. .._ _ ___ T__ _ _-__ _ L 1 ' • LOCATION 0 LIFE SAFEI�i-jig D. M., ' I , PANEL BOTTW.11 CORNERS 4 -OVERIArP- L.pyERLAP-I 1f� 1 1 —�__ i WING NUT AT , EXTERIOR WING NUT AT F3 MAX. LEFT PANEL RIGHT PANEL 3" r INSTALLATIONS UNLT VALID fUR WIND R-fA/13, R-2A/13, R-3A/14, R-18/13, R-2B/13, R-3B/14, 1" MINI SPEED UP TO 170 m.p.h. R-1AW/15, R-2AW/15, R-3AW/16. �R-IBW/15, R-211W/15, R-38W/16. --- ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14. 15 &16) _ 1/4' VAX. GAP LIFE SAFETY STORM PANEL n ELEVATION - - - - - - j-O REGULAR 2.687" SCALE 1/4"=1" - -- - - - - - - - - - - - - -- - / STORM PANEL (MIN. OVERLAP -1 WHOLE VA M)REGULAR ---'O STORM PANEL _ ____________. __-_______ _ MAX. CAP IT __ _ __ 7 i ` 1-OVER LAP ____... -..___ .__ -. _c_______-•:___ _ rc_ c __ __ ___ j11 _ ��� LIFE SAFETY PANEL Ass, �P: • \�CENSF'••;� - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) EXTERIOR i No. 44167 U2017 ULTECO, 111C. 24 GAGE GALVANIZED STEEL STORM PANEL �y 'O `• 'L ; IL E C O LNc. GLOBAL PROTECTION PRODUCTS, LLC. °6/°8A117 SECTION A -A �'�O '. v pTLIL rvMiiu�lryG h ENGYANgRING CGMPANT .000-1. 51 STREET SCALE 1/4"-1 "e:\� 11 pna" s4 su..ns, ev�oe s, rts,toa OAAE. FL 33M4 t s \p ,1 No3! aT1-16w . Ic, i (Na) n1-1e�, PNGNE: (934)699-7545, FM; (954)689-8797 1 %-I42 y--+_� >L ytttaOaN ( P.ErS �pqT� E9-0006719 maPmia ,urz pRA1)lej No: 'ALTER A TILLB Jr., P,E. FLORIDA Lic. 44167 mry rz SHEET 12 or I6 a ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14, 15 R-1A/13, R-2A/13, R-3A/14, R-18/13, R-28/13, R-3B/14, 3" MAX R-1AW/15, R-2AW/15, R-3AW/16. R-18W/15, R-29W/15, R-3BW/16. 1' MIN' ------------- it ' O �REGULAR STORM PANEL I 1/4"0-20X1" S.S. 6OLT5 WI (USE FOR PANEL LENGT�H I OVER 7'-6") I i v LIFE SAFtn STORM PANEL AI 1 I INSTALLATION DETAILS FOR LIFE SAFETY PANEL 0 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4"0 TAPCON EXISTING POURED 1/4"O TAPLON ANCHOR ® 9. O.C. CONCRETE OR EX STING POURED 1/4"0 7APCON E%ISTINO POURED I/5"o IAPCON CONCRETE BLOCK ANCHOR ®9" O.C. I r CONCRETE OR ANCHOR ® 9" O.C. I CONCRETE OR EXISTING POURED I REQUIRED I CONCRETE BLOCK ANCHOR fD 9" O.C. C NCRETE OR REOUIREO. - CONCRETE BLOCK I•I I 2 I I REQUIRED.^ CONCRE REQUIRED. BLOCK O `/ J 1/4.. 1/2" 1/4" I V 2 MAX �---• MAX 1/2•' I1/4" I I I/4' E.D.• I I S E.D! I I i�—� Imo___ --I I E.D.• i I E.U.♦ i 1 I I I I I I I If I" Min. t 11 11 JI I I I I I/a•m-]0.1' EXISTING 11 TOP GLASS. I usu La� CLASS I / IF---�J 1 +/a•o-zo.l• s. ROLis w If EXISTING II I I I I/5 •o-zoai' I EXISIIN•5,�11~TOP GLASSNI/aro-xo.l- II I uN om r II I AT D, WER _III CUSS �'T'� bblrs w� `I � GLAI _ LL II`--1 SODS w' II I I I II / I II (usE 7P.I PAra - RU "L• Max LEIJGTH IAA% PANEL LENGTH(SEE "L" E1AX.ANEL 'L" I ELEVATION 12) II ELEVATION LENGTH (SEE ELEVATION7ATION KIi IAX.(SEE lfC' PANEL LENGT HET TO C1A55. 1 IONS O ON SHEET 12) I ON SHEET 12) II (SEE ELEVATIONII'-SEPAMin ION II I I n I If"5 I TO GLASS. I I I II SHEET iZ ) I I 1 I If I I I U- / I I L/2 I L/Z I I E.D.• 1 ' fi• � I 3 I. I I 6" I i I E.D I I i E.D.• I I I E. • I I I I I � I to 1 I lz f/A' Gc 1 ' I I I _ 1 f II ED r � EO I I ---I---_—� EO •Ho°'I�nL/Ma Ps. EU •'i-Nzo.]H- - I . ANCH TAPCON I. L/4"m UIj. TAPCON f 12 1/2 eaLT9Ex yTM N.s. G 12 I/4 O.C. ANCHOR ® 9" D.C. E%ISTING I ANCHOR 0 9• D.C. L1/4"0 I IAPCON �/4"0 ANCHOR TAPCUN CONCRETE POURED CONCRETE OR BLOCK REQUIRED. I EXISTING POURED CONCRETE OR --EONCRETE ® 9" O.C. ANCHOR ® 9" O.C. BLOCK REQUIRED. EXISTING POURED CONCRETE OR ZONCRETE BLOCK REQUIRED. EXISTING POURED CONCRETE OR SECTION R-1A SECTION R-1B CONCRETE BLOCK REQUIRED. ® REGULAR PANES ® LIFE SAFETY aeucl _ SECTION R-2B ® REGULAR PANELG ® LIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/e=, WALL MOUNTINGS SCALE 3/8=1" SEE SHEETS 15 d: 16 FOR ANCHORS TYPE k SPACING FOR INSTALLATIONS IIJTO WOOD FPAME BUILDINGS. ANCHOR TYPE 1/4•P TAPLON MIfm1IUM. ANCHOR SPACING MINIUIJU ANCHOR SPACINGS Ma MIIJIMU. EDGE DISTANCE ARE I1401CATM ON THIS SCHEDULE FOR E.D. LESS THAN INOICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MULRPLYNG SPACING SHOW of, SCHEDULE By THE FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN IAINIMUfl SPACING INOICATED'FOR EACH ANCHOR TYPE ON THIS SCHEDULE. MWAMIM [DGI 01sTANt[ILo.I cmnerte W C.— BlCrll Oti) 3 A ACIIIIL EOX D6Tk[F (M) FACTOR __ 1 1/9• 0.]5 _ 7 I/2. "'"-- _a• —_ OA - _, 0.9G FLORIDA BUILDING CODE (Non High Velocity Hu !cane Zone) I No. 44167 L C2017 OLTECO, CJC 24 GAGE GALVANIZED STEEL STORM PANEL •�. L E C O GRAIYN 6T; GLOBAL PROTECTION PRODUCTS,DAM "O i•� � 9 IN1:. TILLIT TESTING , I.I.C. oar: p� ia� 0 •••�• 6R � 11 & ENGINEERING GONPANT Cib� W. ]]N. SL +•a ]Oi YAGRR GVi9].K, R ]]+<E �800 .w, 51 5 GAAE, 71 JJ]1414 �_� . a+ e,+ Iha).-m1 InRcecoci I]c]t fll-1]al WALTER A. TGILUT IJ,.` P.E. FLORIGA Mc, 4i167 PHONE (954)689-7545, IF-(954)EB9-8797 1 %-142 OPAwiM: No; ,(•+jE�q��((9p 66"•' A -V•V(IJ /A L` oA m/N/N a+aWm. c.rt SM[ET II OF le INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4"0 TAPCON EXISTING POURED ANCHOR ®9' O.C. I CONCRETE OR I/4"P TAPCON EXISTING POURED CONCRETE BLOCK ANCHOR ® 9" O.C. CONCRETE OR ' REQUIRED. II CONCRETE BLOCK ' REQUIRED. 1 ! 1/2" 1/4- MAX. E.D.• I ) 1 I I I I � X II I I GLASS II II I LOJOM am 7; � I 1 11 r R ___I )� "L' Moe. R '/ �� 'PANEL LENGTH I(SEE ELEVATION Illr m II —SEPARATION 1 I I ON SHEET 12) II TO CLASS. II I I I I I i I I I EXISTUJG POUR 1 I I CR CONETE OR CONCRETE BLOCK I ' . -II- I S REQUIRED. I G 12 I/! oO 1/d"0 PANELMATF. PLUS SECTION R-3A ANCHOR 0 12 1/2° D.C. ®REGULAR PAN I S ETS 15 k 16 FOR ANCHORS TYPE k SPACING FOR TIONS INTO W000 FRAME BUILDINGS. ANCHORSPACMGS ANOEDGE DISTANCE ICATEOONDID SCHEDULE. FOR ED. LESS THAN 0 ON SCKFOU[f' REDUCE.ANCHORSPACIIICBYl' F SPACRIG SHOYM OH SCHEDULEBY THE ED FACTORSFOR THIS OPERATON TO BE POSSIBLE SPACING OBTAINED USING FACTOR SHALL NOT BE AN AIINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE. ANCHOR TYPE _ 1/4^o 1/4'n TAPDON PANELMATE " PLUS MINIMUM. ANCHOR SPACING (InJ J ] 'uUAMuII IOGT CAA— (1A.) ] ] 0111ANCT1L9.) C—. a J J 1/2 A011T9. MGIE DSDIN E (ED,) FACTOR 1 1/�• o.ss _ Z 1/1' _ 0.90 1.OJ - I I I i II 7" Min. I i I I I II— SEPARATION I I 11 TO GLASS. 1 1 1/4•1-2P+1• EXISTING I GLASS g II �j 1 6" PANEL LENGTH If 'I I I (SEE ELEVATION II I II 1 I I I UN SHEET 12) , I 1 I I i 1 I- EXISTING POURED E'LL� I t CONCRETE OR - I CONCRETE BLOCK I REQUIRED. F i l (eEroND) I 1/4'0 PANELMATE PLU5 SECTION R-3B ' ANCHOR (BEYOND) ® LIFE .SAFETY PANEL WALL MOUNTINGS SCALE 3/8=i' EEAAAAA/Ia/��a..i FLORIDA BUILDING CODE (Non High Velocity No. 44167 Hurricane Zom c2u17 HLECO, Inc. 24 GAGE GALVANIZED STEEL STORM PANEL 4.L o , IL EC0,Ne. GLOBAL PROTECTION PRODUCTS, LLC. OBoar11 ��O •'., •[. �, _ 7'�� :1eN. -A. • ql� • N! 1,M 1 ILL1: TE6TINV # ENGINYA` aERIHO GOMPANT 4900 5.W. 51 STREET i1. w. .w; C+VWtAi. r1 0A1A4 VANE, FL JJJI L.WSI mr-law, r.ivs) clr-w. PP.ONE: (954)669-79{5, rFtt: (954)5H9-979I 17-141 ES-VD06719 m DMW11L elo: WAL. " TILLI7 Jr., P.E. FLORIDA Llc. 411fi7 SXCET 40r is • uu HE REQUIRED TAPCON I' Ilj l ANCHOR a 9" D.C. I 1 1/2" 1/4` MAX. Nln. AI' I I _ I I I I II 1 O I EXISTING I I GLASS--11 �_ I/4•e_zD.1• I AT E4 If _ D•4JLM E; I ;I LcJICM DAi T..S•) t 1 `L" M06. PANEL LE140TH II +(SEE ELEVATION II II 1" lJin. I I ON SHEET 12) SEPARATION TO I ! 1 GLASS. 0 �. L/2 1 1 I, g T I i J EO., i �j i La 'I 1 4"0 TAPCON ANCHOR ® 9" O.C. STAGGERED W/ STUD !4" WOOD EMI.+ ~L' 81 JUN DETAILS FOR LIFE SAFETY PANEL 1 INTO WOOD STRUCTURES II 9100D HEADER [4"0 7APC014 NCIIOR 0 9" O.C. I rO AT E5. aDcI BpT1p I 6" PANEL LENGTH I I ; (SEE ELEVATION 1 I� ON SHEET 12) I I I O i I I I 6' I ' �•- 15 " /] i I oc21/z"I I I I I EO. —� EO- 2"x4" WOOD PLATE .L/4"0 TAPCON REQUIRED ANCHOR 0 9. O.C. STAGGERED W/ STUD 2•x4" WOOD ALTERNATIVE R 1 AW ® REr11 "_ ° PANELS AL�NATIV R 2 LIFE ^1 BW_ WALL MOUNTINrc r SCALE S— /sz FORNEW ARE ONLY VALID FOR A.S.D. DESIGN ATINGS (P,s.I) AND PANEL LENGTHS AS N ON SHEET 12. OD FRAME N: VIOOD OBE SOUTHERNNPINE No02• W/ SPECIFIC 0.55 OR EQUAL. /4-0 TAPCON NCHORa 9" O.C. I'' O 7/2` 1 II/4• I EAL„ I I' 1 I I I I I I i 1 ,� 5S U'D W� AT 0,o�TniAP T— (US[ FIN Pa.EL i I 1L]+6Tx wER Y-6"> 1 I I I PANEL LENGNI I (SEE ELEVATION I I 1 ! ON SHEET 12) I I I I I I +—i 3 I I ' I I L/2 I I i Fi0t2 n,15 o r2 L TAPCON 2,"x4" WOOD iR cD 9" O.C. PLATE - REQUIRED / ' I B.s. BOLTS R I I 1 AT EA I I —*' 5 PANEI LENGTH (SEE ELEVATION (_ ON SHEET 12) ._I I I 1 1 1 I I I I I I BOLTS W `5 0 12 I/2• D.D. 0 TAPCON IOR D 9" D.C. ALTERNATIVE R 2AW ®R GULAR PANELS• ALTERN TIVE R 2aw EP A. Tld _ !/ -LIFE SAFETY PANE WALL MOU NGS 4,1 l': 1�Q\ LT CEAI scale E j No. 44167 = j FLORIDA BUILDING CODE (Non High Velocity Hurricane =2D1] LILIEED. IIIC. Zon 24 GAGE GALVANIZED STEEL STORM PANEL M.L •'•, IL ECOinc. GLOBAL PROTECTION PRODUCTS, LLC, pRAWNET. 08/e3/17 6TvI�TLSTIryG k ENGIN[ERiNG COMPANT SBpp B,YI. 51 )•vn. at. Na ee9. WDB.f. OA1E: ...... •l e" R JJ.6E STBEEI ... (a:S1�Ti-I6f4� � f�W en-1m, pnwE, R. 35514 W-ODOB7IB PHONE: (954)689-)545, FAx; (954)669-8]9] 1 ]-142 WALTBR A TILUT Jf.. P,E. wrt Ir�.m.. RDRIa4 Dc. 4418) 6-vi )n � plL,vnBp IIo: SHEET 15 OT 1B INSTALLATION DETAILS FOR LIFE SAFETY PANEL C1� INTO WOOD STRUCTURES 'I WOOD HEADER REQUIRED 1/4"e TAPCON ANCHOR @ 9" O.C. Imo^ 1/2 MAX 2" I I I I II IJI I S.S.8 G.r II ts�ealtrio I" (Vw s>N vela. II I II I i PANEL LENGTH II (SEE ELEVATION III•/ _- ON SHEET 12) II I " l;- SEPA1RATION II TO GLASS. I II I 1 I L/2 I 5 ' I G1B,n0� 2"Y4" W00D PLATE REQUIRED 1/4'¢ PANF.LMATE PLUS ANCHOR 0 12 1/2' O.C. ALTERNATIVE a -yew @_REGULAR PANELS WALL MOUNTINGS SCALE 3/8=1- NOTES: 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (P.S.1) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. P�g�,A A. TiIli L� � •'�GENS,c'• ` No. 4416 *`z�i.-21-6n. 2"z4" PLATE REOUIF A%. ENGTH VATION T 12) ALTERNATIVE R-38W ®-WEE SAFETY PANEL oaI-N1 wun (rlon High Velocity Hurricane Zon czon nLTEco. INC. 24 GAGE GALVANIZED STEEL STORM PANEL' GaAwN eT: I L I E C O 1 N.. GLOBAL PROTECTION PRODUCTS, LLC. ofi/BT/+7 '[STING 6 ENGINEERING COMPANY 960B 9.rv. 91 SMEU DAa a 9a Ie6 e . 9t, 9b. .w9. 'PIN � 19Bs) nl-Isb . rt.: IJpi) nl-Ivl WVIE, FL FAIL ( PRONE: (B91)fiBB-79f9. FAX: (951)689-R]B] 17-142 Ea-"`57,9 Nmm: OR1WInG No; VIALTER A, ]ILNT Jrq 167E,FLORIDA ea —0 16 OF III #14XI' ® H OF 7�EAC EV /113, EEZ1W/18 1 J(SEE NOTE 2) ANCHORS SFCTION E71 k ALTERNATIVE EZIW ON SHEET I it l'//1D —3MOx. 1" Min.l 2) ALUMINUM ET I * LAST PANEL(D TO BE INSTALLED AT EACH OPENING SHALL ALWAYS B --! PROVIDEDnW/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED J�LI ILLL_l_._I._I I 111_I_J_I.J�JJJ_4_Lll—L_I._I.__W� PE, PER 'ANEL) (INTERIOR PANEL) (INTERIOR PANEL) •I I I I (END PANEL) MAX. ' SEE NOTES 2, 3, 4 * L Li * PANEL LENGTH 1-7 BOLTED PANELS VI/ 1/qC-Z011' S.S. BOLTS W/(� B" EA OVERLAP (SEE SECTIONS AS APPLICABLE) ._ .J I I 50% OF "L' 1 MAX. I i I JJ L1LJ � (END PANEL) I NOTES 2, 3, 4 o J_LLJJILLJJ_LL�JJILLJI LLIJILLJJ_LLJJILIJ_I_L1JJ _! 3" 1,— i SEE NOTE 4=� 1' Min. I SEE 3" Max. L_ I NOTE 3 �W/ 00 SEE 1" 61in. _.— ANCHORS NOTE 3 (SEE SECTION EZ1 k ALTERNATIVE EZ1W ON SHEET 18) EZ1/18, EZIw/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM (f ) SCALE: 3/32'=1" 2.687"(MN. OVERLAP 1/4" Mcx. GAP =1 WHOLE VNLFY) I 1/4" MAX. GAP SECTION A-A .. . . .. NOTES : 0), OEFINRION OF SFRIES 1QQQ'- E-Z HANG STOR14 PAI4EL SYSTEIl. CONSISTING OF PANEL + Con1. TRACKS TOP k BOTTOIA. (2). END PANELS SHALL ALWPP��Y,�S BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAH (9j SHALL BE PROVIDED AT TOP OF SUCH PANELS. (3). IF E14D PANELS ARE CONNECTER TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4"0-20x3/4" M.S. W/ 7/8"0x3/32" WINC NUT OR 1/4"ex3/4" Min. THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOI CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. T l � � �✓ CALE: 3/32"=1" _ c2.1711LTEO5. INC. 44167 IL ECOIE4t5. � •• � TILUT lESTINa K ENGINCEflINa CUH 9 •• � T_.�.�i � w5a .... ,Fw.:,. 51.. � `PItA ywm, r. Ol.•"•, n ni .1' he+. � INS) 071—I . te. , 1 ,_ BUILDING CODE (Non High VelocltY Hurricane Zone 24 GAGE GALVANIZED STEEL STORM PANEL ..' o`Wn' M. .ORAL PROTECTION PRODUCTS, LLC. oB/0.ff11 4000 SM.bl SUIEE1 0A . FL. =14 PHONE: (954)e99-7545, FM: (95/)E99-e797 17-142 m mm 1>-pit _ m/m/n . SHEET 17 OF 15 EXISTING POURED CONCRETE OR CONCRETE BLOCK I REOUIREO. ANCHOR 0 12 ANCH1 -1 •'-i' '' g1ya1• HEN HEAD TEK '---SOR 12' O,L. rCREW 0 0 4" FROM / EDGE OF - r0 E.D. i" I 1-20.1' i5u eT.asAI'�11 I U 1 II 1' IUin. 1 1/2" 11-SEPARATION EXISTING II TO GLASS. CU55--II ALUMINUM POP II TO, GLASS. II 1/4"0 TAPCON _ ANCHOR 0 12. O.C. WALL MOUNTING SECTION EZ7 SCALE 3/8=1" NOTES- - 1. INSTALLATIO14 ARE ONLY VALID FOR MAX. A.S.D. OESIG14 PRESSURE �;4�� rEl�'LL RATING +/- 40.0 P.S.t, AND 6'-0•' MAX PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTIOW: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. - 6' IO• MAX. —'I PANEL LENGTH ! 507• OF L" '�'sEFt �: 7Id(/j � ; �'�C ENS,••.•' No. 44167 1/4'0 TAPCON ANCHOR 0 12' O.C. phi 114v 1" HEX HEAD TEK OF 1 i SCREW 6T 4 FROM - EDGE 1/f'C-2p[1' I 172 s.s. Eals w All (2) Pal PAm ---'•-11--- II I 1/2 1" Min. EXISTING II—SEPARAIIO I GLASS II TO GLASS. I I 1 I l II / 6.5. 60.15 110 AT Fa GAn7n II I III —f O II 1" Min. III —TO 1 I I _1/4 11 CLASS. II TO CLASS. II ) I ..I. I I THU . I"O TAPCO14 ANCHOR 12' O.C. 4' WOOD - WALL MOUNTING gLTERNATIVE Eztw SCALE 3/8=1" 6'0 MINUM POP T 6''-0" MAX. —� PANEL LENGTH 'k I y/ 50% OF 'L' rLUKIUA 02017 11LTEC0, INC. BUILDING CODE (Non High Velocity Hurricane Zonl ' 24 GAGE GALVANIZED STEEL STORM PANEL .1 IL EC O INC. GLOBAL PROTECTION PRODUCTS, 1LC. ESTIHG 4 ENGINEERING COMPANT IM1 )L, BN. )0], YA[PG �JR1NS, R l)1[a gB00 S.W. 51 STREET MME, R 33314 .7E'. .BN-la)I 7� un.[aa.4L[.m PHUNE. (954)BB9-75{5, FM: (954)189-6797 17-142 Ee-OOOB719 W7yTER A. TILL? J[., P.E. Ia-or, m+[ m e.rt DRAWc No: fLUR10A Uc. A {4107 a/fin SKEET 1B OF IB I "V FILi g NEVI CODE ST. LW co N n O 101n,A(:Z(4