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HomeMy WebLinkAboutRevision; Storm Panels ShuttersOFFICE USE ONLY: REVISION DATE FILED: REVISION FEE: LOCATION/SITE ADDRESS: -21 FILE'cop' RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE; FL 34982.5652 ��� (772)462.1553 6 Per�%tt; Y 20p0 APPLICATION FOR BUILDING PERMIT REVISIONS St cu e��o argent PROJECT INFORMATION unty DETAILED DESCRIPTION OF PROJECT . REVISIONS: kt CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: „ i j� riv► — Lug 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): SLCCC. 9123109 Revised 06130117 ' STATE: FAX: ZIP: ZIP: I1/1312019 Florida Building Code Online liT7'6a�9 G :. � t � 4/4 y�� 7• �Y YI�I �ir`J1 �} �. dsa��J 1 � s 1 ' I - a[IS Hame log In User Regktratlan Hut Tepla Submit Surcharge St-6 Facts PubOotinns Untatt tls aCIS Site MaD unim Se1r4f d„ Pro duct Approval r p USER: Dublic User r ftd v.l �SRy> VmA t A DI cation Search > Qpolloq a t> APPlirnttan Detail -Lto,�a�•cf-.GJ.-li.l'}'.;LJi FL t FLI5076-RS I 1 rt-- y�--7 - L I SV r Application Type Revisionr 1 Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email I Global Protection Products, LLC, 4800 SW Slst Street *ion Davie, FL 33314 1 (954) 689-7545 I tim.rnbinsen @g ppent. com Tim Robinson 1 tim. robinson@g ppent. cam i Tim Robinson 4800 SW Slst Street Davie, FL 33314-5537 (954) 689-7545 tim, robinson@gppent.com i Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received l Florida Engineer or Architect Name who developed the Walter A. Tillit Jr., P.E. Evaluation Report Florida License PE-44167 , Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John W. Knezevich ! PE I Validation Checklist -Hardcopy Received Certificate of Independence ELIS076 R5 COi GLOBAL PROT CTION PRODUCTS DRAW 17 143 CERTIFlCATE OF INDEP ND N PDF 1076 F R OI OBA PROT CTION PRODUCTS DRAW 17-142 CERTiFlCATfON OFIIND P ND PDF Referenced Standard and Year (of Standard) Standard year ASTM E330 j 2002 SSTD 12, 1999 TAS 201/202/203 1994 Equlvalence of Product Standards Certified By I https://floddabuilding.org/pr/pr app_dtl.espx7param=wGEVXQwiDquS73Fr2ZylPr136aMugFVFUQTBznEWUZx96SfK7Vrlvg%3d%3d 1%2 11/13/2019 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Flodda Building Code Online Method 1 Option D 08/31/2017 09/06/2017 09/11/2017 12/12/2017 PL & er or Name M�GageGHalvaoized Description 1507fi,1 20 Steel Storm Corrugated Galvanized Steel Storm Panels retained or not by Pa tracks Fo provide hurricane protection. Limits of Use Approved for use In HVHZ: Yes Installation Instructions FLIS076 R5 11 GLOBALPROTECTION PROD CT5 DRAW 17 Approved for use outside HVHZ: Yes 1. 43_ 20 GA • GA VANI D S TORM PAN .pDF VeririeA By: Walter A. Tillit)r., 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" far+ or-43.8 p.S.f. ASD Design load for regular panels (see sheet 8 & 10). Maximum span is 8'-8" for life safety FL15076 RSA cl ngAL PROTECTION PRnnllrT RnVll 17 143 PRDDI I<T nrnt UATION R DORT POF Created by Independent Third Party: Yes panel and 5'-10' for E-Z hung panels. 15076.2 24 Gage Galvanized Steel Storm Corrugated Galvanized Steel Storm Panels retained or not by Panels/NHVHZ tracks to provide hurricane protection. Limits of Use installation Instruetlans Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FLI5076 RS It GLOBA DROTFCTION PRODUCTS DRAW 17 )4b 24 •A .A rr I crnRm panel o_ VANI2ED Impact Resistant: Yes Verified By: Walter A. Tilllt I,, P.E. PE-44167 Created by Independent Third Party: Ves 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 psf R.I5076 RS AE OBA PROTECTION PROD LT DRAW 17 ASD Design load for regular panels mounted without'h" header 142. P0.0DIICT OF EVA ATION R PORT POF Created by Independent Third Party: Yes respectively, See sheets 3,5,9,10,11,12 & 17 of Installation drawings for other spans and pressures based on mounting I conditions. 1 0 0 ntaR = ;; 2601 Al I St R d T II h 131 phIne, e5n-4R7-1624 The State of Rodtla tz an WEED empinyar. �pn y� h! 200]-2A 19t t f R AA ;; plrnrary :; prr•cciM1iliry ctatamant :: R•lund 5ta[pmen! Under Florida law, email addresses are pubrie records. If you da not want your e-mail address i¢leas¢d In response to a public-mrarde inquest, do not s¢nd electronic mall to this ¢miry. Inztead, contact the omce by phone or by tmdlNonal mail. 1/you have any questions, Dlease caritas! RSp.4P]_1395. •pnrsunnt [o Section_d55.2]5(1), _ - - -- Rndda Statutes, elfective Octaher 172012,-tirensees licensed under Chap-455,-F.s.'mun DrdNtle toe Department withdn email add— if they have one. The emnil,p rovided may he used For onldal communication with the IhIgee. However email eddrcsses are public record. I(yau do not wlxh tesupply a pe—nal etldrcss, please provide the Department wIN an email address whkh can be made available to the publk. Ta dekrmine if ymr ere a Ilnnsee ,lnd¢r GaDler455, F,S., please c0c4 berg. Pmduct Approval Ads pt9: Credit Card Safe I I ' I i r i ht[ps://6oddabuilding.org/pr/pr_app_dtl.aspx7param-xGEIAQwtDgUS73Fr2ZyiPr]36aMu9FVFUQTBznEWUZxg6Sf<7VHvg%3d%3d 2/2 I i PRODUCT EVALUATION 11r.11011T NO. 17-(1308.07 I � 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, da ted ated March 13, 2009, signed and sealed by Frank Grate, P.E, as per AS7M 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, j 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.ED.), 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,413,6,q,� drawing No. 17-142. 24 Gage Galvanized Steel Storm Panel hal1H��Gtaliifi$/jf6scode compliance to work as anon -porous storm shutter assem p.p r 'S. V1'A99 Standard. No. 441'� i PRODUCT EVALUATION REPORT NO I7 030A 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- i 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: - j 7.1. Shall be strictly in compliance with General Notes iNo. 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. j 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 I wood frame structures. I Product Evaluation Report prepared by Walter A. Tillitj Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). i N0.441 i37�;e 1 TL :C0INC. TILLIT. TESTING & ItNGINEERING OMPANY WALTER A. TILLIT, JR.; P.E. September 18, 2019 x � ry 1t�IS :l 4'i4 � �•,1 � t \ y S RLo- 0�sq tilteco(trJ,aol.com FL P.E. license No.44167 FL C-A. Liccnsc. No. DOW19 19-070 Mr. Tim Robinson Managing Partner. Global Protection Products, ��� �� RECEIVED 4800 SW 51 Street Davie, Florida 33314 CODE COMPLIANCE JUN , 6 2020 ST. LUC IE COUN fi 1permitting Department BOCC St. Lucie Count - Re.: State of Florida Approval Drawing #17-142. Additional limitations for use of Component "9A" (sleeve=spacer) for 24 gage Galvanized Steel Storm panel installation into 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 %- 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 heig #1-7=142)----ht currently_indicated_onsheet 11 of approved -Drawing - - ---- - — — - - --- - - - (2) Anchors going thru component "9A" (panel mate female ID or panel mate plus) shall be spaced maximum at 6 X" O.G. (this is a restriction from 12'/z" O.G. Spacing allowed on sheet 6 of approved Drawing # 17-142) (3) Max 24 gage panel length is limited to 66" at any opening (this js a restriction from larger panel lengths allowed on schedule, sheet 11 of approved Drawing # 17-W). (a) 1 '/" Long Spacer component # "9A" shall be as indicated on sheet 2 of approvers Drawing #17-142. Installation of 1 Y long spacer"W shall be similar to detail 2W', sheet 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fax: (305) 871-1531 6 of approved Drawing #17-142, and its valid only to wind zones 1, 2 and 3 as deferred by ASTM E-1996 standard and the 2017 (6'Edition) of the Florida Building Code. Sincerely, (GENERAL NOTES (VAN ID FOR REGULeo IFP�iCiN ;A P 7 ueA STORM P I e1; 1. STORtd PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (Gth EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-OADE / 13ROWARD 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 7HRU 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 PRFSSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE IV/ 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 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 WIT14 N.D.S. 2015. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AIAERICA14 TEST LAB OF SOUTH FLORIDA REPORTS f0S14,01-131 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 PFR 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 3105-1-114 ALLOY. 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL, ASTIR A-653 GRADE 80 MINIMUM, G-60 GALVANIZED STEEL DESIGNATION W/FY- 92.2 ksi (AFTER ROLLED). S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI 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. S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR ANSI 304 SERIES STAINLESS STEEL, WITH 36 ksT MINIMUM YIELD STRENGTH. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) T I NG P R CON 0 PCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC, (Min. f'c-3192 p.s.l.) 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. V-3000 P.s.i.) - f14-10 PANELMATE FEMALE 10 & 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 7/9" INTO THE POURED CONCRETE. NO EMBEDMENT II4TO STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWSUSED-SHALLBE 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 AA) AND IN A.2). (8) TO EXISTING CONCRETE ROCK WALL ASTM 0n; - 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 P0114T SCREW. BOLT & SPECIALTY CO. f14-10 PANELMATF 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 U141T SHALL BE 1 1/4". 8.2) CALK -IN & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8" INTO THE C014CRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, A140 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.3) 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 13.1) AND IN 8.2). (C) 70 EXISTING WOOD (MIN SPECIFIC GRAVITY G I- 0 55 PAIN..). - 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY LT.W: BUILDEX, INC. f14-10 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 x 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" AND 2" FOR ELCO PA14ELMATE 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 CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8". 1/4" 0-20 SCREIVS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND 014 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) & CA) (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL IOF THE 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 HCADERSQ &(D SHALL NOT BE USED. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO EE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. j 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 114STRUCTING OWNER OR TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT I 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 WRIT SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 15 APPLIED TO. 13. (D) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED BY THIS ENGINEER IS GF34ERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DLVLATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES 140T DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. -(d) SITE SPECIFIC PROJECTS SHALL BE. PREPARED! BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE. ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT 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. I (e) THIS P.E.O. 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 VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE. i AXjlll� No.441.67 1 t I ex4n Rnw, I L I E C O LF4G. 24 GAGE GALVANIZED STEEL STORM PANEL ` IRA" 9r: .ORAL PROTECTION PRODUCTS, LLC. 'DT DATE. ATE. 4870 S.W. 51 rREEIII. 17-142 DRAWING No: PHONE: (954)699-754D, FM: (95/)689-9]9] m n oIa Irma mry A. SRER I DF 18 -- _ 4.1_yu1_F•AR ur c JAf c I I « G-L I'1AIVl (SCALE 1/2-1") I" ISA75- (TOTAL WIDTH) _--I --12.500' (EFFECTIVE WIDTH) I I C--- -6 1/4- (TYP.) r1.3150"� I I 1.500" I CL ( -1' HEDGEEMMD 0.024' MIN. THICK J J] GALVANIZED STEELASTMI • 653 GRADE 80 AMINIMUM TMP• �2 Z.000` 25 0 HEMMED„) �---DETAIL A G-60 GALV. 4B' EDGE - L-I 350"-1 1Q STORM PANEL f L I - - 1 3S0"- - - ' - - - - - - •--� PANELS SHALL DE INSTALLED aVlAY9 DETAIL A FROM LEFT To MGM W/ 1/2• LEG AT ENO AT LEFT SIDE OF PANEL f I 3.7I50' jj:'L=.=072' i i� 1.250' 1.250", L-193' 2.548' O7 �V. "H" HEADER HEADER PANEL'S END LIP ) L - IV HEMMED EDGE. D.250^ \ ✓ HEMMED ISOMETRIC VIEW DETAIL -A ROUNDED CORNER L5 ENDS OF PANEL'S END LIP W/ HEMMED EDGE. i .091' 067" (TYP.) 2 124' .091' - .750" L- 37s" U9 SLEEVE 2 1 /8" MAX. LENGTH --z.DOD'- ® "U" HEADER O 1m.118' 1.0 0"0 I 9� SLEEVE 1 " MAX. LENGTH ., JJ' 0.270" 20a 1.4I 7" 0.625" 1 200' L =Min .063' SO KEY HOLE W8SHE7T 3105-H154 ALUM. ALLOY 2.00D t- 125' (nP.) TO 5' MCA.-- .374"-3.000 .384� 6051-76 ALLOY r 200• .311" .65fi" 50" .470 - .275' .082' 1 MIN. i 1.671" 2,11 1 OBR` i 11.000 `, .123' ate,' ?�,• �+M1IIIJ. m 5A LAIN. 0 ®250" (TVP.) L Q L-2.000•--1 "b"• L--_ SEE SECTIONS •DSO"L .250" .2 MIN. .204" 13 BUILD -OUT "F" 14 BUILD -OUT 'IF" TRACK 15 & 5® WASHERED WINGNUT TRACK ANGLE (ZAMAC'3 ALLOY) 10 ANGLE A. TILE jj�=_ ;,ENSF'•• � 44167 1/4'0-2013/4' --1 .750• S.S. STUD RIVETED 574" .125" TO -VOLE o 5 I/4' "lL(MAY 1/2. O.C. .310" EVERSED) r 40500"1.075' I I1YP.) 1.50p--iT�) : "F" TRACK ® ANGLE WITH STUD 0.024' (Mi..) GALVAMZED STEEL k 15 OR I� �2L DETAb 1 © KEY HOLE AT PANEL 7sD .013• I (TYP.) 2.000" a, 0.oer- � 3.7SD" _ I I 1.750" 250" (T1P.) --2.ODD"-�- 11 "J" TRACK 12 PANEL HANGER � �1 1/4" WIDEN ! (USE ONLY FOR E-Z HANG STORM PANEL SYSTEM) 6063-T6 ALUM. ALLOY FLORIDA BUILDING CODE (Non High Velocity F' c2017 nirEco, INC. 24'GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRODUCTS, LL 4E00 S.W. 51 STREET OANL, FL 33314 IL E,C O INc. 71LL1T TESTING A ENGINEERING COMPANT eJiE ^1.R. ]EN. 64, T14. 705. KHGMA GWJU9, n 11199 0 vnv : (NO) e11.1 Wlh. i WOf) erl-Iml PHONE: (e54)609-7545, FM: (954)609-e797 R.L DRAWN ar: 06/09/17 oATE: 17-142 0RAV40O No: SHEET 2 OF 18 MAXIMUM SINGLE PANEL n LENGTH "L" SCHEDULE ONLY FOR REGULAR STORM PANELS INSTALLATION ATION INTO POUREDCONCRETE. CONCRETE BLOCK & WOOD (t) SINGLE PANELS() UNRESTRAINED SINGLE PANELS Cl) RESTRAINED AT EAC14 Al TOP OR BOTTOM END WITH TRACKS n , & OR WITH TRACKS C2i OR Chi DIRECT MOUNTED AT EACH END* D.M., MAXIMUM PANEL LENGTH "L+" OR "L-" (ff.) 0 MAXIMUM A.SA. DESIGN PRESSURE RATING CONCRETE & WOOD INSTALLATIONS t 20.0 12'-0- 12'-0' 25.0 12 •_0. II•_a. 30.0 I)' -a' f0'-9' 35.0 10' -to ' IO'-0' 40.0 )p'_)' o'_i" 45.0 50.0 55.0 B'_7^ g•_p• 60.0 6._3. 7- 7' 65.0 6'-0' 7'-4' 70.0 7'-B- 7.-6. 75.0 7'-5' 6'-10" 90.0 7._2. 6,_7. 85.0 7'-0. 6.-5. 90.0 6'-9' 6'-2" 95.0 6'-a- 6'-0' I00.0 6'-5• 5'-11' 105.0 6'_3• 5•5 170.0 - 5'_7- 1150 - 5•_6• 1I9.6 5'-5• MAXIMUM PANEL LENGTH "L+" OR %-" (ff.) O MAXIMUM A.S.D. DESIGN PRESSURE RATING CONCRETE & WOOD INSTALLATIONS t 20.0 la' -a' 13'_025.0 30.0 35.0 a0.0 45.0 9'_I" g-7' 50.0 B'-7" 55.0 g,_3. 7.-g. 60.0 B'-0" 7'-5' 65.0 7'-B' 7'-2' 70.0 7'-5' 6'-II' 75.0 7"-2- 6'-9' 60.0 7'_0• 6•-5- as.0 7-0" 6'-3" 90.0 6'-9' 6'-I' 95.0 6--7" 5'-10" 100.0 6'-3• 5'-7" _ 105.0 6'-3" 5'-4' I)0.0 115.0 119.6 418• MAXIMUM PANEL LENGTH ('O) MINIMUM SEPARATION TO GLASS SCHEDULE WII1D SPEED c 170 m.p.h WIND SPEED > 170 m.p.h UNRESTRAINED RESTRANEO UNRESTRAINED I RESTRAINED 30 OR LESS 1' 1° 6" 6 1/4" >33 TO 90 1' 7 1/2" 7 1/2" >90 TO 145 1' 7 1/2" 7 1/2" 5145 TO 168.3 1' 1" MINIMUM PANEL LENGTH Vn) FOR A GIVEN MOUNTING CONDITION 7.5"%1.5° EIVILD-DUI BUILD -OUT TOP DIRECT "h° U. 'F- F. TRAC' F TRACK BOTTOM MOUNT HEADER HEADER ANGLE TRACK W//S'p W/SIDE .I.bSURES CLOSURES - DIRECT MOUNT 46' 32' 32" 35' 55' 5.0 SO' 4 1.5"XI.5' STUD ANGLE 35" 32" 32" 32' 42' 36" 35' 3 "F" TRACK 55" 32' 32" 42" 67' 60' 60, f W ESIDEUCLO UAFASCK ANGLE gp• 32" 32' 38' 60' Bo, f WUILSI E CLOSUFRSCK 50' 32' 32' 3a' S6" 56' ®,13or® '4, 3/4, 4/5, 5/5 & 6/5 V6, 2W/6, 3W/7 & 4W/7 I a� ff IF I -I BOLTED PANELS W/ t/41a-20xt" S.S. h1.5. BOLT W/ ® ® EA OVERLAP w (SEE SECTIONS HAS AT PU ICABILE) L�IITL IIIL-.�IIL�IIlJtII a a 1 1 3" MAX LBO 2/4 Lo,1/4, 3/4, 4/5, 5/5 & 6/5 1" MIN. tW/6, 2W/6, 3W/7 & 4W/7 ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 &11) REGULAR STORM PANEL n ELEVATION GAP (1)'L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN PC L-: MAX. ALLOWABLE PANEL LENGTH FOR A OWEN NEGATI' (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENGTH: GIVEN A POSITIVE A.S.D, DESIGN LOAD, DETERMINE MAXIMO GIVEN A NEGATIVE A.5.0. OESION LOAD, DETERMINE MAXIML FINAL MAXIMUM ALLOYIAULE PANEL LENGTH IS EQUAL TO T BETWEEN 'L+' AND 'L-". (3) SEE SCHEDULE BELOW FOR LAW. PANEL LENGTH FOR POR INSTALLATIONS INTO WOOD ARE LIMITED TO s 95 p.s.f. MAX. �11/.�FOR MA%. A51). DESIGN L01 1 /.S.YBiER Alt-S+N IS USED. RVE A.S.D. DESIGN L. A.S.D. DESIGN LOAD. PANEL LENGTH 'L+' FROM SCHEDULE. PANEL LENGTH "'L-" FROM SCHEDULE. J I, UAH DETERMINED PANEL LENGTH ITT OUALIFICATOII. .S.D. DESIGN PRESSURE RATING i & MAX. PANEL LENGTHS FOR FLORIDA BUILDING CODE (Non High Velocity H No. 44167 � czDt7 nL1EC0, plc, 24 GAGE GALVANIZED STEEL STORM PANEL M.L * * a ggArW �: z 1L E C0 INC., a LLC. GLOBAL PROTECTION PRODUCTS ``v, �= V '� \� , TILLNI♦ 1ESTINO h NOI�NEEflIHG °OMPANT 1aaa�N, s , merw °wPaxa, rt 1a�aP (a°a) mi�mt-tit 4B" B.W. St STREET 89-7 1L ]]]l+ PHONE'. (95<16B9-7S45. FAX: (951)E89-1!1797 O41D ) 7-I42 DA1i a Efi-OOhN'l' tOem,a' ou[ om 1. U.: 7SL WFUIRI A T1 LR Jr.. P.E. iLOPoOA Uc. da167 I V to-cn Kun 5N[ET ] OF 1B INSTALLATION DETAILS FOR REGULAR PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES EXISTING POURED CONCRETE EXISTING POURED CONCRETE OCONCRETE BLOCK R CONCRETE BLOCK aR REQUIRED. I REQUIRED. CONCRETE ANCHORS 1 (SEE SCHEDULE ON'— , I:' COIJCRETE ANCHORS (SEE SCHEDULE OIJ SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) EXISTING POURED 1— 1/2" ( I CONCRETE BLOCK I 1/4' 1 2" REQUIRED. 1/4"a-a0.1' SS. HEX HEM MAX [ 1 MAX ^W�a 6 1/1' O.C. O.C. CONCRETE ANCHORS { E .D. (SEE SCHEDULE ON /I I I E.P. I I SHEETS 9 tHROUGH 10 )' I I I I I I EU_ I I . 1/4'e-20x r' III.,/• I— Min. _.5..`.. eom Y(� (I ry1ln. �S. BOLTS SEPARATION AT Ex om+UP II SEPARATION TO GLASS. % I Or.,E FOR Perm. I I I ( C TOR PM TO GUSS. EXISTING (SEE SCHEDULE I U7cIH a.ER Y-6•) 1 -� --I MoX. (SEE SCHEDULE GLASS ON SHEET 3) --I II 1 I I PANEL LENGTH II OW SHEET 3) I I (SEE SCHEDULE II I I ON SHEET 3) II I I CONCRETE ANCHORSI _ (SEE SCHEDULE ON SHEEIS 9 THROUGH IOti 1 I II I OF. i EXISTING 11 I I 1 + I GLASS II I MAX-" E'o... A.S. NEx HFAO GOLTS ' I W/q e 6 1/4- O.c 1 E:D. l I E.O. I I X.. EXISTING POURED I 1 I CONCRETE OR I /2"CDNCRETE BLOCK REQUIRED. ALTERNATE Min. -- ! LEG LOCATION ALTERNATE CONCRETE j-__F_XISTING POURED CONCRETE ANCHORS OR CONCRETE BLOCK REQUIRED. CONCRETE. ANCHORS - - - - - I - - (SEE SCHEDULE ON STAGGERED W/ STUD SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHEETS 9 THROUGH 10) BUILD —OUT MOUNTING WALL MOUNTING SECTION 1 SCALE 3/8=1" SECTION 2 SCALE 7/8-1' Q� EN E.D. =EDGE DISTANCE NOTE FOR COMBINATION OF qECTIONc; No. 44167 SHEETS 9 &. 1 (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE 0) COMBINED IN ANY WAY TO SUIT ANY A INSTALLATION. 9Q�,'•. (0 {p•.r' "b6��Uev 6" I E.I. j 61 I II I I iMin. SEPARATGS.ION I 1 ••L" Max. t' IAox. TO PANEL LENGTH -j(SEE SCHEDULE I I PANEL LENGTH (SEE SCHEDULE ON SHE3) I (SEE SCHEDULE ET ) ON SHEET 3) ON SHEEP 3) ( I EXISTING I 50% I GLA55- i I OF 'L" I miAx. I I I 1 j I i i E.D. 7 I I Be � L , V I 1 — 5 y (AS APPLICABLE)I CONCRETE ANCHORS_,,J I I (SEE'SCHEDULE ON I SHEETS 9 THROUGH 10),I.. W/ (36) ONLY WHEN SOLID SET & CALK -IN ANCHORS ARE USED & W/ USIA WHEN EXISTING POURED CONCRETE PANEQMATES ANCHORS OR CONCRETE BLOCK ARE USED. REQUIRED, I (WALL MOUNTING L DIRECT MOUNT I SECTION 3 SCALE 3/B-1" I s FLORIDA BUILDING CODE (Non High Velocity HUrricane Zone) ti cxD,T mrEco. INC. 24 GAGE GALVANIZED STEEL STORM PANEL . S I "'Alm a,GLOBAL PROTECTION PRODUCTS, LLC, eo]/17 Q' IL E C 01Na. o/CAM- • TILLIT —Mg 4 OAWE, 51]]S]TR14EETNIWECINOCPHONE: (954)669-754FL FAX: (954)689-9797 1 %-142 EB-OIE 9P srsoveal un OMWup Ira WALTER A TIWf Jr.. P.F. ctp Is-oss Ie/N/U M RORIOA 0c.' N16T SHCR 4 Or ,E CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUGH 10 EXISTING POURED _ CONCRETE REQUIRED . 1 II SEPARATION I TO GLASS. 1 ' II(SEE SCHEDULE I II ON SHEET 3) I II I n I ®- �1 -I-1 � ° • i n I II II II I II EXISTIIJG POURED CONCRETE ; REQUIRED t1 CONCRETE ANCHOR�I (SEE SCHEDULE ON SHEETS 9 THROUGH 10) CEILING AND FLOOR MOUNTING SECTION 4 SCALE 3/8=1" INSTALLATION DETAILS FOR REGULAR PANEL ri INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION (SEE SCHEDULE ON EXISTING POURED CONCRETE EXISTIIJG POURED CONCRETE i SHEETS 9 THROUGH 10) OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED. j REQUIRED. 1 -ALTERNATE LEG { LOCATION CONCRETE ANCHORS (SEE SCHEDULE ON _7 SHEETS 9 THROUGH 10 ------I g CONCRETE ANCHORS I f (SEE SCHEDULE ON 1/7. I SHEETS 9 THROUGH 10)I I I E.D. i 1' ' i E. 3 1 eolTs W 1 orwP� I r I I I I FOR Pula N rnrn 7-6') 'L. 0y, - ... I m (SEEMS _j ATION TO GLASS. CHEDULE ON I I I I PANEL LENGTH SHEET J) I I (SEE SCHEDULE i ON SHEET 3) EXI$TIN I �I GLASS I 50.. OF "L' MAX. i I I I 1/2' O.C. I E.D. I I I CONCRETE ANCHORS," I (SEE SCHEDULE ON 4 EDGE OF WALL OR SLAB SHEETS 9 THROUGH 10) (ALT. CONDITION) EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. BUILD —OUT MOUNTING SECTION 5 SCALE 3/8-1' E.D. = EDGE DISTANCE NOTE FOR COMBINATION OF SECTIONS: (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. A. TILE; j _= .44167 t 4'xl" HEX WASHER HFAD I BUIU11]t 7r SCREW 00 4 0e1' S.S. N.S. W/ I101 17 I/2' O.C. -90xP -- .._.1 1 EX HTAD BOLTS I G 5 1/4" O.C, r I I tO.Y I I L75 W 1 N MR. O&A 7--67 PANEL LENGTH (SEE SCHEDULE --- I ONSHEET -3) I 5� OF "L' i E.D. SPACER LENGTH MAX. L_ r— I CONCRETE ANCHORS I !! (SEE SCHEDULE ON I _J SHEETS 9 THROUGH 10) 1 v SPACERS 6!" O.CI VAUD FOR ALL DESIGN LOADS AND PANEL EXISTING POURED CONCRETE i LENGTHS PER SHEET 3. OR CONCRETE BLOCK � REQUIRED. LHgp) 12 11 2• LONG D.C. (SEE TABLES#1 014S O SHEETS 9 & 10.) I I WALL MOUNTING /DIRECT MOUNT W/SPACERS (9) OR SECTION 6 SCALE 3/8-1' j FLORIDA BUILDING CODE (Non High VelOCIiy Hurrlccne Zone) C20111 IILTECO. INC. Y.L 24 GAGE GALVANIZED STEEL STORM PANEL ORAwr1 IL E C O ETIC. GLOBAL PROTECTION PRODUCTS, LLC. STING & ENOINCERINO COMPANY 4800 S.W. 51 STREET Iwmi �av- s Hue ewOs. O. nlrF OANE. FL ]]]1f 17-142 1]0s) nus. PHOIe-L! (954)6B9-7545. FAX: (954)689-8797 CAexaK.an EB- ORSNIIC N. 0006719 WAL0. 0 Wr.. P.E. FLCRIOA U,, GL 1e-9i7 01/mA1 xn ORic. 4AI6] n SNCCI 3 Or 10 1/4.. MAX. I:-• I I I I V m. . PANEL LENGTH (SEE SCHEDULE ON SHELT 3 FOR SPACER 9 IAin. SEPARATION I I & SCHEDULE TO GLASS. 1 I I ON SHEETS (SEE SCHEDULE ON SHEET 3 I I I/4'o-zoa. 9 & 10 FOR S. 90CT5 w� I /�I SPACER Ai G OraaAP `Z7f (usE FOR PHQ IENOIH owD1 7-67 I =✓ ,,1 WOOD 2"X4" PLATE INSTALLATION DETAILS FOR REGULAR PANEL n1 INTO WOOD STRUCTURES I WOOD ANCHORS SEPARATION TO GLASS. v ' ! ON 1/4'0-]0.1• r—_(SEE SCHEDULE tEDUIE SHF.FT I'! / r-� sS E]t NFiJI BOl( OW SP.EEI 3)) .Y/I�Sf951/4'O.Ci.s /-NSV'OLN4y'I I I I (_ A 1- 1 1 U` T w[R Y-a7 I ' II 2 WOOD ANCHORS (SEE SCHEDULE ON I I I I C SS�j �( PANEL LENGTH I O ' - illb 1/4" MAX. SHEET 11) 1/2- I I I ON55HD7U EET 11 �I EQI I I--1�r I I --r-� SPACER EOI I SPACER F ' OF L" I LENGTH 2" jlll M'a WOOD HEADER I I J REQUIRED MAX. Mn, _ I',: EO _ ( I I .,C_ 'III I I I I - 1EO I I I I MAX- LONG ALI SPACERS d 1 SEPARATION 2 1/2" O.0(SEE TABLE #1 ON 1— TO CLASS. I "L" MAN. 1 -L- MAX. A�, II• SHEET 11.) (SEE SCHEDULE L I 1 PANEL LENGTH (SEE SCHEDULE I I PANEL LENGTH 1 I (SEE SCHEDULE ON SHEET 3) t I ( . ,-,- ON SHEET 3) - ,_pgNEL MATE FEMALE ID OR PANEL MATE L ON SHEET 3) �- 1 7 EXISTING � GLASS I I I _I I '1 �•'(( LIJ WO STA (SE SHI !I WALL MOUNTING ALTERNATIVE 1 W SCALE 3/8-1- OF MAX. 5 0 12 1/2" O.C. - -- J RED W/ STUD :HEGULE ON 11) E-----1�'` �I PLUS (SEE SCHEDULE ON SHEET 11) 1 Min. I I -` EXISTING 1 TO ACRA�IS. I I 2"x4- WOOD]— . ° GLASS' -(SEE SCHEDULE 1 PLATE REQUIRED 1 ON SHEET 3) I I DIRECT MOUNT W/ SPACER t� ALTERNATIVE 2W' SCALE 3/B=1• u •111 ,ji i ® 12 1/2•• OC i Ate. TABLE #1 ON SHELT 11 FOR MAX. PANEL LENGTHS h A. A.S.D DESIGN LOADS FOR THIS INSTALLATION. EO EO l ^ iL_ WOOD ANCHORS * NOTE, STAGGERED W/ STUD (SEE SCHEDULE Uli 1' MIN, SEPARATION TO GLASS INDICATED SHEET 11) ON SHEET 3 MAY BE REDUCED TO 1/4' AS LONG AS THE FOLLOWING CONDITIONS , _ i I ARE COMPLIED WITH: 2"X4"'W 0D - I - -- PLATE REQUIRED (1) MAXIMUM ASO DESIGN PRESSURE y RATING IS +50, -65 p.R.f. (2) MAXIMUM STORM PANEL LENGTH IS 72.' 1 (3) STORM —ELIINSTA ,.- IS ONLY INTO AN EXISTING. WOOD FRAME WALL. WALL MOUNTING � DIRECT MOUNj � ALTERNATIVE 2W (4) INSTALLATION VAUD ONLY FOR WIND ZONES 1, 2 Bi 3 PER ASTM E SCALE 3/8=1" I996-O6. NOSES, NOTE FOR COMBINATION OF SECTIONS: I. 114STALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATING (P.S.f) AND PANEL LENGTHS TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR COMBINED IN A14Y WAY TO SUIT ANY 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 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ozon 6mo,INC. 24 GAGE GALVANIZED STEEL STORM PANEL BRA" wN eY: IL ECOIMe. GLOBAL PROTECTION PRODUCTS LLC. ",7 TILLIT TESIINO h ENGINNURINO COMPANY cv5 u... ssx al. aN. nnx r. unova n vno 4800 S.W. 51 STREET BAV2, aa» BDateAIL. Po.e.: (X15) m1-I VD;. im.: Um) 61I-IVI PHONE: (954)689-)5451L , Fax: (95<)6B9-e797 17-142 P.E. SEAL/SICNAN6E/GATE .-mD 0906 19 EB-OODO)19 91 m ORAVAI No: —_ ALT WFUCHI A TLU! JH..16ij.E. FLBRIBa lie. / mNYn SIRR 6 or 1B 4'ke` (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEOUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION DETAILS FOR REGULAR PANEL INTO WOOD IALTERHATE LEG -TOCATION -ED. !i I. INSTALLATION. I WOOD ANCHORS (SEE SCHEDULE ON ALTERNATE ULE ANCHORS - 1" ILin (SEE SCHEDULE ON - I I r^ SHEET 11) SHEET 11) EO I EO ••• , 1/4"AI" HIA WASHER HM n1T EUILGEY. TEN SLREW ON Ea E0. ...., •, Iti _. �„ 1 I /2„ 1/4•-Fool- Ss. 1­. Yf/ ­11 D 12 I/2" 1 1/4" MAX. —� I WOOD HEADER 1/2" O.C. I EXISTING 1 (p )-1 1 REQUIRED - CLASS --I \/ I E% r°e0 60U5 I2- WOOD ANCHORS3s / 1 I (SEE SCHEDULE ON !I Yf 15 O 6 1/4" O.C, min.I ISEPARATION I q � Min. I I SHEET 11) --1 GLASS.(SEE O SCHEDULE I 1/]'a_zm1• ' ILJ� I 1 ON SHEET 3) S.S. sous Tf� I 1 Min. SEPARATION TO GLASS. 1—(SEE 1 I Ma IFHCOi m 7-6•) "L'S.S.. MAX. SCHEDULE ON SHEET 3) I L V4"o-z9e- •L• jlA1(. BOLTS W 1 rPANEL LENGTH 1 1 PANEL LENGTH (SEE SCHEDULE r-4 4 1 T Ek P, (V5E FOR PA•Ul (SEE SCHEDULE I I ON SHEET 3) EXISTING 1 G1A55- 1 1 LIT c a.ER T-6') ON SHEET 3) i I 1 I 1 ) I 1 I I 507 I j I 50% 1 I ®—.. OF "L" ( IAAX. OMAXL., III i 1rY 1/2" O.C. I LV _ I NO F1141SHI I I ED 1/2" ALLOWED ; - I - 4 1/4•o-2ox1' _ EQ L- s.s. HDI HIM BOLLS `'• w 5 0 6 1/4" O.C. 14 ----- — ----- 2"X6" WOOD DECK REOUIRFD W000 PLATE WOOD ANCHORS _._ (SEE SCHEDULE ON ~ _--._ 3/J4. .�_._- __ REOU REQUIRED ._ Yf00D PHCHORS (SEE SCHEDULE ON _ SHEET 11) - _ SHEET ill) --2" Min. 9EILING AND FLOOR MOUNTING 3W RUILD—OUT MOUNTING —ALTERNATIVE SCALE 3/11=1 ALTERNATIVE 4W NOTE FOR COMBINATION nE SECT Nam` TOP &BOTTOM L40UNTItJGS CAN RE 1. INSTALLATIO14 ARE ONLY VALID FOR MAX. A.S.D. TOP & BOTTOM MOUNT114GS CAN -FCOMBINED IN ANY WAY TO SUIT ANY AS PRESSURE RATING (P.s.T) AND PANEL LENGTHS INSTALLATION. AS PER SCHEDULES ON SHEET 3 2. FOR NEW V4000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL. SCALE 3/5-1" L A �TI l/T i ! - 1111j1��� J ••'' ' FLORIDA BUILDING CODE (Non High Velocity HUrricana Zone No. 44167 C'2017 TIITECO, INC. i i 24 GAGE GALVANIZED STEEL STORM PANEL u.L DRAWN BY: ', ?� IL ECOINL. GLOBAL PROTECTION PRODUCTS, LLC. s' TIU1T TESTIryG S ENGIN qI G CONPANT aw N.e. ]!I]Of) LBVA S.W. ST Dom. �Oj�^ r\�Itlll `tMETT V m-IOw n »Ic "O"� _mei: Ol,caad�cumnf) Brl-lul � °AVIE, 11 ]]]16 314 PHONE: (BS/)fiBB-TS4l, FA%: (954)6an_1797 17-142 }{•• ; RFJDnTE EB-0006719 Wr.LiEq A TILUT Jr., P.E. ]nwno, 1J•aJ] un mAn/n rzv o,rt CRAM. 11v ITDftIpA Ue 4416T 5H[R 7 OF 18 POURED CONCRETE, CONCRETE BLOCK OR 2'•4- WOOD FiiAA� REOUIREtl 1 i I/"I 13/4' IAfG ?t CON ANCHOR ..O �O 12' O.C. 2' % X I ]105-H OF 6063-Tfi ORF T6 ALLOY --'j 2 1/2` CANT. ALUM. ANGLE MID. CASE A (PLAN) SCALE 1/4"=1- 1.5X — (MIN. PANEL OVERLAP BEYOND OPENING WIDTH) POUREO CONCRETE, COGCREIE BLOCK OR 2%4' VIGOR MME REQUIRED i X B.O.I DISTANCE I 1 CASE E (PLAN) SCALE 1/4'=I" I- DL-Uk l\ UR VuLit.7u J I Itl fl UKEJ• VALID FOR REGULAR LIFE SAFETY & E—Z HANG STORM PANEL (11) SYSTEMS! '—A n o u ' OR CONCRETE, ,� ,� VARIES A 5" I.fn%.� I ® 1O _.POURED CONCRETE BLOCK OR 2-•<^ WOOD FRAME p• y }^ y ,Dg}• 3105 H- 4 1 OR 6OG3-T6 0 RCOUIREp I 2 1/2 ALLOY CON,. ALUM. ANCLE 1YRH 1/4-e A 1 3/4- TAPCON Min. O 12' O.0 POURED CM RE CONCRETE RLOCK ali 0 IL REQUIRED 0 FRAME OR® �l 1/4'0 /4' TAPCON , 2 1/2" ANCHOR O 12' O.C. '_�1. -' 1 MLI, PAl7ET. -•. II _- u ,. _ `O VARIES II 5"' 90< L c13R I 2• TERNT.IFl LEG LOCATION • 2' % A55" TO COIR. .' II pIACK ALUTA.SANGLE OR I DBO' ]105-H154 SHEET : METAL PLVIA. BENT PV.TE POURLO CONCRETE. CONCRETE 1 (TYP•) \% 2• _. u Ll=°a%mmv_I I� .-{ 7 1 4. ICJ 4 BLOCK OR 2"W HOOD FRAME REQUIRED BOLT, Ig % 4- • .072- Ma%/ GAP O 12' O.C. 3105-HIA OR 6053-T6 ALLOY W/JACKNUT Con,..— ANGLE CASE B PLAN) - (- CASE C (PLAN) CASE D.(PLAN) SCALE 1/4'=1" SCALE 1/4"=1" SCALE 1/4"=1' • I I �- ONCRETE. POU�CR POURED CONCRETE. EXIS ING rRIN AT OR CONCRETE BLOCK — lOp,i SOLID-SEr OR CALK -If? OR ELCO PWIEU.ATE �FEIAALE 10 AIJG ,`lf CONBLOCK VARIES II 0 y' FRAME � ® & ,� I BO7TON OR DR 2'%4' tY00D I SIDES OF OPENING FNAME REQUIRED j AS A!'PUC4BLE PANELIMTE PLUS (SEE ' /SCHEDULE ON SHEETS 9, •1 5° REQD r 10 k II) I 8 1 3/4" M.A. 0 VARIES © Q-OR® I � i 5" IAOT. I O e9�evv� J O�TRacX 11 pp.) > I¢ pa 5.3 45 H� j � c'I . Ufa u.IA-E R 6• W�,T d6t: �lIRC% 11 ............ TI CASE F (PLAN) 3\'`GQ�'•.� _ SCALE 1/4"-1" No. 4�4167 •'� ti "�OBDTR W/-FILANANCHORED FRONT h // REARIAT FPARµT & TO WALL (NEVER CUT END PANEL) I !_CASE G (PLAN). SCALE 1/4"=I" VALID FOR DIRECT MOUNT INSTALLATION ONLY & CERTIFIED PANEL INSTALLATION AT WALLS W/ - SUR ,ACE LEVEL VARIATIONS WITHIN 3/4' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone C2017 TILT ECO, INC. 24 GAGE GALVANIZED STEEL STORM PANEL R'L DRAWN lrc: IL� Q INS. GLOBAL PROTECTION PRODUCTS, LLC, 06DA1117 ESTING d ENGINEEMftWG COMPANY 4600 S.N. 51 51REn E. • ao>fineel G•%of%e. R aalae DAMFL 33314 (ae!)leii-flan . Fa : (ae9) IN-Ma1 PHONE: (954)609-7545, FAX: (954)609-8797 ) 7—t 42 ' EB-OQO671 Br'm enmmu ORAY6IC rIR: W7y1ER A. TLIff Jr., P.E. 4f4 fe-4u 41/WIl _.'GA Ucl 4416I � SHEET tl OF le (VALID ONLY FOR PANEL 1Q INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) j I MAX. A.S.D. DESIGN PRESSURE RATING (P.s.f.) +d5, -45 OR LESS MAXIMUM ANCHORS SPACING FOR MIN'E.D. PER SCHEDULE BELOW * APPLICABLE TO SECTIONS # & ANY COMBINATION OF TXEM 1 (TOP) MAXIMUM PANEL LENGTH `L" (ft') OR LESS MAX. A.S.D. DESIGN PRE55URE RATING (P•s.l.) +M15TO 45 +65, -65 MAXIMUM ANCHORS SPACING FOR LAIN E.D. PER SCHEDULE BELOW * APPLCJABLE TO SECTIONS COAIBINADON OM THEN. 1 (TOP) MAXIMUM PANEL LENGTH (fL) 50RB' LESS TAPCON SOLID -SIT PANELMATE FEMALE 10 ID PANELS PLUS ZAMAC-NAILIN CALK -IN TAP CON SOLID-SEf PANELMATE FEMALE ID PANELMATE PLUS ZAMAC-NAILIN CALK -IN TO CQNCI2TE 13" 13' CONTCRETE BLOCK 13" To ca 13" Ohm Bt— 13" TO CONCRETE 13` CONCRETE BLOCK 13` TO CAfaCREIE 13" l0 C 9LCCK EEcowalat, - 13' TO 13" TO C 6LCOCRK E 13' 7p CO6ICRETE 13• TO C BLOCK E 13" TO CONCRETE 13" TO COtCRETE BLOCK 13' Cp To 7E 13" c0 TNG. BLOCK 13' CpKIM 137 CONCRETE BLOCK 13" Cp.T0�7E 13" CONCRETE BLOCK 13' W(j 0 13" COnGRLIE BLOCK 13'•F132 Ta � TO CONCR BLOCK I/2" 13" 13" 13' 13` 13" 13" 13" 13, 13` 13'• 13" 1 (BOTTOM) 13" 13" 13" 13" 13i 13" 13" 13" 13" 17"1/2' 1 (BOTTOM) 13' 13' 13' 13" 13' 1� 13" 13` 13' 13" 73 13" 2 (TOP) 13` 13"' 73" 13' 13" 13" 13" 17' 13" 13"I/2" 2 (TOP) t3' 13" 13` 13" 13' 13' 13" 13' 13` 13- 13" 13' 2 (BOTTOM) 13" 13" 13" 13'• 13" 13'• 13" 13' 13" IJ'I/2" 2 (BOTTOM) 13" 13` 13" 13` 13" 13" 13" 13' 13" 1}' 13` 13" 3 (i0P) 13' IJ" IJ' IJ" 1}" 1J" 13 13' 13" 1}"I/2" 3 (TOP) 12 t/2"12 1/2" 6 I/4" 6 1/4" 12 1/2'12 I/2" - - fi 1/4" 6 1/4' 3 (BOTTOlA) - 12 1/2'•12 1/2' 6 1/4" 72 1/2"12 1/2" - - I/2_ 3 (BOTTOA!) 8" 8' B" B" 8` B''8"7 1/2' 4 (TOP) 6• 5 1/2" 8" B" B"I e" 7 1/2` e' 6'S" (TOP) B"" )8 - B" - 8`i 8`tl' - - 4 (BOTTOM) 13' 13" 13" 13" 13` 13' 17" 1" TS" 13" 13" 13" 5 (TOP) 13' 1}" 13` 13"13" ;1/ I3" 13`13" 1}'1/2" 5 (TOP) 1� 13" 13" 13'' tY 13' t3" 1}' I}` 13' 13" 13" 5 (BOTTOM) IJ` 13" 13" 13" 17j 13' 13 13" 17' 1}' 11 I/2` 5 (BOTTOM) 13' 13' 13" 13" 13` 13" 13" 13" 13" i3° 13" 13" 6 (TOP) 17' 13" 13" 13" 131 73- 13' 13" .13' 13' 11 1/2'• 6 (TOP) _ - 6 1/4" fi f/4" 6 1/4•' 6 1/4' - - - - 6 1/4' 6 1/4' 6 (BOTi.••) _ _ 6 1/4' 6 1/4 6 1/p' - - - - tl 1/4" 6 I/4" 6 (BOTI.••) 13, 5" 13" 10 I/2' 13' 1 7' 13' 7" 7 1/2 5 1/2 13- 4 1/2` 1 (TOP) - >5'_5 TO 14'-4" 13` 6" 13' 13" 13'i 6 1/2" 13" 8 1/2" 9 1/2" 6 1/2" 13' 1 (TOP) TO 9'-6` 13- 7` 13' 13` 13' 9 1/2 13" 9 1/2 f0 1/2 7 1/2 13" 6" 1 (BOTTOM) 13" 7 1/2' 13' 13" 13"i 0* 10" 13" 10' 11" 8' 13' 6 1/2" 1 1 (BOTTOM) 13- 5" On 10 1/2' 13" 7' 13` 7" 7 1/2 5 1/2 13' 4 1/2" 2 (TOP) 13" 6" 1J" 13" IS" B 13- B 1/2" 9 1/2" 6 T/2" 13` 5 I/2' (TOP) IS" 7' 13" 13" 13" 9 1/2 13" 9 1/2 10 1/2 7 1/2 t3" 6 1/2' 2 (BOTTOM) la" 7 1/2" 13" 13" 13' 10" 13° lU" 11" B" 13' 6 1/2, 2 (BOTTOM) 13" 7" 1Y 13` 13" 9 1/2 13' 9 1/2 10 1/2 7 1/2 17' 6 1/2' 3 (TOP) 73' 7 1/2' 13" 13" 13`; 10" i3" 10' 11' B" 1J' 6 1/2' 3 (TOP) - - 12 i/2'12 I/2' 6 1/4" 6 1/4" 12 I/2' 6 1/4" - - 6 1/4- 6 1/4' 3 (BOTTOM) - - 12 1 T"12 / 1/2' 6 14" /' 6 1 4" / 12 1/2"12 1 2' / - - 6 1 4' / 6 1/4* / (BOTTOM) 7 BOTTOM 7" 3' 6` 5 1/2'• 7" 3 1/2" 8" 4" 4 1/2" 3" 6 1/2" 3" 4 TOP (TOP) 7 1/2" }" g° 6' 7" 4" 8" 4" 4 1/2` 3 1/2" 6 1/2" 3" 4 (TOP) 9' - e" - 8' - B` - 5 1/2" - 7 1/2' 4 (BOTTOM) 8' - 8" _" B"i - 8" - 5 1/2' - 7 1/2' - 4 (HOT[OIA) 13" 7- 13" 13' 13` 9 1/2` t3" 9 1/2' 10 1/2" 7 1/2' 13" 6" 5 (TOP) 13- B 1/2- 13" 13' 1}"� 10' 13' 10' 11` B- 13' 6 1/2' 5 (TOP) 13" 7" 13" 13" 13' 9 1/2' 13" 9 1/2" 10 1/2' 7 1/2" 13" 6 1/2' 5 (BOTTOM) 13" B 1/2' 13' 13' 13'j 10' 13" 10" 11" B' 13' 16 1/2' 15 (BOTTOM) 13" 5" 13" 10 1/2" 13- 7' 1 13" 7' 7 1/2' 5 1/2' 13" 4 1/2' fi (TOP) 13` 6" 13' 13' 1 13", 6 1/2` 13" 8 1/2' 9 1/2" 6 1/2" _ _ fi I/4" 6 1/4" fi 7/4" B 1/4' - _ _ _ 6 i/4' 6 1/<' 6 (BOTT.'•) _ _ 6 1/4" 16 1/4-10 1/4- 6 1/4' S _ _ _ _ 6 1/4' G 1/4" 6 (BOTT.••) EE SHEET I I FOR ANCHORS TYPE A, SPACING TOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. INIMUM ANCHOR SPACINGS AND MINILIUM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR E.D. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING Rf MULTIPLYING SPACING SHOWN 014 SCHEDULE By THE FOLLOWWG FACTORS. FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS I." MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE, ANCHOR TYPE 1//4'P-_1/4'0 1 1/4'0 1/4.4 I1/4�P t/Pe TAPCON SWO-SET PANElYA7E PANEIMAIE 7Af4O-NNUN taut-IM T1]WEm Pws MINIMUM ANCHOR SPACING (In.) 3 ]1 ] 1 3 1 MINIMUM EDGE CONCREJE (InJ 3 ] f/2" 1 " ] DISTANCE (E .) UCWCRE E LEOat (a.) 3 1 3 L/2' 1 3 1/2" 1 3 1/2 1 3 f/2" ACTUAL EDGE DISTANCE (ED.) FACTOR 31/2' • SPACINGS ONLY VALID WHEN SPACER 09 IS USED, SEE TABLE #1 FOR + DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ® IS USED. • SPACINGS ONLY VALID WHEN SPACER 09 IS USED, SEE TABLE #1 FOR + DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ® IS USED. TABLE 01 A A.S.D. DESIGN LOAD I - MAXIMUM PANEL LENGTH 41) PSF OR LESS g'_g•' > 40 IPSF TO 50 PSF > 50 IPSF TO 60 PSF 5'-10" ....... A MAX. PANEL•, LENGTHS ARE ONLY VALID FOR INSTALLATIONS P A. T��(l✓ W/ SOLID SETS ANCHORS & W/ @ SPACER AT 12 1/2" O.C. ENSF''.I L FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 44167 c2017 TILTECO, MC. L N. No. * ; * 24 GAGE GALVANIZED STEEL STORM PANEL DUALN BY. °�\� 1�. EICOINC. GLOBAL PROTECTION PRODUCTS, LLC. "'ppr17 y y \ 'ILL., TESTING Q EHGIWNEERINO COMPANY 4800 S.W. 51 S11 '/ 1� L(a ¢alaan.r. aaui. R. ¢A aLN Cau IND C M ANY OgVIE, FL JJJf v (( n.n. i ()oat Olf�awlcccwdcL.,"Oa) a7f-feat PHONE: (954)6119-7545, FAX: (954)6B9-B797 1 7-142 E6-0006719 vf'w�w n m4vnm ORNWRIG No: •,•7 Ip'�E WAITER A, PWT Jr.. P.E. ¢:P f3.0a2 M'f 7Ir m nOMDA Uc. 44i67 n SHEET 9 Or TB (VALID ONLY FOR PANELINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4,St '5) SEE SHEET 11 FOR ANCHORS TYPE k SPACING FOR INSTAUATIONS INTO WOOD FRAME BUILDINGS. IAINIIAUN ANCHOR SPACINGS AND I.IWINUTA EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR E.D. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE By THE FOLLOWING FACTORS, FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN mINUAUM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE. ANCHOR TYPE -�/a-° 1/a•° ..._x/<'° 1/a'° t/a'o tp'° TAPCON SOUO-SR PAPIURTE fn AIE ID PANEWATE PLUS u -SUN __ CA!N- IN MWIMULI ANCHOR SPACING (in.) MINIMUM EDGE CONCRETE On.) J .1 1/2- 3- DISTANCE TEA.) dam [ipfJ( 01 J .T t/2' J 1/2' J 1/2 3 I/2' 4 ACTUAL EDGE DISTANCE (ED.) FACTOR 1 1/2' 0.35 0.50 J' O.9D 3 112' uINLT vAwu wr1tN SPACER U IS USED. SEE TABLE #1 FOR MAX, A.SD. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ® IS USED. V. A.5.0.1 MAXIMUM ANCHORS DESI'14 RESSURE TAPCON SOLID -SET RATING (P•5.1:) rnrrwc�e CONCRflE ..... Ta� nnu�wrrr _ 75, -75 TO 19.-119.6 , 441Q-)i1 FOR MIN E.O. PER SCHEDULE BELOW * APP ITE PANELMATE TO 10 PLUS 7AMAC-NAILIN CALK -IN TABLE Y1 A A.S.D. DESIGN LOAD I MAXIMUM PANEL_ LENGTH 40 PSF OR LESS 6'—a" > 40 PSF TO 50 PSF > 50 PSF TO 60 PSF 5'-10" AtA1GUUf.f LENGTH (ft) 5•-6' OR LESS >5'-6' TO 7•-5• A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ 99 SPACER AT 12 1/2" O.C. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone czetT nL1E;cD, INC. 24 GAGE GALVANIZED STEEL STORM PANEL DMMI 6Y: GLOBAL PROTECTION PRODUCTS LLC, F 4eD0 5.1'/. 51 _EET DAME, FL]]314311 DS/01/11 og e IL��� EC-DIN., t]35L h� TESTING J: LNGINEERING CDNPwNT Pnei.. lIIt6 Dm) eat-t53a . ru . ryal eat-tial PHONE (9541659-7545, FM: (954)689-9797 1 7-142 EB-ON6719 WALTER A. TILL' lr., P.E. P. aAvsly ¢ ecty yR OMMHG N°: tx� ta-Dax m/AVn SHEET 10 OF )5 FLGRIDA Uc. (VALID ONLY FOR PANEL 10 INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & MAX. A.S.D. DESIGN PRE5SURE RATING (P.S.Q MAXIMUM ANCHORS SPACING FOR IE.D. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE TO ALTERNATIVEPANELMATE 8 &ANY COIABINATION OF THEM MAXIMUM PANEL LENGTH .L" TAPCON LAG SCREW PANELMATE FEMALE ID PLUS W000 BUSHING 13' 13" 13" 13" 11w (TOP) ' 13" 13" 13" 13' 13" IW (BOTTOM) 6 1/2" 6 1/2' 6 1/2" 6 1/2' 6 1/2" 2W (TOP) - - 6 1/4" 12 1/2" B 1/4" 2W (Boil'.-) 5'-0' 6" B' B" e' - 3W (TOP) OR LESS B' B. B 3W (BOTTOM) 13" 13" 13" 13" 13" 4W (TOP) +45OR 45 LESS 13" 13" 13" 13' 1 13" 4W (BOTTOM) 13" 13" 13" 13" B 1/2' 1W (TOP) 13" 13' 13' 13" 6" IW (BOTTOM) 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 (BOTT.•) >5'-0" 6 1/2" 6 1/2' - 3W () TOP TO 14'-4" 4 1/2- 4 1 2- / 7- 7" - 3W (BOTTOM) 10 1/2" 9 1/2" 12" 12- 4" 4V1 (i0P) 13" 13' 13' 13' 6 1/2' 9W (BOTi01.1] 5LE TABLE p1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 MAX. A.S.D. DESIGN MAXIMUM ANCHORS SPACING FOR E.D. = AS SHOWN ON SHEETS 6 & 7 APPLICABLE MAXIMUM PRESSURE RATING (P•s.l.) TAPCON LAG SCRLVf 'PANELMATE FEMALE ID PANELMATE PLUS WOOD BUSHING TO ALTERNATIVE � & ANY OF BINIEI.OIN PANEL LENGTH "L, (it) 13" 13" I 1J" 13" 1 13" 1W (TOP) 13" 13" 13" 13" B" 1W (BOTTOM) 6 1/2" 6 1/2" 6 1/2" 6 1/2" 6 1/2" 2W (TOP) - - 6 1/4" 12 1/2" 2W (BOTT.•) 5'-0' 7" 7 1/2" e" 3IT (TOP) OR LESS 7 1/2- B' B" 8' - 3Y1 (BOTTOM) 13" 13" 13" 1.3 13' 4Y1 (TOP) >+490-45 +75. -75 1J" IJ" ! 13" 1J" 13 4Y1 (BOTTOM) 13" 13' 13" IJ" 10. IYf (TOP) IJ" 13" IJ" 1J" 6 1/4" tYi (BDTTGMf) 1/2" - - 5 1/4" 12 1/2" 6 1/4' >5'-0' 4 1/2" 5" j 7 1/2" 7 1/2' - 7'Tb'5 1/2" B' ' - q(TOP) 12.13 13" 5 1/2" 13" 13"i 13" 13" 10" 4 SEE TABLE #1 FOR MAX. &S.D. DESIGNI USED, CORRESPONDING ONLY TO ALTERNATE LOADS & MAX. PANEL LENGTHS WHEN SPACER IS 2W' ON SHEET 6 i TABLE #1 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'-10" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FEMALE ID OR PANEL MATE PLUS ANCHORS & W/ (P SPACER AT 12 1/2" O.C, I,L 'YErYA.�TI `itL P��rcP ENS C/j�P - No.44167 ' ? LURIVA OUILUINU E,VUL (Hon High Velocity Hurricane Zone C2017 i)LXCQ. WC. Y4 GAGE GALVANIZED STEEL STORM PANEL cluml er: L E�QINa. GLOBAL PROTECTION PRODUCTS, LLC. °BDDAM- STING & [ryGIHCC01117 RING CONPANT 4tl0D S.W. 51 SIRRT :.. a9; MR¢rM OUIap; r- aataa Sv!)��1-I!ay. rv. taaa7'aTl"lu1 • OAVIE. R 33314 PRONE: (954)689-7545. FAX: (954)689-8197 17-142 W-00067IS m wrt 0R.m No: Y:aliER AITILIT Jv.. P.E. RORIGA Ui - Y 491fi7 a s-vL .A97N • SNEET 11 OF 111 3' MAX. D. M.. ---------------- J L-------- --ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14, 15 &16) R-1A/13, R-2A/13, R-3A/14, R-1B/13, R-213/13, R-38/14, . R-HAW/15, R-2AW/15, R-3AW/16. R-18W/15, R-28W/15, R-38W/16. O 0 0 0 - I 3" MAX. J' MIN, l0 I L/2 I/4"m-20x 1" 5.5. BOL75 W1 I� (USE FOR PANEL LENGTH I i I I I "LI" MAY.. I i O PANEL OVER 7'-I `) I ! I ! - - - _ - O 1 PANEL LE19G7M {REGULAR S70RIA I •i ! REGULAP, STORMPANEL i 'I I B'-8' 0 +40.0, -40.0 ps f. - _ _ _ _ . _ _ _ _ ,:, ` ..: _ _ _ _ _ _ .. _ j (W/ OVERLAP LAID PANEL. LENGTH BOLT) 7 { '' LIFE SAFETY STORM PANELp.s.f. 7'-6` 0 +50.0, -54.g (Y7/0 OVERLAP MM PANEL LENGTH BOLT) USE 2'-6' MIN. PANEL LENGTH 1 S.S. BOLTS W f ;""` -"'I' —1 AT ALL MOUNTINGS AT EA. OVERF7-7-T4 LA� � 71 i i II �---I .� ! I ! l i L%2 I f----- - i1' 7 I L 1 ! f , L 2 NOTCHES AT STUD I .____________T .. ._____. _•I ._.... __ g- ! LOCATION ®LIFE SAFET�.. _ .. .. -' - I i D.M., O, PANEL 89TTOLII CORNERS I I 0 ', ! LOVERLAP= Or NUT ar LOVERLAP LEFT EXTERIOR WING NUT AT 3` MAx. LEFT PANEL RIGHT PANEL 3"+MAX,I t INSTALLATION=VAI.. R-1A/13, R-2A/13, R-3A/14, R—IB/13, R-2B/13, R-3B/14, I- MIN.! SPEED UP 7 R—IAW_/15, R-2AW/15, R-3AW/16. �R—IBW/15. R-2BW/15, R-38W/16. --- ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14, 15 6:16) _ LIFE SAFETY STORM PANEL n ELEVATION (j) I I4` MAX. GAP ^O REGULAR 2.687" SCALE / =1 i STORM PANEL (LAN. 0AIT-AP -1 6NKKE VAILEY) "O REGULAR STORM ANEL 1 4 MAX. G` IT J - L-OVERIAPJ 0111,,A, LIFE SAFETY PANEL `44' 1�Q,:'��GEN,SF •..� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone No. 44167 C2017 GLTECO. e,C. OR 1 EX E 24 GAGE GALVANIZED STEEL STORM PANEL Ml GruwN eT: E;CO1NC. GLOBAL PROTECTION PRODUCTS, LLC, Oe�m�,7 SECTION A -A = 9 4x OAIE: Q •" T`�). V 34\ TILUT TESTING k ENGINEERING COMPANT 4800 s"'. 51 WEE? SCALE 1 /4"v J ` • �` / �\�'1 615.E . ]]N. 54 ste. _V; S• it ]]tE6 GAY E, FL 33314 ._ Ss 6 , •, . (%5) 6M-�1aSD. PHONE: (954)eUH-7545, FAT: (954)6e9-6797 17-142 -E6_O "He .amn+o, nn ORAniLG PN.: A WALTER MLUT J]., .E . ma 13-vM mry RORiOA Oc. 44H 67 , m SHEET 12 Or 15 INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4"0 TAPCON EXISTING POURED 1/4"0 TAPLON EXISTING POURED ANCHOR ® 9' D.C. CONCRETE OR ANCHOR ®g" O.C. r�NCRETE OR 1/4"0 TAPCON EXISTING POURED 1/4"0 TAPCON EXISTING POURED CONCRETE BLOCK ANCHOR 09" O.C. ONCRETE OR CONCRETE BLOCK �� ANCHOR 0 9" Q.C. CONCRETE OR I REOWRED I .I CONCRETE BLOCK j�� REQUIRED. ) �' I CONCRETE BLOCK REQUIRED. I REQUIRED. �.i ! t 1/2.• MAX.. " I ..._ /2` MAX.I/2 I /2 /a I MAX. MAX I E.D ! j E.D.• I I I 1 I E.U. I I I I II 1 I If I" Min. I I 1 If I If —SEPARATION I II I II 1" Min. I GL EXISTING EXISnNG JI TO GLASS. I 1 1 V<•a-zo.r 11 I �= 11 TO GLASS. ,.I„ I Varo-zo.r --II GLA55 n .s. BOLTS w ,S. II I /a•e-zo:x- EXISH G1A55 iT FA en.M 1 1 EXISTING ;T-' -5.5. BOLTS w 1 GLASS t II ! I I lA'Gm 0.574 7'� I Ilr--y I AT FA GVLfl1A GLASS 'Jil I I (USE F4 F �3� li--ill AT Ck GA 11 / I 1 II 1 ONGIn wER T-6-) 11 I II I 1 .•L' Mmv. 1IL. I II I MAX._ II I I PANEL LENGTH T = f 6" P EL LENGTH 1 I .EL Ate, u1 /• 1 ! "L.- MAX. / (SEE ELEVATION If PANEL LENGTH I I (SEE ELEVATION F (SEE ELEVATION 11---� 6' PANEL LENGTH II 1' IAin. I I ON SHEET 12) II I I ON SHEET 12) 11 014 SHEET 12 111 1 1 (SEE ELEVATION 11— SEPARATION I I I II 11 1" Min, ( ) II TO CLASS. I I ! II I I i IT' -SEPARATION I 11 I ON SHEET 12) II I I II TO GLASS. I I U I L/z I I 1 I 1 • I I I � 1 i i ;/2 I I 1 I 3 E.D. I I f E.D.♦ 1 I I ! I I 1 I E.�.'4 I I ! E.D • 1 I I 15 r 15 i ; i t I I I f _ EO I 3/4' I I EO i EO 1 1 —J 1 EO 1/a ozoy3F/ao• u.s. , e-zo,J/a• .) � 1 '•.• ��So3OLrs w/ems `-s s NEx yµo us. 12 ,/z- o.C. eGLTs w ,5 1/4"o TAPCON " I I_ 1/4'0 TAPCON I�/4"0 TAPCON ANCHOR ®9' O.C. i ANCHOR ® 9" O.C. ANCHOR ® 9' O,C.,�/4"0 TAPCON ANCHOR & 9" O.C. EXISTING POURED CONCRETE OR I EXISTING POURED CONCRETE OR I EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. -TONCRETE BLOCK REQUIRED. _4ONCRETE BLOCK REQUIRED. CONCRETE BLOCK REQUIRED. SECTION R-1A SECTION R-18 SECTION R-2A SECTION R-2B ® R U eR PANELS ® LIFE SAFETY PANEL ®REGULAR PANELS ® LIFE 5AFETY PANEL WALL MOUNTINGS SCALE 3/8=1' WALL MOUNTINGS SCALE 3/8=1" SEE SHEEIS 15 k 16 FOR ANCHORS TYPE R SPACING FOR INSTALLATIONS II4TO WOOD FRAME BUILDINGS. ANCHOR TYPE 1/4. _ TAPOON MIMYUM. ANCHOR SPAL'NG (In.) 3 MINIMUTA ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ME INDICATED ON THIS SCHEDULE. FOR ED. LESS THAN 0401CATED ON SCHEDULE REOUCE ANCHOR SPACING OY MULTIPLYING SPACING SHOWN — SCHEDULE BY THE FOLLOWING FACTORS. �N111nN1M IOoe OISTANCClEG.1 Cor¢rte DnJ ] Canvele 6aeL (N.) 3 ACRIaL EDGE01y7Ag (E,TL) FACTOR --- 0.33 FOR THIS OPERAMON TO BE POSSIBLE. REDUCED SPACING OBTAINED USING -`"— — G.Bi FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATFj1'FOR EAGH ANCHOR TYPE ON THIS S 01IRE. _ 0.90 _ 3• EAI •.T✓� FLDRIOA BUILDING CODE (Non High Velocity Hurricane Zane .2017 OLTECO. INC. 44167 ML i 24 GAGE GALVANIZED STEEL STORM PANEL GRAwN li+: L EC O 1E4c. GLOBAL PROTECTION PRODUCTS, LLC. DBpm17 •LU0 COMPANY leoo 5.w. 51 _EET 4 Sa A>, vAGluy µXppq N ,1xlleUAl'n-]33,i5p a1•.: D951? I ac'.�ca1 n,-Pnl PMUNE: (93a)CB9-7345, FM- (9SI)EB9-87Bx 17-142 Ty( Lg6 k4'11 p-0006719" cwmPe wrt DRAY,'InG No: . (,% P WALTER A. T4LIf Jr., P.E. PD ,a-axx m/wI11 m FLORIOA .' , aalfi7 ov[ SHEET 13 of 10 INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4'P TAPCON �CEXISTING POURED 1/4"0 TAPCO AN ® 9' O.C. I CONCRETE OR NCRETE BLOCK K EXISTING POURED ANCHOR ®9" O.C. CONCRETE OR { REQUIRED. I CONCRETE BLOCK j REQUIRED. I J 2„ MAX. 1/4° ( I MAX. E.0 • I . I Nil m II I" IAI.. It' -SEPARATION- I TO GLASS. II EXISTING POURED E.D.• CONCRETE OR CONCRETE BLOCK REQUIRED. 1/4'0 PANELMATF. ANCHOR O1 12 1A V VL•e-20.r 3.5. BOus w� (FAO PA V% H rA Lm-7- ---� PANEL LENGTH (SEE ELEVATION iON SHEET 12) 1 15 19 1/! OC SECTION R-3A ® REGULAR PAN LS SEE SHEETS 15 & 16 FOR ANCHORS TYPE h SPACNG FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. MINIMUM ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR E.O. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY IIULTPLYING SPRUNG SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSSIBLE. REDUCED SPACING OBTAINED USING FACTOR SHALL 140T BE LESS THEN AIL'N!A H" SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE ANCHOR TYPE TAPCON PAND.MATE PLUS MINUUM. ANCHOR SPACING (in.) 3 3 �NUIIMIN lO6L � Cenenly (in.) J 3 mnANtt IL03 Cnnnel6 &.k (w) 3 3 1/2 ACI(ML EDGE DISENCE (ED.) FACTOR ]• 0.90 1.0 1" Ni" GLASS. I ' EXISTING POURED E.O CONCRETE OR CONCRETE BLOCK REQUIRED, 1/4'm PANELMATE ANCHOR (BEYOND) WALL MOUNTINGS SCALE 3/8=1- 1 I s. emis w Al FA VNLR� 'I I I 6' PANEL LENGTH (SEE ELEVATION Q14 SHEET 12) I 1 I I ' I I I I I ,i 15 I SECTION R-3B LIFE® LIFE SAFEPANEt No. 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone e2017 UL6ECo, INC. ED STEEL STORM PANEL M.L ORAmN m. I EE O,N�. ION PRODUCTS, LLC. 99/0J/'7 iTINO Q ENGINEERING COMPANY.W, 51 STREETSa5, MZ�-M 0.AR: iA%:E FL 1 (9Ba)6B9-BT9T T 7— I42 6nRORIDA DRAW. N.:HALTER A ➢LUT Jr." Llc. <A16T� 6HC1.T la OF 1B INSTALLATION DETAILS FOR LIFE SA INTO WOOD STRUCTUR - I I _ WOOD HEADER REOUIRED _ �"• '! ' WOOD HEADER ' I REQUIRED �- 1/4"0 TAPCON ANCHOR 0 8' O.C. I .,I �4'm TAPCON ANCHOR 0 9' D.C. 1 LW%. w I i 1/4" +.�.." . 21• Min. ill, I 2" i!Ii Min. I I � Z. I I I I I i I IAIn EXISTING II G1A55 I I" / I `T"'• I II Ip'e-Om 1' I u Ys eOLTs w 1 R i/aw.nu, I AT rw,� E%ISTING II lux F. Peal I I _iT"sous ! I /+•e-zar H/ k' I II II II E%ISIIN�I GLASS II CLA55~I I I II I I i I h1A%. II II L -_.� 'L• Mmx. If----<� 6�• LEfIGTH PANEL EL If II II----'_� II I I PANFI LENGTH (SEE EL I ON SHEEVATION ET 12) II It �� I (SEE ELEVATION I ON SHEET 12) I I I 11 ul n-- II 1 hlln. If —SEPARATION I I I � 11 11 I II 1" MI II--SEPARA II TO CLASS. I L/2 1• Min, li—.SEPARATION I O j II TO CU ul TO CLASS. I II ° I/T E0. on i ED. .'L- .-j f C I ! ED. I . 11I 'I. I 2".4" WOOD , I j • 1 j .I I 4"m TAPCON I '! PLAT �4"m TAPCON REQUIRED ANCHOR 0 9" O.C. STAGGERED W/ STUD _ ANCHOR ANCHOR ®9' D.C. 9"Vj/ D.C. '• - PLATE tV000 STAGGERED 1 PLATE REOWRED -- 2'W WOOD PLATE ,-- — REQUIRED ALTERNATIVE R-1AW ALTERNATIVE R ANEL 1 { ! III OD HEADER iI,I )UIRED WOOD HEADER •' REQUIRED "0 TAPCON 1 <'o TAPCON HOR Id 9' O.C. i I - ANCHOR 0 9• O.C. O II � I � I III 2 2" . !1UAX-I ! i1T/4' --r I I � 1 2• �LI ! I I - I I i I I I I i �I L- 1/+•n-zmr -Y...BOLTs w� R---:-- �1 I AT e0L15 N 1 AT E Or AT FA QffldAP E%ISTII�L; III ✓' I W FMlENG1R r�II I I H atit -6') CVSS I I! "L• Mar. Rom.( I 6. " PANEL LENGTH PNL (SEESELEVATIOWAR (SEELEVATION ON HEET 12)ti ON SHEET 12) S- 1 � IF ---SEPARATION L%2 ;; TO GLASS. i '5.5. HE% ,N.µ0 Ms. E0. 0 12 1/2 O.C. 1/2' / 1 3.S HEX rPCON 12 7"x)" WOOD I : m I2 IR 0 9. O.C. PLATE - - I REQUIRED _ 1/4 0 TAPCON ANCHOR 0 9' O.C. ®_ REGULAR PANELS - -16W ALTERNATIVE R-2AW - � LIFE SAFEr PANEI @REGULAR PANED ALTERNATIVE R-2BW WALL MOUNTINGS - ® LIFE SAFETY PANEL SCALE 3/8-1• I!A-- WALL MOUNTINGS SCALE 0/8=1" czol] No. 44167 niTEco, u:c. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zonl 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGIJ } I 24 GAGE GALVANIZED STEEL STORM PANEL M'L ' PRESSURE RATINGS ) � oPAwN er: (P•s.f AND PANEL LENGTHS AS � �� - t GLOBAL PROTECTION PRODUCTS, LLC. DAM PER ELEVATION ON SHEET 12. 1 L E C O INe. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD E` oA1D :• Off,' }(�;= TIWIN TESTING 4 ENGINECRINO COMPANI += Y. sl MEET MEMBERS O BE SOUTHERN PINE No 2, W/ SPECIFIC ^ v • s eHsl. sl. ws: ..mow whims, w )sna D.NE. FL. J�.11+ DENSITY OF 0.55 OR EQUAL. ( �� P` m' m°I F°• , !•es) en-la1 PHONE: (95Q6LY-)pSS, F!V%; (95+)6e9-e)4) 17-142 •P,E: •••' ~®-0006]19 m wu OHAWMT N« WALIER 0. TILER Jf., P.E. oyeyl) ¢) FlaRla4 Uc. ++IS) - rt SM[CT 15 Or i9 SEPARATIOT TO CLASS. 2".4" WOOD I ;, PLATE REQUIRED �•� •''. ALT RNATIVE R-3AW REGULAR PANELS )D HEADER ,UIRED N TAPCON 10R--® 999" O.C. i \J 1/4" MAX. I I � 1 1 1 � I I a ra oL1�w� i _I NSE Inv vuai I Lo+cnl D.m r-fiy i I J— t' MAX. PANEL LENGTH (SEE ELEVATION 1=- ON SHEET 12) I I I I 1 1 ' I, I I L/2 I 4 5 o I21/r OD I PANF.LMATE PLUS OR 0 12 1/2" O.0 J DETAILS FOR LIFE SAFI INTO WOOD STRUCTURES _WALL MOUNTINGS SCALE 3/8.1" NOTES: 1. INSTALLATION ARE 014LY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (P.S.I) AND PANEL LENGTHS ;AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHER14 PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. No. 4416 i 2'.4" PLATE REOUIF IAX. ENGIH VATION i 12) _2017 1117Eco, INC. 24 GAGE GALVANIZED STEEL STORM PANEL• KL a3Alm fir: LL EiC 0 1Np . N PRODUCTS, LLC. oe/min "�Tls D W ENGINECRINO COMPANY . 51'ST m DATE-. xX vwG+u auWn, n ]]IepFL : Upp1 ell-plro.11.: (>Bp) nl-1U115, on 3331, FA't: (931)EBp-6]BT :am 17-142 ®-000E719 v No: W LTER A. TILUT Jr.P.E. elrtORWv FLORIDA Ill. NI67 .. I6 OF 16 EZ1/18, EZ 1 W/ 1 8 - AJIC140RS (SEE SECTI014 E7.1 &ALTERNATIVE E21W ON SHEET M... f" Min. - 9 (SEE NOTE 2) k14X1' S.M.S. ® CH END OF 7J (END PANEL) I (INTERIOR PANEL) (INTEP.10 .oR AT NT RE TOR PAru j IJOTES i, 3, 4 I II I * J :' - t I —3" Mox.— 1' Mina 2) LAST PANELO TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED 10 BE INSTALLED FROM INSIDE OF 5TRUCTURE. .-}L1_.I._I__ `A PER PANEL OF 'L• I (END PANEL) MAK SEE NOTES 2, 3, 4 MAX. PANEL LENGTH .I. �144.0-20�1" LTED PANENi BOLTSW I o, OVERLAP :E SECTIONS II AS II AP11PUII CABLE) -1LLJ- —W 5 7 OF "C j i I JJ_L1L1J_LLJJILLJJ_LLIJILLJ1tL:1!!!!JJ_LLJJILIJ_I_L1JJ I n o —i— J 3' Mox. SEE NOTE 4=' 1" Mln. SEE I� O 3" Mal. NOTE-3SEE I 1' Min. ANCHORS NOTE 3 (SEE SECTION F71 & ALTER144TIVE E71W 014 SHEET IS) EZ1/18, EZ1w/18 TYPICAL. ELEVATION FOR SERIES 2000 E—Z HANG STORM PANEL 1 SYSTEM(f ) SCALE: 3/32"=l" 2687-(MIN. GVERIAP 1/4' MA CAP -1 VMOIE VALLEY) \ % I 1/4" MAX. CAP _ SECTION A —A SCALE: 3/32 "=1 " 44 fAlUdrnrnir„r� 1411, �,�ER A. TId��T ;1 ; rAl4.44167 �� NOTES ; (1). DEFINITION OF RI 000: E-Z HANG STORM PA(JEL SYSTEMCONSISTING OF PANEL +Con I. TRACKS TOP & B0TT01,1. (2). END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A SLOP BAR& SHALL BE PROVIDED Al' TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF I/4"v-20x3/4" M.S. VI/ 7/8"vs3/32" WING NUT OR 1/4'•vx3/4"• Min. THUTABSGREVJ I(JTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TV/0 EXTERIOR FLAT FLANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR 15 ONLY USED AT TOP) AT LEAST IWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED 014 NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. EE� I c2e1] ➢L1EC0, WC. IL tCO„e ESTING h ENCINEEe1Na Ca ilP. !t• !N. !W, 4x9tM 4'. a Ug 1losl m1-Imo . ra, � n4l1 nn .-.mac 4Lawaa�r+� EB-0006]I9 BUILDING CODE (Non High Velocity Hurricane Zon! 24 GAGE GALVANIZED STEEL STORM PANEL P'E OHI,N'N tlr: .ORAL PROTECTION PRODUCTS, C. 0B/ MT:OA14E, Ft, STREET'M" FHoNE: (964)659-7345, FAX: (9S4)Se9-8)9] 17-142 " oe�nai —1- No: 4!-!x9 oe/4Vn � 9•n SHEn 17 or 15 EXISTING POURED CONCRETE OR CONCRETE BLOCK ! REQUIRED. 1/4"m TAPCON 1 14x1' HEX HEAD TEK ANCHOR 0 12' O.C.' SCREW ®3 4' FROM /' EDGE OF E.O. --T O . Min. ARATIOD GLASS. P mi.. I I ;EPARATION j TO' GLASS, I I I I I • I 1/4"0 TAPCON _ ANCHOR 0 12' O.C. WALL MOUNTING SECTION EZ1 SCALE 3/8=1" POURED OR BLOCK NOTES, 1. INSTALLATION ARE 014LY VALID FOR MAX. A.S.D. DESIG14 * )AIIJ. PANEL LENGTH SHALL BE 2-6" PRESSURE RATING +/- 40.0 p.s.f. AND 6•-0" MAX PANEL LENGTH. 2. FOR NEW WOOD FRAME C014STRUCTIO14: WOOD MEMBERS TO RE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. I N W MIUM POP T 6'IO' MAX. --1 PANEL LENGTH 'k i SOY. W OF 'L" ' 1 4'0 TAPCON A14CHOR 0 12" O,C. REQUIREDWOOD HEADER _I•'� ,'' _ " �74x1" HEX HERO TEK • I� / +� �� SCREW O 4- FROM EDGE OF Q rl� Alin. I„ I 1 ss. eo_Ts w� n I I cal/.• Gc. AI II i II �(- - i ' 1 1/2- I" Min. EXISTING p— I I I-3/16'o I I TSEPARATION GLASS II O GLASS. ALUMINUTA POP I II I I RIVET 11 1 6•_O" 1/9-o-sm1• —11 S.S. eaTs N� II I I MAX. AT Fa O.TiasP uI I I PANEL LENGTH 'K a J I O • 1 II II" M4 IT —SEPARATION TO GLASS. I 1 / /4"°-20x2' 509. 1 THUMBSCREW ' 111 1 II I j OF • In u� I 1 I I I/r E,OF ` /2.. Mu. EU. I I I 1 4'0 TAPCOIV ANCHOR B 12" O.C. ,__ 2"x4" WOOD SCALE 3/8=1" AI4fcU4iiiiu�I s� �� LENS • •.,J� C FLORIDA BUILDING CODE (Non High Velocity Hurricane Zont �2017 INC. LTEC 24,GAGE GALVANIZED STEEL STORM PANELDRWN "L GLOBAL PROTECTION PRODUCTS, LLC. 08/°N/" 9 ' • DATE: 0 ••• TILUT TE5TING a; ENGINEERING COMPANY {an0 S.w. 51 STREET /�•^ ; ' •• �r 1, • OJf4 Il.R.:lln, 54, aM. Jpl, Y.II4sU r M5, R )NI06 0.9NE, FL JJ TR Ip.wuw�lvmm 1DI-INl1 ( ) 7545, FAX: (954619-8797 17-142 PMDNE: 939 fiDAM EB-DDRAWING No:DD8719 naooul urc WALTER A. TlLln Jr., P.E. ap 15-ar� a/W.' � FWRntA A {{t a7 aR SHEET 18 GF 111 0 N O