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HomeMy WebLinkAboutRevisionsFILE COPY OFFICE USE ONLY: / DATE FILED: `,/ L REVISION FEE: /11 1 n: IX"1 PERMIT # `a RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: -1S0 I % yk FT. P1 EKGti � � I A DETAILED DESCRIPTION OF PROJECT REVISIONS: kuW"y 6f4 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: W3 RP QUALIFIERS NAME: W kt ADDRESS: 3118 1 " CITY: to PHONE (DAYTIME): b - c 12�-1Z00 ONVNER/BUILDER INFORMATION: NAME: UJSK FL U.0 CITY: 'NIM 1IGfI PHONE (DAYTIME: TE: ARCHITECT/ENGINEER INFORMATION: NAME: mo'ko* *. kObQ ADDRESS: 36 Ib CITY: R Mt; L PHONE (DAYTIME): i' SLCCC.• 9123109 Revised 06130117 ' *10 -06a5. ST. LUCIE CO CERT. #: ZIP: FAX: FAX: STATE: ZIP: 1't6D`L tom, FAX: I L I ECO mc- TILLIT TESTING S ENGINEERING COMPANY e WALI L'K A. 11LLI1, JK., Y.L. September 18, 2019 Mr. Tim Robinson Managing Partner Global Protection Products, LLC. 4800 SW 51 Street Davie, Florida 33314 ti11ccoCdrao1.com FL RE lime No. 44167 FL C.A. Li W QW719 Re.: State of Florida Approval Drawing #17-142. Additional limitations for use of Component "9A" (sleeve=spacer) for 24 gage Galvanized Steel Stonm 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 '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 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'/" O.C. (this is a restriction from 12 Mi" 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 W Long Spacer component # "9A" shall be as indicated on sheet 2 of approved Drawing #17-142. Installation of 1 'Y long spacer "9A" 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 (6thEdition) of the Florida Building Code. Sincerely, Walter A. Tillit Jr.,'P.E''. President Tilteco, Inc. 111IW2019 FIOHda Building Code online 4., G�a}r..to e i rxy tc s'�k."F'!FH 1p✓ �'pwd� [ ev`�-C"� a .. Asu xane wdm u.. A.tm..mn vTwa mnMl sr<nagr sm.e s... Pneazman. dbpr � .. �,4a,kR.P un., .s, y. wFo um Appravtl P�In, as 2L✓Vei>PBdM➢-'1'c'ser, "',,n>pypllgC➢yyy> ePPeerxcn 4lJl p� i(SMT tirU€ l FLs FLIS076-0.5 FLISV��. Co.V.lon Type 2017 Code Version 201J Application Status Approved Comments WI Archived Pmducl Manufacture, Global Protection Pmtlucts, LLC. Address/Phone/Email 4800 SW Stet Street slog Oahe, FL 33314 (9")6SOISAS tlm.mbinscnbagppenLmm Author red 51gnaNm Tlm Rohlnwn Ilm.mblman®gppenLmm TtthNml Representative Ti. 0.ablnmn Addsees/Phane/Emall 4A00 SW Slat Street DaWa, 1133314-553T IRSe) Mg-7545 tlm.m6lmon@gppent.mm , Quality Assurance Representative Aridness/Phone/Email Category Shutters Subotegory Storm Panels Compllance meow Evaluation Report Frans a Florida Registered Ard@eR or a Licensed Florida ProfeseMna(Erne EVINalion Report - HaNmpy Reselved norlda Engineer or Architect Name who developed Me Walter A. Mid Jr., P.E. Evaluation Report Florida ❑muse PE44167 Quality Aa..nee Entity Nmeonal Accreditation and Management Institute Quallly Assurance Contract E%ploulan pate IV31/2020 Validated By khn W. Nnoevich, PE Velldatlon ah . lsl - HeMcnpy Received Cestigcale OI Independence MIS076 RS CQI f O CE_RTIHCATF QF 1gQEREMDENL PDFpDF FllcpT6 0.5 fp/ f rl n NnFPFNDFrF Pop Refereneed Standard and Year(oF Staedand) Standw Ye r ASTM 030 2OD2 SSM 12 1999 TInS 201/202/203 199e Epulvalenca or Product Standards carolled BY hMpe9lAwidabuiMing,prglpr/Pr_a1p_dLLaspaiParamv.GEV%CIwIDguST3FYtZNPF136aMugFVNOT9znEW11Zag851HNrbg%3d%3d 12 A 11/iM019 Rotltla BmIding Code O fimp SecNens Inom In. Care Product Approval Method Method 1 G,b.n D Data Submitted 08/31/2017 Date Validated 09/06/2017 Date Pending FBC Approval 09/11/2017 Date Approved I2/12/2010 Summary of Protlucte FLD Metlel, Number er Mame DasMpNan IS026A ---On Gelvenlzed Steel SMrm Fnm:gated Galvanized Sill Storm Panels retelned or not by Panels/HVHZ frocks fa provide h.mi., Wo,, n. Limits of use Approved for use In "Vital Yes Totaling..talilaDaTotaling..InrtrvcNene n n Rc n f. Approved for use mansion i,hl Yea IOa — — 91: Waller A. , H4 "" P.F. PEK416J Impact Reem.n.: Yes rcaaura Design P: N/A Other: large missile lmpm, malstaM with Maxmum span of CreaV,d by IndepeMent Tldrd party: Yes Evaluatlon Rapers 12'-4"for a er-43.8p.a.L 0.5D Design load for regular panels FISOJfi Re (see sheaf B R 10). Maximum span is B'-S" for Ilk sakty panel 16111811QN antl 5'-I0' for E-2 hung panels. heated on,maepenamf ThIM pPOR Vas 15076.2 24 Gage Galvanized Steel Srolm Corrugated C Ivenlzed Steel Steno panels remined or net by PaneIUNHVH2 tracks to proNtle hurricane Dm[eClan. Limits of use Approved for use In NVHS: No IOebllaflon Instmoilona Approved for use euhlde NVH2: Yes IL1159 DesignP es sure: Yes Design Vedtletl Sy: Welter A. 'I'll' 11, P.E. PE-44162 Mesure:N/A spanof Ourtraary.20 load Omeld by independent Third Party: Yes [Evaluation Report. afAsile ODesgnmport oldnt 12'-0" for y-30 pzf ASD Design load antl 13'-0' ror a/- IO psf IT-1- for D c ASO Design load for regular panels mounted vadmo W head- OJ o respedlvely. See sheets 3,5,9.10,1112 M 12 of Installation dewbgs in' oMe,W as and pressures hand an mountlnp Created by fntleOPntlen! ThIM party: Yvs mnditlpn5. IJ 0 1 Donal l: MN mnri+nm .,a�pap�gl.safa , 1b5meNaNNumaa/Frp unpnyn.[pPpm2 •:n y 1:: FRdeaan:::P e:Mun yprmel Ahmm, ®w]®99E Credit Card Safe htlp.WI.Hdebullding.0rg/pr/pr epp_dtl.aspx9p.o -w V%Qw quS73Fr2ZrPd38eMng FUO1 ,,EWU2s96S0(NA ,%3d%3d w 1 L ECO Iroc_ 7ILLIT TESTING G ENGINEERING COMPANY � a RE.PRODUCT EVALUATION REPORT arilteco(a�ao4winrl.com sa u.",�s n. r. n.uao., s„mnnno REPORT NO.: 17-0803.07 DATE: August 3-, 2017 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Stone Panels PRODUCT NAME: 24 Gage Galvanized Steel Storm Panel MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC , Rule Chapter No. 61G20- 3, Method 1D of the Florida Department of Business and Professional Regulation. i This product is being issued an Evaluation Report as described herein, and has j been verified for compliance In accordance with the 2017 sixth edition of the Florida Building Cade, 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 condition, 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P E D )- ! Drawing No. 17-142 trevises Drawing 15-022), titled "24 GAGE GALVANIZED I STEEL STORM PANEL", sheets 1 thru 18 of 18 prep9Tp6bp.Qeco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 08101,(.1,,IIFjps4lrjyfi' s an Integral part of this Evaluation Report ,rt a . _•.•..... <j"__ _ No, 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166-Phone: (305) T71-1530- Fax: (305) 871-1531 PRODUCT EVALUATION Rrll'01tT NO. 17-m08.01 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 Momz, 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 8 203 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 OC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as per OC Metallurgical Report No. 101<10-1318, dated December 1, 2010 signed and sealed by Jerry Jaclofano, 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 Titeco, 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 an sheets 5, 9, 10, 11, 13 thm 16 and 18 of 18, of Product Evaluation Oocumerl),(9,&Q,� drawing No. 17-142. 24 Gage Galvanized Steel Storm Panel ha iU work as a non -porous storm shutter asse ��fi@d Abe ode compliance to m i.pprc5J4�11 -99 Standard. PRODUCT RVALUATION RPPORTNO 1)-0]0807 S. INSTALLATION: Installation shall be Performed strictly in accordance with details indicated on sheets 3 thm 8, 12 thru 18 of 18, of Product Evaluation Document (RE.D.), sheets 3. 6, 13. 14. 15. 16 and 18 of 18, of Product Evaluation Docum drawing No. 17-142. Minimum separation to glass shall be as indicated on (P.E.D.), drawing No. 17-142. ent 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with GenP-rai Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluallon Document (P.E.D.), drawing No. 17- 142. Anchor specificallons shall be as Indicated on sheet 1 of 18. of Product Evaluation Document (P.E.D.), drawing No. 17.142. 7. LIMITATIONS AND CONDITIONS OF USE• 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet i 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 E"006719). GENERAL NOTES Num FOR REGULAR � LI • 1, WORM PANELSHOWN ON THIS UNCOVER EVALUATION OOCUMMF (P.E.OJ HAS BEEN VERMEB FOR COMPLIANCE W ACCORDANCE WAR THE 2017 (Oh EDITION) OF THE FLORIDA BUILDING COOS. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DARE / GROWING COUNTIES). DESIGN WAND LINOS SHALL BE DETERMINED AS PER SECTION IBOB OF THE ABBWE UENTIONED CODE. FOR A BASIC WIND SPEED AS REOVIREO BY ME JURISDICTION WHERE WORM PANEL "U- BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR KD-0D5, USING ASCE 7-10 AND SHALL NO EXCEED THE MAXIMUM (AS.D.) EPSION PRESSURE RATINGS INDICATED ON SHEETS 3, 9 TURN 12 6 17. Ifl. IN ORDER TO WROW ME ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.. DESIGN PRESSURE RATING BY MOLTIPIYING THEM BY 0.6 IN ORDER i0 COMPARE THESE W/ MAX. M.S.p) DESIGN PRESSURE RATINGS INDICATED ON GRIFFIS 3. 9 MAN 12 h 17. 18. IN ORDER TO VEMFY THAT ANCHORS ON THIS P.E.O. AS TESTED WERE NOi DWFR 6TRESSEO, A 332 INCREASE IN ALLOWABLE STRESS FOR WIND LEADS WAS = USED W MEIR ANALYSI ACCORDANCE WITH AM.& 2015. S FASTENERS SPACING i0 WOOD HAS BEEN DETERMINED W WORN PANEL'S ACEOW.CY FOR IMPACT AND NO RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE MEN SECTION 1609.1.2 OF THE ABNS MENIDOM CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS #0511 01-01 AND J0219.02-09, AS PER SEND 12-S9 A, AWN E 330-02 STANDARDS, AND AMERIGW TESTING TAB SOUTH RORIDA REPORT #1123.01-10 AS PER TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE µ/ SECTION I604 OF ME FLORIDA BUILDING CODE i ALL ALUUNUM E4IRUSIONS TO BE S063-M ALLOY AND TEMPER (UNLESS OMERMSE NOTED). SEE DOW 2 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES S1491 NAME 3105-M, ALLOY. (C) TO [ - I/<e TAPCON ANCHORS. AS MANUFACryREO BY I,T.W BU;LDEX, INC. - J14-10 PANEWATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCDON PRODUCTS. - 1/4"0 TAG SCREWS PER N.D.S. - 7/16"m x 5/B' Will BUSHING. AS DISTRIBUTED BY ALL POINT SCREW, BOLT k SPECIALTY CO. C.I) L•INIMUM MREAGEO PENETRATION IRIB 11000 OF TFPCOX ANCHORS SHALL BE 1 1/2" ARE 2" FOR ELM PANELMATE PLUS .0 PANEUAIE NAL, ID. C.2) MINIMUM THREADED PENETRATION OF UB SCREW. INTO THE WINO FRAME UNIT SNAIL BE 1 1/2'. NO THREADED 'EMETRALON INTO STUCCO SHALL BE CONSIDERED AS AMR OF THE REQUIRED THREADED PENETRATION. C.3) MINIMUM W61 DISTANCE OF VL SCREWS. INTO IDEA SIN,. BE AS MOIUTEO W INS DRAWING CA) MINIMUM PENEIMBON OF WOOD BUSHING "ALL BE 5/6'. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST. AND I' MINIMUM FOR WALLS GUM N0 STUCCO. CS) IN CASE THAT PRECAST 57ONE, ON PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISRN6 WALL, ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL. BE AS MENTIONED IN C.Q. CZ) k C.4) (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF ME ACUMMENMIIONS AND SPECIFICATIONS OP THE ANCHOR'S MANUFACTURER. 6, PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING WSTAWTION DUALS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OWLRY STEEL, AWN A-653 CRADE 60 MINIMUM. G-60 GALVANIZED THROUGH 5) EXCEPT MAT HUOERS® G® 5(W1 NOT BE USED. STEEL DESIGNATION A/FY. 92.2 kei (AFTER ROILED). 9 IT SHAM BE THE RE57014SIB1111Y OF THE 5, ALL SCREWS TO BE WANNESS STEEL. 3W ON 316 A9 SERIES OR MAROSION RESISTANT COATED CARBON STEEL AS PER OW 50018 W/ 50 kii YIELD STRENGTH AND 90 kz TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA DIAMOND CODE SECTION 2411.3 3 k 0 BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR A51 304 SERIES STAINLESS STEEL. WRH 36 bT MWIMVM YIELD SLRLMM, 7. ANCHORS TO WALL SWLL BE AS FEIGNS: A) N P - 0 PCON CAUX-IN HORS,ANNAS FEDMAN FA I.T.W. BNLCEW INC. (Min, io-3192 pa.1.) - I/4' 0 x 7/B' CALK -IN ANCHORS, AS MANUFACTURED BY FASTENERS INC. 1Minh x 3/4' Sp Li) W ANCHORS, AS DISTRIBUTED BY AL PONTPgNT SCREW. BOLT @ SPECIALTY CO. (14 0 PANE psi) - 114-O MAC MOO FEMALE in A PANELWTE PLUS ANCHORS, AS F MENERS, RW 8Y ELCO CONSTRUCTION PRODUCTS. - I/<'0 7µAC NAUN ANCHORS, AS MANUFACTURER BY POWERS FASTENERS, WC. A.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 13/4': T FOR ELCO PANELANTE AND 13/4' FOR ZANAC NOUN ANCHORS. A2) CALK -IN k. SOLID -SET ANCHORS SHALL BE EMBEDDED 7/A" INTO ME POURED CONCRETE. NO EMBEDMENT ROD STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHILL BE 1 1/2' LONG UN[MUM SHOULD STUCCO EXIST, AND I' MINIMUM FOR IVALS MM NO STUCCO. IUD MAY BE HENEM SCREWS OR µL NRFADEO SCREWS W/O HEAD, BUT NOR WING NUTS. A,3) IN CASE THAT PRECAST WERE. PRECAST CONCRUC PANELS, PAVERS, WUCCO OR MCA BOARDS BE FOUND ON ME EXISTING WALL OR MOOR. ANCHORS SHILL BE LONG ENOUGH TO REACH THE. UAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTONEO IN A.1) AND IN 12). (B) TO XSHN AHCRETE GUQQ WAIT ACTH - : I/a 6 TAPCON ANCHORS AS MANUFACTURED BY L T. W. BUILDEX, INC. 1/4' 0 x 7/8' CALK-M ANCHORS. AS MANUFACTURER BY PAVERS FASTENERS INC. I/a'II X 3/4" SCUD -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT k SPECIALTY CO. - Y14-10 PANELT IE FEMALE 0 AND PANELM9TE PLUS ANCHORS, AS MANUFACTRIM By MCO CONSTRUCTION PRODUCTS. 1/4' 0 LJAC NAUN ANCHORS. AS MANUFACTURED BY POWERS FASTENERS. INC. B.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS. COCO PANELMATES ANTI ZAMAC MAILIN ANCHOR, INTO THE CONCRETE BLOCK UNIT SNAIL BE 1 1/4 6.2) CALK -IN h SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE IWII UNIT. NO EMBEOMEW W10 STUCCO SAI BE PERMWEO. 1/4" 0-20 SCREWS USERS SHALL BE 1 1/3 LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WI S WIN NO STUCCO. 0,3) IN CASE THAT PRECAST STONE. OR PRECAST C014CRM PA MA STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WAR„ ANCHORS SHALL BE LOAF. ENOUGH TO BEACH ME MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN 8.I) AND IN M2). ATTACHED i0 WSUflE PROPER ANCHORAGE.THSONTPSHUTTERCTOR OARIFY SHALL ON Y BE ATTACHED TO CONCRETSOUNDNESS OF ME E. RE pp WOOD FFRRMMET0 BE BUILDINGS. 10. EACH REGULAR WORM PANEL MAN LENGTHS OVER 90 AS PER SECTIONS 1. 2, 4, 5. 6 AW ALTERNATIVES IW. 3W k 41V ON SHEETS 4, 5, . h 7 RESPECTIVELY: SHALL RAVE A LEGIBLE AND READILY µSIDLE M5RIONG INSTRUCTING OWNER OR TOMMY TO SECURE PANELS WITH MPJMUE REWFORCEMEM DURING PERIODS OF HURRICANE WARNING, TT. ME INSTALLATION CONTRACTOR IS TO SFN./CAULK ALL SHUTER COMPONENT EDGES VMICH HUMAN IN CONTINUOUS CONTACT WIW THE BUILDING TO PRE4EI9 WIND/MN, NM,S10N, 12. STORM PANEL INWA,AMON SHALL COMPLY WITH SPECS INDICATED IN THIS MIND PLUS ANY BUILDING AND MIMING REGULOONS PRONGED BY THE JURISDICTION WHERE PERMD S MAUDE TO. IS. (a) THU PRODUCT EVALWTION DONMEM (PLED.) PREPARED BY THIS ENGINEER IS GENERIC ANTI DOES NOT PpWICE INMANAFON FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE STE CONDITIONS OLVATE FROM THE P.E.D. (0) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION, PURCHASE AND INSTALLATION IHELMOND LIFE SAFETY OF TINS PRODUCT BASED ON THIS P.E.O. PRONGED HE/SHE DOES NOT DOOM FROM THE CORONERS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY. (c) TINS PRODUCT DgDAHON DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (L) SITE SPECIFIC PROJECTS 5HALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJER All WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF 1NE P.E-D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE PLED. ENGINEER, 5HALL SUBMIT TO THIS LATTER ME SITE SPECIGC DRAWINGS FOR REVIEW, (e) THIS P-M SHALL RNR ME DATE AND ORIGINAL SEAL µ0 SIGNATURE OF ME InFE55H1WL ENGINEER OF RECORD THAT PREPARED IT 14. SHUTTER MANUFACTURERS LABEL SHAM, BE LOCATED ON A READILY VSIBLE LOCATION AI 57ORM PANEL GRUMP IN ACCORDANCE WITH SECTION 1709.E 2 OF FLORIDA BUILDING CODE, ONE LABEL SHALL BE PLACED FOR EVERT OPENING. IABELINC TO COMPLY WITH SECTION 1709.9.3 OF THE MORIRA DUROING CODE. .MIT UE.,, om, 26 CAGE GALVANIZED STEEL STORM PANEL eL oRml n GLOBAL PROTECTION PRODUCTS, LLC. IWO 1 Sn[eT erwu IUNIeaF�i'a,q rAi Mf,Yes-eTn °eMV WR 1�Iwy I`"c ln»vI-�ulili• 17-162 3.2 COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG Y/ STORM PAN SYSTEMS L (srxE ) I5.I15' (MT. WipN) , ——IL5p0' (EF6ECTVE vnaTR) —fi 1/t' (m.) .250 1.250' r a.' .1 tl'+-1 ISO. 9.£ Ship p am O I3 1/ifi [,• VOR 1 a C0.VM'rt6n STE¢ ♦SfN aW] �/ ' V �� //� � 2pW 1.5]5 I .ptl+' 1.6I1' \RP I.Spp' .' ' 660Q tupE PL uwR.lU4 60 GLV. XEMUE .2M' .OBa' 2.125• i 1 Q'" 1.0I 5" M I L_ J OO STORM PANS C . • . �I I J: .p0+ .ns' Z1TP.) =1.50 p-J J26 (re.7 ... . T FlE w6TW .V.W,. flt 3QT i0 I AHEE W. ICE Af ENO AT IFiT ypF pr PINFL _ EW iA0] fix5 o 13�_ RW' 95YTi / MM 0 EWE. (N T.S) .Por .067 �a O 90 O KEY HOE WASHER l (^'°�) � do5-N+Au. pLLor 6 KEY HOLE AT PANEL zz4' vm wi' .Otr � ns. O9 SLEEVE 2 1/B"—..—�Irvv7 I MA%. LENGTH N.N, —z.ap0•— 2A, zals0' O7 REV "H° HEADER O "U" HEADER O i.D L ( ) 175V zsp- SLEEVE 1 ` MA%.--z.opo•—. GT 61-16 4LLOY 1 PANEL HANGER w" :fi56' w• �- �p1u..•........ (1 1/4" WIDE) jJ- •]°• ])6• uW2• j111 P p 7�1(I (USE ONLY FOR E-2 INNS STOFN PANEL MTEM) W53-T6 ALUM. µLOY RR- DRR• I Loop 'IqP�. 'e. ® np L_z.p00 .p6D m. ]04' 13 BUILD -OUT "I" 14 BUILD -OUT "F" TRACK 15 & 5® WASHERE— D WINGNLIT TRACK ANGLE (2 3 ALLOY) ALLm) 06 QY "H" HEADER () "F" TRACK Id. 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L- e -OD II•_<• iJ•_D• $SO r2'-1D <SO e'_I' q•_J' 550 600 q•_D- J•_5- .S e'-e- ..0 - r-0• e'-!• SIO }-D• 6•-r SOS q'-e' 6'-1• 1020 6'-J' 5'-2- 1050 0.D !'-I .ISO 1196 6• MAKIWIu .EL I OTX fn) NINIWM SEPARAION TO GLASS SCNEOU E wixn svEm f 1]G m.p.n wW0 sPEm > 11G m.Pl, MNRES1RNNm WSTRUMO uNRES .j We b MINIMUM PANEL LENGTH_(Inl FOR A GIVEN MOuNTINn rmmnlTIAM TEIP OR-T• L- °'�DNOS• .i 'f•TPILK 1PKK BOTTOM uouur x}AOER urnpER °'6 rRAa w c10s�uReis OdEC! IeOUM 4C 32- E2' ES. { 13�(LS SND AN61E ]9' ]2 3 'F' iRIGK SS' 32 ]Y 12- 1 y LSdEwCLOe11P6� 2/4 1/4, 3/4, 4/5, 5/5 & 6/5 'IA! AN=RS (SEE WKEWLE Ql [W/6, 2W/6, 3W/7 & 4W/7 Iyy, SNEas Y min. o j D nS D.M..(3�.U�' �n51--1-I-1-F_1�� +- ��.c�--�-I•-+i-�1-�� (2) b BL ONERNPI B BLF) l +2/6 1/4, 3/4. 4/5. 5/5 & 6/5 1W/6, 2W/6, 5W/7 & 4W/7 NiMOXS (SEE SCXmVLE On lNEE19 9, 10 411, REGULAR STORM PANELn ELEVATION (I Oh.FN -1 NMIE y ) SECTION A -A N.T.S. _ (3) SEE 56 03u fiEJAI rOR MO.. PNlE LEK. roR Pd1 OV4Y.O14 I t RJSYuur�DMAPrtIra WDOD M[ uMrrm 10:95 P,Lt MAY &SM OE9OJ PRESS E RATN6 A5.O. OEEJCJ LS uE p NNL YNiiy MryGIryS rOK B/.1.YOIM�FK S MSFO. ' <L°3L AG •'•• FLORIDA BUILDING CODE 00. HIRN V.2.cft N—Atone Zane) (• N0. 44167 i ` * •a .�* � 9 ' • EEJ : =F•]:yvE[w'%•�tl:r «°'] mrzca v,c ��..� ruuw rzm.R <a w.,:'mi�,u+..Le�. Minim r�r 24 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRODUCTS, LLC, J W. zr sun PiwxE: rys.l6ez-n.r. rJx: d>I)eev-nv] Dine [7-142 y.y • •0[lKl Esomfinp WNhK A 11LLIr L. P{ °MN � WL[1 ] E%6EWG POURED CONLREIE I OT± CWCRETE BLOLN �RfWLRFO. �IMSNEASEIE (SEE S[XEWLCMSH P TXNOIICN 10) \� r�l I 1 ) I 1 1 I � SEPM¢TON ti e�R� I TO MSS. RH�Rm wm Ew51WL •.�(SfE SCHMIE 1 °'m Y"61 1• iAm. GLASS I ON S m 3) I P.D. IENCM I I (m SCNEONE ON S m 3) LE ON �— ROUGH I I I 1 J. M 9AR EI L 1 + I/2• ' I! LLIE LOGTL. JI• Ilin.' 1Y LIG ON N]ORNATE COnNMJ IGTINO K. RED CONCRET: INCHORS OR CONCRETE BLOCK REWIRED. 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NW: (BYMm_xxr 17-142 1 EYISRNG POURED CONCRETE REOUIRFO j .CI PoNNED__ ii CONCRETE I REQUIRED r1 CWCRETE /.NCmO.S Ij (SEE sMEQU E ON —ED.— SKEELS 9 THROUGH ID) CEILING AND FLOOR MOUNTING SECTION 4 SCALE 3/8.1- INSTALLATION DETAILS FOR REGULAR PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES OLTERNAIE CONCRETE M'CHDR9 OZOTION SSEE SCHEWLE N PoVRPo CONCRETE ,SHEflS B MROE POURED CONCRE@ OR CONCRETE BIOCUCONCRETE BLOCK REORO_ REQUIRED, }OMT ON EEL 1' I. � .' LOGTDN CONCRETE ANCHORS I I u� —T PANEL LMN ! (SEE SCNEDVLE ON SHEET B) � I I SOF YLN. i OC 1'IKL ON SEND SH COL....) EG. - EDGE DISTANCE NOTE FOR COMBINATION OF ED OIJq (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CNJ BE SHEETS B d 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. TD GLASS. a ON ID) BUILD —OUT MOUNTING SECTION 5 SCALE ]/aW 'L Wx LENGTH (SEE SCILLLUIE SEPARATIONdRECNmTS i0 GIA55. IS ONNEM 3) SHEET ]) 7ER�%Sl� I 1 ON CN $XF£T ](� ON SH[FT5 V,'sWID"' _ B d ID EDR i GI- q,C �] LEDUL SEE S (SEE SLN[OVLE SMET]) I I I —J E.D, LEHI DF Y• 1 4X. CONCRETE INCHORS (SEE SCREW IE DN 1 1 ___r SnEUR 5 mxaucn 167 ^D 1/8' LONG MW µJMINwa C POURED CONCRETE ICPLOT BLOCK EPAC[R$ O U NO4 N C. VAYD fOR E[ISTIRO POURED COI I ALL. D6WN LOIDS PND PPHCL ED, OR LLOOD. BLOCK (iEONREO. fIIGINS PER SHEET B. `. NAR. LONG 4WIBSPACERS O 'y^yA1 O.C. (SEE TRBE /I ON V 13 1/T TABLE SHfkT9 9 k 10) _ WALL MOUNTING /DIRECT MOUNT W/5PACERS(BiOR Hal SECTION 0 ECNE 3/8=1- .... i <- EN ]LaIIIPSE' FLORIOA BUILDING CODE (N.. HI VBIVGII H—TI,... Zone) ST O. 44167 ] ]AI):ILTCD. u:C 24 GAGE GALVANIZED STEEL STORM PANEL P� s e*•' ` GLOBAL PROTECTION PRODUCTS, LLC. 'Oq•• G' a ' OPM iilavl, _O '•... ippDmLlw�•:' P`` ea Vev m.nu.n:: Vo+i n:-�aa vxeleSLUN.'T." w:(INNBc-n9T 17-142 T.u1GUP/. I�Y111Ip.; vs mvnc x: '•, SII/IDiX>E� w`E 2 PI INSTALLATION DETAILS FOR REGULAR PANEL nl IILITET Wnnn CTVIIrTURES D CPEMs SCNEWLE ON 1 11) ED W%dT�mN:.e LT19 e p-pc EO v EO MON µ N. GTH (SEE LI I.NL OX 91EFF J) HEff i PLAT' WOOD — �\ PLATE REQUIRES 1�- O 12 1/2- O.0 WOOD ANCHORS SIACD[REO w/ STUD (SEE SCHEWIE ON SXEE! 11) W WOOD AM REONREO 11 WALL MOUNTING WALL MOUNTINGCT MOUNT ALTERNATIVE 1W ALTERNATIVE ZW SLUE 3/5=1' SCALE p/5.1' MOTES• u0i FOR OM N T 1. INSTALLATION ME ONLY VALID FOR MAY. A.S,O, DESIGN PRESSURE RATING (p.%f) AND PANEL LENGTHS TOP `Y OOTTOM MOUNTINGS CAN RE AS PER SCHEDULES ON SHEET 3 (E%LEPT FOR COMBINED IN ANY -Al TO CAN ANY ALTERNATE 2V1-) INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCtION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL A[. SFryoo .NUZA[ —A9A f LIAC, LOWS eLLUNV41 SPICERS 0 �J 12 1/2" SHEET 11.) OC (SEE TABLE /1 ON _PANEL WE FEMALE ID OR PANEL WE II PLUS (SEE SCHEDULE ON SHEET 11) DIRECT MOUNT W/ SPACER FA ALTERNATIVE 2W' Sw 3/8-1- SEE TABLE dl ON SHLL1 11 FOR NAY, PANEL IENGINS 6 BAY.. A5.0 DESCH LOADS FOR IHIS INSTALLATION. * NOTE 1, YIN SEPARABON ID LIASS II.ARMO ON SHEET .J . BE REDUCED lO 1/4- IS LONG AS THE FOLLOWING CONDRWNS ARE COMPLIED WITH (1) MN9MUM ASO DESIGN PRESSURE M1INC IS +60, -65 P.,.1. (2) MVINNA STORY P.D. LENGTH IS 71" (3) STORM Ima IN ff.UNpX IS ONLY INiD AN COSTING WOOD iIUME W. (9) ZONES 1. 2 kAJ OPER ASIN ONLY REWIND 1995-06. emn nrt<e. ,c 24 CAGE GALVANIZED STEEL STORM PANEL °1' 0.M� L EC01ec. GLOBAL PROTECTION PRODUCTS, LLC. r.L IA9tIIFn PHOY�199t)zp9->]tq IN: (9]tIL°9-819! °e2 )I' p.rt 9,iu wl�vl 1T-112 V vi-Ivy r L°-W W>19 m �NAA ni a0 A UUW e. vc .01 (SE SNE CEILING AND FLOOR MDUNTINC ALTERNATIVE '+W SLUE ]/8.1• ON (ME SCHEWLE ON SHEET 11) NFA01 REWIRED REW WD00 ANCHDN] I SNEETJII)W� I V MAV. PANEL WEN..(SEE SCHEWLE AN we J) L- —J p 211' w000 REaWREo NDTE FOR CQMM12-,',f1QN OF SM31ON I` TOP k BOTTOM MOUNTINGS UN BE I- INSTALLATION ARE ONLY VALID FOR MAX. &S.D. DESIGN PRESSURE RATING (P.R.T) AND PANEL COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. LENGTH! AS PER SCHEDULES Oil SHEET 3 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPEC19C DNS" OF 0.55 OR EOLi -EaCAnaN LEc II' f .Cp, elwuu m xnb/rrvL o� 1/2- � .i 1 H'rxml' I zs 1 ' Y a 1 1 .,EI/ nAlya /a'.o.c. I I I 1 Hn "WARATION IO GLAS f—ISEE SCXEOUIHMM-E OH SHED ]) 1 Ih1-mn- Z i_ u''iri ou PANELLN LENGTH (SEC SCHCOV I NAA Not7 iT ON SHEEI J) I I I � I I SUS_ I I I I Oi •l J1 I ) uul. i BUILD -OUT MOUNTING ALTERNATIVE bW SCAE 310•1' No. k IMM ANCHORS (SEE $ EOOLE WI SHEET 11) �111M, , N LTO I 24 GAGE GALVANIZED STLSL STORM PANEL .OBAL PROTECTION PRODUCTS, LLC. 0°,0.,V- ow rmorrz.LW)¢va-ma, m: (vwlw-emz i➢-142 u PONPm cola[][. cawamE uipa aP Y..• Paop mu¢� PEONPEO v0 • I X o= . 60fi;-i6 410i COM. µllM. YSIL CASE A (PL_.AN) SCALE H pwvrp m,unF p EwGn[BLOIX bIl-- 1 oLauua�0° FP.uF 1 I I ____ veRlFs 1 v I I z _ I mat ___1_— o/., Y 0.GJ- Lp63-!L 41pY P/.I,LV111] Goof uum.pµgC CASE B (PLAN) SCPIE 1/a :1' ®® .� OR —"Eo n. ,i` eLaizzoP & z.c.�co rP.wX J Min..MCC I.S/r Iw x I/x" Y ..1, Y BVM. INLIL pP JIN-X101 EML6T NLlN, µVN. tlEXx gp1E J N Gp➢ CASE C (PLANT SCALE 1/4-.1• 6'. I" IX LL• Op. x,-IV•SG �I6� 1, µyN,_ ieplp] 0 I]' OC. J. 1 wwEp CASE D (PLAN) SC E 1/4=1• W t.sX OL4Rm wxCA(1(, , POIp[0 WiLxEILy 4 cpxGPErz fiLR% OP [IL9 PµEU R XRIWG IMUI /.1 LWLE Ip NO eN1E1Nw2 — Dnx "Im OV[lLLpp FIFYONp roxCFFIE 9nc✓. ALA T.1'YlCpp iWl,ft vµrts+zRS .� ® & ® rPMIE flEWiPEtl /jv. 9pnpX aP / %In (3FF of aFFI:IM / apRwlE ax EXFLts v, L PIA.i9lf OPENINp VIIOiN) PoVPm CWPAAL, (N:[PrIE P[pWPm ylfy-I y I) XAM.m ,-.,' nMYf 1' 1a 1 I 1 p_ ©•© m® �APIva 1 i Pan e .Nmroflm rYUI 1 N rw vE[L ID X . B.O.!p151410E 9 _ p 1'TrrP.l I ciN M E YIIMXL{NErP xp pN✓FL) s 1 ___m_� CASE G (PLAN) mom. w e Iw IIIL/S V•ALU FOR UMECI MODN1 IIISIµ LklJON ONLY & A. TIL(jT✓ EESURPACE II,��P .1 LLEVEL YMIADONS WITHIN 3/4' CASE E —riPLAN` (P ) CASE F (PLANS ,a�Q,� jGENSp`•.� FLORIDA BUILDING CODE (Hon High Veloelty Nurricone 1 $GLE t / SL:ALE 1p't l' t ? NO. 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PANELMATE PLUS PER ECNEOULE ZANAC-NARIN BELOW M C K-IN MPLICa9LE TO SELTO45 fi IT GQ BjryFN� 1 (TOP) NAYMUM PNLL JR,RN (ICI 5'-6• pL MiS 0 fpOfl[ [ate p/<Tsj[ ro [WmYJiE1F lO yyayR COw bRE i6 m4gtF LOKc[2 pq�h 1]' LO 1x�iE 1]' y�� ftl2N�[IL m,10�1E I]' nCCR[ 1]' 1 � 1]' �p�p1[IE P1J' py�L IJ` CUM[ IS x � 1J' [pMCq[R xI ]• �� 13• CONtxfl[ tlI J' pa�p17E 13' ix LN¢O 11 I/2' L3` IS' u' Is' 1]' 1]' o' IS' Is• u' u' ]]- I (BOlInN) 13 1]' 13' q I]' IJ' 13' I3 IJ' 13' 13' 131 I]` 2 (TOP) u' u' u• q' 1!' u' 1]' IJ" I]• u' II 1/S 1 (TOP) IJ IT 1] IJ 13' 13' 13- 13 IJ' IS' 13' 11. 1/2` 2 (]OP) I]' tY 1]' Z (Bono.) 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B6-6 TO 14'-4 _ _ B 1/4" 8 I/A 6 1/4 ¢ 1/1 0 1/4` B 1/4' 6 (BOfIP) 13 6` IS` I]' 1]` B 1/2' 13' 0 1/i' 1 1/2- fi 1/2 103' 970 IS 9 1/2 IV B 11, f0 1/2 ] 1/2 1]' 6' 1 (BOTTOM) IJ' ] 1/2" 1]' IJ IJ' 10' 1}' 10` 11' B iJ' fi 1/R' 1 (BORON) I!' 9' ll' f0 1/1' IJ ] 1] ]' ] 1/2 5 1/2 IJ• 4 1/2" 2 RCP) T .3 I] 1]' B 1/2 IS' 9 1/R 10 1/2 ] 1/2 I3' 6 1/Y 2 (BORON) p• 0 1/2' 9 1/2" 6 1/2" IJ' B 1/R 2 (TOP) IS' ] 1/2' IS' IJ' 1J' 10' IJ• 111 11' C' IS B 1/2' 2 (TOP) RTOIN ] I3 IS 1] 9 1/2 1] 9 1/1 10 1/2 ] I/2 11 0 1/r 3 (IW) ' ''Ifl" N 10 II 9 1J 6 1/2` J (fOPI 12 I/2'1R 1/R 8 1/4' 6 f/4' 1] 1/2• b t/1' B I/4' 8 1/<` ] BOROY ( ) 0' S 1/Y Y ] 1/1' _ 0 4' 4 1/2' 3' 6 1/2' J' 4 (TOP) 12 t/2`IR 1/2 fi 1/4 6 1/4 12 1/2"12 1/R' _ - B 1/4` 6 1/4' 1 (BOIIOIA) ] '''4' B' • 1 1/1 S 1/2' 6 1/Z' J 4 DOP) rl3' - b - O - 8 - 5 1/2' - ]/R' (Bono.) 0' - B° - 'B' S I'2' ] ll 13 IS 9 1/2' 1]` 9 1/Z' 10 1/Z` ] 1/2 S' 'S 10' 1] 10 11 B 1}' 6 1/2' 5 (TOP) T 1T IS' IJ' 9 t/2' IS' 9 1/2' 10 1/2• ] 1/2' IS' 6 1/T10' 1J l0 11' B 13` 6 I/2' S.(BORON) S 13 10 1/2' 1]' ] IS' ]' ] 1/2' 9 1/2' IJ" 4 1/2' 8 (TOP) 1]' 6 1J' 1J IJ' 0 I/2 IJ' B I/2' 9 1/2' 8 1/T 1Y S 1/2 6 (IBP) 6 1/<' 6 1/4-B 1/4' 6 1/4' - 6 I/4` 6 1/<' 6 (Bon.•") B 1/<' 6 1/<• 8 1/4. 6 1/4' 6 1/< 0 I/a• 0 (BOrt••) SFE BREEF 11 [pp YICN6P5 , N sp," TM NSTµ -R M wt0 EP, FRI [NpWNf3. < MRMMm 0.•ICNOR Sp .a Wp YMWUY EDEF CRINH E ME .1.EN . yrymNF. PO4 Ca,MaMIH adLJTTO ON RCIIEBIRE REEMEF YYRM EPACW[. W URMIR T, SPKJN6 SNMJ NI su1mU[E er 1NE FOLLOv.IxG F.cr�Rs. mR Fw5 —FOI` TO BEPOSSIEI E RFmu;m va `R "UNNm Usual FAC[M SNAIL NOT BE L. MAx N... SFAI, O'I OR e . A,,.F twE on tws z<I¢EUE. ANCHOR TYPE 1/rc . 1/4'. 1/4'P 1/1'a 1/4•e iyLry1 SR PAN %'LMNE YWG_XMIN Veixi/1 .."I.ANCIOR SP.aCW6 Gn) J E A. MMIMMM trNE m1.•� NN E I/z' r ] In• mRAxa le.Ml mOmo IN !Vr a1/Y !In 2Ih' AC1UM EDGE OSUAl10E MD 1 I FACTOR I Ve' E tn` S OM 1 W pBt I.. •' SPPf]NGS'ONLY VAUD WHEN SPACER 9 IS USED. SEE TABLE #1 FOR MAX, ASD. DESIGN LOADS & MAX. PANEL LFNGM WHEN SPACER ® IS USED: TABLIF #1 C A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS > 40 PSF TO 5D PSF e'-2- P SO PSF TO 60 PSF 5'-IQ' & MAX. PANEL LENGTHS ARE ON �Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ 1 S91 SPACER AT 12 1/2- O.C. N0. g41D1 "017 mrstl. Fc 24 GAGE GALVANIZED STEEL STORM PANEL NL GLOBAL PROTECTION PRODUCTS, LLC. G......[i`va." NP P .[Iq.6 ".1,lv[m 1]-142 PPwMS Nw KWOel9wm volm. paw u. pmn w (VALID ONLY FOR PANEL 1Q INS' WSIMUN ANCHORS SPACING MR I - A5 SHOWN ON SHEETS IF h ➢IPCON U4 SCRflV PANE V PANEW iEMAt£ 10 P US WOOD M - - 6 1/4' I2 t/Y 8 1 e- e- 6. e• e' 6- e• 6- -IS IS 13 I]' IS' Q. 13 $ 1] IJ 13' 13 61 IS• 1]• 9 6 I/2• B I/i' 6 1/2• 6 1/2• 6 1• — 6 1/4' 12 1/2 6 It a 1/z• 6 1 6 1/z• _ 4 1/ 1/r 7- 10 I/2' 9 1/2• 12' Ip• I3• I3• 13- I3• �. 6 I/ EE TABLE 01 FOR I AS.D. DESIGN LOADS & I 'SM. CORRESPONDING ONLY TO ALTERNATE PANEL LENGTHS W 2W' ON SHEET 6 AS PER ALTERNATIVES 1W THRU 4W, ON SHEER 6 & 7) '�� OMI P EL X. AS➢. mm"I UM N6NOfl3 SPACING FOR ED, AS SHOWN ON SHEE15 6 LENGIN PRESSURE & ) MPLICR6LE TO NNIIMVN RT°" Ev Y' ilU RATING (P eIJ TMCON UG SCREW PANELMAIE PANELOATE ALTFRNirryE, P.WEL LENGTH I'EMALE N PLV9 WOOD tlUSNINC C4M�1 Py a, v 9 13" u' or T l (rc) ROY) IJ' li" IJ" IJ IJ IY/ (iGP) 6 I 2• IJ` 1J" B IWIW (WR011) T.•) S'-0' DOP) oR LESS t J I/2• n. 6 I/i' $W (B'Jir,•) 5'--0" RIN) 8' OR B' B' = iN ,lllwm�,n LESS -2S >s•_0• _ _ •.• = pz- s 1/Y s 1/2' xry (rDP) 10?�1' a 1/2' s• J 1/S 12 I/2• 6 IH• (901i.•) >s•_0• 3• 5 1/2• B• 2•_5• MFAR EJ1 & &S.D.N LOAD MAXIMUM PANELLEI LESS 6'-6' 50 PSF W-2- 60 PSFA MAX.PANEL LENGTHS ARE ONLY VIO10 FOR INSTAL W/ PANEL MATE ALE ID OR PANEL MATE PLUS ANCHORS & W/ SPACER AT 12 1/2- O.C. 1,11 O'La���EP6EN3 �/T�� No.44167 E; MAC PANEL ON SHEET 6 24 GAGE GALVANIZED STEEL SIORN PANEL 11 C Olx a. GLOBAL PROTECTION PRODUCTS, LLC. 0eat' wvc Lvsll6m-uo EM IvaOtaeam 17-142 INSTALLATION DETAILS FOR LIFE S FETY PANEL (� INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES MISTMD WRI b VPCON .1ma G0VRE0 I/10 t 02. Acc.Of 27 ANCHOR Nc,TmCRUE OR µmW I C V M... vAN¢ TENON (SK EI MfON ON SHEET 1$) A MG P u D• O.L. µ'NON O Q. O.L. FgS11rvD POMFO CoxC11EfC Oq EgSiWG PoIIPEO CONCRER OR ONCRELE BLCCF REWIRED.—(.'ONCRCTE DLOCN REWIRED. SECTION R-1A SECTION R-7R ® RE U eR PAN Lc ® LIFE S,_ AFETV RANFl WALL L/OUN71NGc SEE SIR'fi5 15 k IR fq(A4LXDR5 M1W k SPACING MR VSS/tldigM Mfp YWY AVOKF TWF 1/�•' lI➢ffw YYtyIYA A4LIYA SKIING IR) fNC11bi SVMINC$ µD NXMM SM{ D6TANCE NE NBtlCMFp N1 i145 PxM M) •w�RRLI ON $LXFa4F RFDDK AIg1DR yACN1EFD Ot' WL K. 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FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO RE SOUTHERN PINE N. 21 W/ SPECIFIC DENSITY OF 0.55 OR EOUAL. 21f PLATE REUW A. A T RNATIV R— BW ® LIFE SAFETY PANFI ul. VANO 1 112) 2) ..,NIP. N. NO. AM11B 24 GAGE GALVANIZED STEEL STORM PANR �i-:;gyym �2R? IL�ECO,NP. GLOBAL PROTECTION PRODUCTS. LL 17-142 w EZ1/1B, EZIW/18 *sc..s —] uvr, IEEE SECIIOII F31 H 41ERNAlNE nI. ON SrvEET 19) Z R (ER NOTE $) JD 11 Y1 10 LSE< r .,PC EN s. 9 xolE s) r/cn Enos . _ or ] SEE NOTES I I PANEL LENGTH I Of "L INX, I _I 3' Yes. SEE NO$f s—i J"W.L Ym. TIOtE] N;JW/�O _$FEED 1 i ON.. . (SEC SCCIION a, H tLTERN IT . rvE E31W ON SNEE1 IB) EZ1/I e, EZ1W/IB TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL 1) SYSTEM(t) _ SCALE: 3/32"=l- $ fi9].QJl1 phldly 1/A" AF, GPY V SECTION A -A SCALE: 3/32"=1" IASI PMM(D TO BE'INSTAMJEO AT EACH OPENING SMALL ALWAYS BE PROVIDED W/ REAR HANDLE 1) FACILIGIC INSTALLATION IF INTENDED TO BE MSTALLED MM INSIDE OF STRUCTURE, t INSTALIADONS 0l4Y VAUD FOR WIND sPEEo uv ro nD m.v.n. 44167 L� E C O ,„�. 24 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRODUCTS, LLC. � ��'�� a0.Y! 1E511naYH a , ,SDD a! 1 vQa G EgSNJG POURED COXCREIE OR CONCRETE SLO."N ANCHOR O 13' A pul 1/<m'AA.. FYISNJG PoUREII ANCHOR O IZ' 0C. .....e..� .... WALL___ MOUNTING SECTION ED SCALE 3/8=1" �� * MIH. PANEL lENL1H 1. INSTALLATION ARE ONLY VAPID FOR Ida%. A.S.D. DESIGN SHALL BE 2-6 PRESSURE PRESSURE RATING +/- 40Z P.S.1. AND 6•-D' LWI PANEL LENGTH, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL. C._O. MRI(. —1 PANEL LENGTH # SOS � � 1• 1 WALL_ MOUNTIN4`- ALTERNATIVE EZ1W SCALE 3/8=1" A. YGIN R No. 44167 ? <:uN mrzca c. _ •_��••] „", one co • 29 GAGE GALVANIZED STEEL STORN PANEL * _"i IL�E C O ,„a, GLOBAL PROTECTION PRODUCTS, LLC. °°�" ' • ru xc owPn xa r.,m..'cwa`�. . sn. a, n�. °n°xL, 17-142 oAA. w ., ...... � m*nnµcxe , ry and G,fl e�iaw�e,�.ox n�-�e], rt exexe: (9c.pas-]s.a rµ Iesaleev-nn .. /it• d- 0 n