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HomeMy WebLinkAboutREVISION - BUILDING PERMITOFFICE USE ONLY: DATE FILED: FILE `CSREVISION T `Sp'��9ef'®P1V PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVENUE REGFS�tiO FORT PIERCE, FL 34982.5652 462.1553 91�2� (772) MpI p artmeot APPLICATION FOR BUILDING PERMIT REVISIONS \e CO PROJECT INFORMATION pecm�tU�� st• LOCATION/SITE ADDRESS: F�Nt P�r�ts-�Fl�}a51 DETAILED DESCRIPTION OF PROJECT REVISIONS: fl�C SktU�Z� R�V1S101� � ►M_M_� � 1 � I� � ' 1 ` STATE of FL REG./CERT. #: GB C Cl5-I BUSINESSNAME: L%JIKVL IJ W40 QUALIFIERS NAME: W kpf 0,• Sup NI ADDRESS: 3L°I$ Zama CITY: U1LL1 STATE: PHONE (DAYTIME): %13 - 6OL- YOa 5 NAME: a-4 ST. LUCIE CO CERT. #: ZIP: 34 6 eµ FAX: t4 lk CITY: WACKTPta-- [Oa91:9-$ STATE: GA PHONE (DAYTIME: Ljo'I- Kos- V43 FAX: _ ARCHITECT/ENGINEER INFORMATION: NAME: 0\4WO'K 4 y-yw ADDRESS: 300 %Vc SLDE CITY: AIhQLjV'• PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 ZIP: ZIP: 1 L ECO .NC TILLIT TESTING 6 ENGINEERING COMPANY September 18, 2019 Mr. Tim Robinson "VISION Managing Partner Global Protection Products, LLC. 4800 SW 51 Street Davie, Florida 33314 Rn_ 06gq tiltecoCaol.com FL P.E. Lic No. 44J67 FL. C.A. Li� No. flM719 19-070 ttecsveo ml 0 81010 Per StttLUc a county nt Re.: State of Florida Approval Drawing #17-142. Additional limitations for use of Component "9A" (sleeve=spacer) for 24 gage Galvanized Steel Storrs 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 "W may be 1 %" Long if the following additional limitations are complied with: (1) Installation is.limiied 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 "9A" (panel mate female ID or panel mate plus) shall be spaced maximum at 6'/<" O.C. (this is a restriction from 12'/z" 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 '/ 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 (61Edition) of the Florida Building Code. Sincerely, Walter A. Tillitir.,'P;E."_ President Tilteco, Inc. 111IW2019 Fmdda Bidding Code online •SllT.�vd4�p'`F1l4Ai�M1lllpt' V Y!.snk yy !e I nL15 Xana leg In b p y hlnn Mol icon SuaMl swebape an -din" p b `wu_u' R.p tabor PmdaRAppmynl uhanswNRgl., ampe6e1m�al.Rse1+ >6eF11n0p"u•>Awaaema w.v �lttsi4(Ai* Its' FLi FLL50>6-RS /3 *FL ISV-7(,-I Application M Revlslan 1. i Code Vernon 2011 �. 4Q• Application Status Approved Comments Archheed Padud Manufacturer Global Probarinn PreMutts, LLC. Add"ss/Phone/Emald 4800 SW Slat Street F100 Davie, FL 33314 (954) 6B9J545 Rm.roMnaaoommmrt.mm Authorized 5ilimin a Tm Rnhlnsnn Ilm.roblven�gppentmm Technical Representative Tlm Robinson Add ese/Phpne/Emall "OD SW Sid Street Davle, FL 33314-5337 • (954)68B-7545 tim.robinson®0ppentmm Qualiry Assurance Representative Address/Phone/Emall gteOorV Shutters Subcategory Storm Panels Compllanre Method Evaluation Repblt from a "and. Registered Amin bect are licensed Fladda Prafinson d Engineer Evalumlc n Report-Ham.py Received Fladda Engineer or FrchOed Name who developed Me Welter A, Tillit Jr., P.E. Evaluation Report Enron utease PE-44162 Qn.14 Assurance Entry National Andedl2tlan and Management Thumnote Quallry Assurance Contract Expiation Date IV31/2020 Validated Ry Into W. NrlexevlN, PE Velldstion ChecNist - Nmdmpy, Rewind Cerificate of lndependegce ELIS076 ps_ CEl OF INDEPENDOMADIF` CERTIFIcannN OF INOFPFm FEE_ Refvenced Standard and Year (of standard) Standard Nea• ASTM E330 200E SSTD 12 1999 TA 2011202/203 1994 Equivalence atonal standards Certified By h11pe:9Dgddatudddpgorglpr/pr Epp dtl.aspx9param-w EV%Ow10quS23F/ ,IIPd36eMIWFUGM,i EWU2s96SIX dvg%3d%3d I 11lIJ2019 Flodde Building Cntle Online Simons from the Cade Product AOWeval Method Method 1 Option D Data Submitted 08/31/2017 Data Validated 09106/2017 Date Pending BBC Approval 09/11/2DI7 Date Approved 12/12/2017 Summary of prmuctc FLa Moen, Numb.. e. xaea Oezralpuan 150}6.1 20 Gage Galvanized 5[eel5term Currugeted Galva Wee Sfeel S[mm Pane[' uselned or not by Panels/HVH2 tacks to provide hurrldene pmtettlon. Limit. of Use Approved far uce In HVNZ: Yes natallR nc n tr [nrtallallon Instructions Approved for use Outside HVIIZ: VP. 143 }n fAf.F fa u Design Resistant: Yes Design Pressure: of Verlfletl By: waiter AATlllit lr., It. pE-0416J Other: bye mouth 1-ItO pestilent with Maximum span of Geatetl M1V Independent Thlb party: Ves E eatdllon Indepen 12-4• for s or -43.8 P-1. ASD Oeslgn lead for mgular xvids f lc0}R a Is. sheet a & 10). Nmorrom span Is a..a- far IJe safely panel 1 andSto-for E-Z hung panels. Crta[ed by lnde0enden[Thlyd Parry: Vez I50)6.2 24 Gage Galvanized Steel Ss0nn Cptagated Galvanitea SOeat Slann Panels retained or not by PaneI�NNVHZ !parks to Provide tampon. prooddI . LImM of Use Approved for use In N VNZ: No In.talla[len Inrtrvnlenv q s Approved lOr Yie oYlaltle NVNZ: Yes 14} ]4 C.AG, G. VAM1'IJGn eTFF CT Ver a BSYi wailer A. Tllllt 11, P.E. PE-44161 Iodated Assistant• Yes Design Preaaure: N/A Other: bye missile Impart resistant wIM Maximum span of Created by Independent ThIN parry: Yes Evaluation Report 12W for +1-20 psf ASD Oeslgn load and l3'-0• far i/- 2a pip, s c ASD Design load for regular panels mounted without N'header pac411 respectively. See sheets 3,5,9,10, 11, 12 A 17 of lnrtallatlnn Cre#Pd by lntlepentlem Third Pnty: Yee orielnts for after spans and pressures base dfu mounting mnemons. (Pala.1ls::2I, Wilt smuDme.vdmeveenn2sa me... Is' suns n,:nm:1.1 At rmeavr. field. we n Appm.al.,rnew: ©a0®® Credit Card Safe hUpall%dd.buiNing..Mipr/pr npp_dlfe5px9param=wGEVXOw10qu52JF22yipd06eMUAFVFUOTAznEWUZA6SMNdvgh3dN:3d 12 I L ECO INc. TILLIT TESTING S ENGINEERING COMPANY PRODUCT EVALUATION REPORT REPORT NO.: 17-0803.07 DATE: August V, 2017 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Slam Panels PRODUCT NAME: 24 Gage Galvanized Steel Storm Panel MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street Davis, Florida 33314 1. PURPOSE OF EVALUATION• This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC , Rule Chapter No. 61G20- 3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2:1. PRODUCT EVALUATION DOCUMENT fP E D 1- Drawing No. 17442 (revises Drawing 15-022), titled'24 GAGE GALVANIZED STEEL STORM PANEL", sheets i thru 18 of 18 prepplidlipTVeco, Inc.;'signed and sealed by Walter A.Ti11iL Jr., P.E.; dated 08/01(O'C,�'�t;klrjr' is an Integral part of this Evaluation Report.r 1�Q;..•`,CE..... ✓'. 9; e N0.441E 1 a-9•• I 7pMAL 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166- Phone (305) f6 -1530 - Fax: (305) 871-1531 1101)11 T EVALUATION RENMIT NO. 1I4e]0&0) 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., Roriz Moroz, P.E. and Henry Hattem, P.E. and Report No. p219.0"9, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hallem, 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, ReportNo. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No, 101<10-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE- 24 Gage Galvanized Steel Storm Panel has been verified Io sustain wind Pressures. Maximum panel length shall be as indlcated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 17-142. Maximum Anchor Spacing shall be as Indicated on sheets 5, 9, 10, 11, 13 thru 16 __and 18 of 18, of Product Evaluation Demmerl�r(p,6.gj� drawing No. 17-142. 24 Gage Galvanized Steel Storm Panel hal�11E'�*%Ali4d (eccode compliance to work as a non -porous storm shutter assemlka s.nnr�,x >rioo kre.,d..,w No. PRODUCr EVALUATION REPORT NO IJ NOR RJ 5. INSTALLATION: Installation shall be performed strictly in accordance with details Indicated on sheets 3 thru 8, 12 thm 18 Of 18. of Product Evaluation Document (P,E.D.), drawing No, 17.142, Minimum separation to glass shall be as indicated on sheets 3, 6, 13. 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 17-142. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 17- 142. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 17442. , 7. LIMITATIONS AND CONDITIONS OF USE: 7.1, m Shall be strictly in compliance with General Notes No. 1, 8 th14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.I, drawing No. 17A42 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITI' 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 Weller A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). GENERAL NOTES NM D FOR R - ). 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PEIl) HAS BEER VERIFlED FOR COMPLIANCE IN ACCORDANCE WIN THE 2017 (Glp EDITION) OP THE FLORIDA BUILDING CODE, THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAW-DADS / BROWARD COUNTIES), DESIGN WHO LOADS SAN L BE DETERMINED AS PER BECTON 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS DECLARED BY THE JURISOICTON WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DIRECTIDNALRY FACTOR KD•0.85, USING ASCE 7-10 AND SHALL NO EXCEED THE MAXIMUM (AS.U) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 1HRU 12 6 IT, IS IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOOS DETERMINED PER ASCE 7-10 SHALL Be FIRST REDUCED TO A.S O DESIGN PRESSURE RATING BY MULIDEVING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.SM) OESON PRESSURE SWINGS INDICATED ON SHEETS 3. 9 THRL 12 A, IJ, IB. IN ORDER TO VERIFY THAT ANCHORS 014 THIS P.TO, AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HRY USED IN THEW ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.0.5. 2015. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFlED IN ACCORDANCE WITH SECTION 1609.1,2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST U9 OF SOUTH FLORIDA REPORTS F0811 01-0I ME J0219.02-09, AS PER SSTD 12-99 k ASTM E 330-02 STANDARDS, AND AIMERICAN TESTING TAB SOUTH FLORIDA REPORT p)23.01-10 AS PER TAS-201 AND TAS-203 PROTOCOLS, MD AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE FLORIDA BUILDING CODE. 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALTO' AND TEMPER, (UNLESS OTHERWISE NOTED), SEE SHEET 2 3. ALL ALUMINUM SHE" METAL USED AT CLOSURES SHALL HAVE 3105-1114 ALLOY. (C) - 1/40 TAPCON ANCHORS, AS MANUFACTURED BY LLW. UILUEX, INC, - 114-10 PAMIN ATE FEMALE IB AND PAHELMATE PLUS ANCHORS, AS MM'UFACIUREO BY ELCO CONSTRUCTION PRODUCTS, - 1/4"0 U.G SCREWS PER NA,S. 2/16"0 II 5/8' WOOD BUSHING, A6 DISTRIBUTED BY ALL POINT SCREW. BOLT k SPECIALTY CO. C.1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2- FOR ELCO PMEUTATE PUS AND PMELMALE FEMALE ID, 02) MINIMUM THRUMMED PENETRATION OF LAC SCREW, IHTU THE WOOD FRAME UNIT SHALL BE.I I/2', NO THREADED PE14URAIIDN INTO STUCCO SHALL BE CONSIDERED AS PART OF THE RECURRED THRUMMED PENETRATION. C.3) MINIMUM EDGE DISTANCE OP TAD SCREWS INTO WOOD SHALL BE AS INDICATED IN THIS GROWING CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/81/4" 0-20 SCREWS USED SHALL BE 1 I/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1° MINIMUM FOR WALLS "IN NO STUCCO, CS) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANLS. STUCCO OR WOOD UOARDS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS MENTIONED IN CA), CZ) h CA) (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS Or TIE ANCHOR'S MANUFACTURER. B. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOV/INC INSTALLATION METALS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4, ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, AMA A-653 GRADE BO. MINIIAUM, G-60 GALVANIZED THROUGH 5) EXCEPT THAT HWOEflS© 6® SHALL. NOT BE USED, STEEL DESIGNATION W/tt. 02.2 ksi (AFTER ROLLED). 9. R SHALL BE THE HESPOHSI9ILLTY OF THE CONTRACTOR TO VERIFY THE SO S. ALL SCREWS i0 BE STAINLESS STFSL 304 OR 316 ART SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50010 W/ 50 Fsi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION Nn 334, 6. BOLTS TO BE ASIM A-307 GALVANIZED STEEL, OR ASI 304 SERIES STAINLESS STEEL, ON 36 kei MINIMUM 'COO STRENGTH. d, ANCHORS TO WALL SHALL BE AS FOLLOWS: LA) TO FYISTNG POyREQ PCON ANCHORS AS MANUFACTURED FA T.W. BUILDER. POWERS (Min. FASTENERS INC. ps 1.) - 1/4. 0 v 7/0' CAIX-IN ANCHORS, AS MANUFACTURED BY POUTERT SCREW, INC. (MiI ° 3/4' $OLIO -SET ANCHORS, AS DISTRIBUTED BY ALL POINT STREW. BOLT h SPECIALTY CO. (Alin. 1 PAND psi.) - 114-O MAC NMIE FEMALE ID h PMANUFACT PINS ANCHORS, AS MANUFACTURED BY ELCO CONSTRU[TION PRODUCTS. - 1/0'0 ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY PoWFRS FASTENERS, INC. A.1) MINIMUM EMBEDMENT OF UPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4': 2" FOR ELCO PANELLWTE AND 1 3/4' FOR ZAMAC NAILIN ANCHORS A2) CALK -IN h SOLID -SET ANCHORS SHALL US EMBEDDED Z/B" INTO THE POURED CONCRETE. NO EMBEDMENT I1110 STUCCO SHALL BE PERMITTED. 1/4°'0-20 SCREWS USE. FHALL BE I 1/Z' LONG MINIMUM SHOULD STUCCO EXIST. AND I" MINIMUM FOR MALLS \VCR NO STUCCO, MU IIAY BE HEADED "all" OR ALL THREADED SCREWS VI/0 HERB, BUT WITH WAND NUTS. A,3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, 11111 OR WOOD BOARDS BE POUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL .E LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN A 1) AND IN A2). UNDNEBB GR THE STRUCTURE WHERE SHUTTER IS TO EE ATTACHED TO INSURE PROPER pNCHOBAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR MOOD FRAME BUILDINGS. 10. EACH REGULAR STORLI PANEL WHO LENGTHS EVER 90-. AS PER SECTIONS 1, 2, 4, 5, 6 AND A1IERNA1lVE5 IW. 3" k 41V ON SHEETS 4, 5, 6 h Z RESPECTIVELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE PANELS WON APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING, L. ME INSTALLATION CONTRACTOR IS ID 5LAL/CAULK ALL SAUTIER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/FAIN INTRUSION. 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAWINO PLUS MY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. U. (9) THIS PRODUCT EVALUATION DOCUMENT (RED) PREPARED BY THIS ENGINEER 15 GFAEHIC AND DOES NOT PROVIDE INFORMATION FOR A 511E SPECIFIC PROJECT: L.P. WHERE ME SIZE CONDITIONS OLVAIE FROM THE P.E.D. (U) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON MIS PDO. PRONGED HE/SHE DOES HOT OEVLUE FROM THE CONDITIONS DETAILED 014 THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 15 THE COMIACIOR'S RE5PONSIBILIIT. (c) TINS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (E) STE SPECIFIC PROJECTS SHALL BE PREPARE. .1 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 1HE PROPER USE OF THE P.E.O. ENGINEER OF RECORD, ACTING AS A OELEWTEO ENGMELR TO ME P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER 131E .511E SPECIFIC DRAWINGS FOR RENEW. (e) THIS P.E.D. SMALL BEAR THE MAN, .0 ORIGINAL SEAL ANN SIGNATURE OF THE PHOFESSJUAAL ENGINEER OF RECORD THAT PRCPARED IT (a) io X TmG CON aE1F BLOC:< wdO_ ASTM f-90: - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY I. T. 11. BUILDER, INC. 14, SHUTTER MANUFACTURER'S LOU. SHALL BE LOCATED ON A READILY M518LE LOCATION AT 510RM PANEL SHUTTER IN ACCORDANCE WITH SECTION 17.9.9.2 OF FLORIDA BUILDING CODE. ONE LABEL - 1/4' 0 x Z/B' CALK -IN ANCHORS. AS MANUFACTURER BY POWERS FASTENERS INC. SHALL BE PLACED FOR EVERY OPENING. LABEUNC 10 COMPLY WITH SECTION 1709EL3 OF THE - 1/6b X 3/4- SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL PRINT SCREW, BOLT 4 SPECAUV CO. FLORIDA BUILDING CODE. 0 ID ND PANEUMATE PLUS ANCHORS. AS BY ELCO CONSTRUCTION PRODUCTS. - 1/4" 0ZAURCC WITHEMALE ANCHORSALAS MANUFACTURED BY POWERS FASTENERS. INC. �AATI<<ij: 3.1) MINIMUM EMBEOV.ENT OF TABOUR ANCHORS, ELCO PANEUUTES AND ZAMAC NMLIN ANCHOR, INTO THE CONCRETE 115j11V,`EP 55 P ! •"'•. ✓ 4. E BLOCK UNIT SHALL BE 1 t/4". FLOgIOA BUILDING CODE (Non High V-1-0y HurtiC.N, ZP, 8.2) CALN-M k SCUD -SET ANCHORS SHALL BE EMBEDDED Z/B" INTO THE CONCRETE BLOCK UNIT, NO EIJBEDUENT INTO t A -.1 Cf•' No. A�4 % T} i T °LR� ° 24 GAGE GALVANIZED STEEL STORMTIMELSTUCCO SHALL BE PERMRTEO. f/a° 0-20 SCREWS UEEO SHALL BE 1 I/Y LONG MINIMUTA SHOULD STUCCO EXIST, • 155 v-"�O 1 I' MINIMUM FOR 4YALL5 VIITH NO STUCCO. GLOBAL PROTECTION PRODUCTME IN CASE irvAT PRECAST STONE. OR PRECAST COIJCRER PMIELS, SiIICCO OR W00D P '(y mx xPxa mG c°MP° '>ii°B.J) �_ BWROS BE FOUND ONTHE WAU, ANCHORS SHALL BE LONG. ENOUGH TO REACH THE MAIN STRUCTURE BEHIND WS" o n): •"� ;'�, = !umf -� `; IW�TU:11 O'`° mono (Nsgs>v-n5>, CAI: fesg5>9bEASTMG SUCH PANELS. ANCHORAGE SHALL BE AS ME ... NEO IN OT) AND IN Ol).N. n se in COMPONENTS FOR REGULAR LIFE SAFETY & E Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1`) ,A- (TOT. WIDIN) (EFEB., Yn D" -{IIErnNEo ma- ,nu. mlcx EDGE WLVPNIZET STEEL b A69J GRIpE 00 NIV -BEfYL • G-6° C4V: PAYp,S SHLLE GE WSNI M NWAVS iROb IErT iO FOW W/ I/x' UU, ,1 ExB AT IEFT SIDE (, FAVU, 1 ©J » TVa. I �'t" 2: IoD• "EMME .50" EocE - I J DEW L A PM'E['S VA) LIP IV/ H£MM[O [pGE�1\ J 1]J 02]D" i BIT /Sx50. �2591"� I� XEMME-,y / IAO]' p.6E5' --2.250" 1 —� h ISOMETRI VI W DETAIL A 2W I- )501 HOUNDED CORNER O ENDS OF PANEL'S 'JJ 1 ^951� t-2 J]B•--I NO LIP W/ HEMWED EWE. UIT,S1 $500' J.zlsa' DT2• I 08, (BID.) 3 D O KEY HOWASH ]L ER 105-M154 ALUM. ALLOY 212<' (7) REV. "H" HEADER 3Tq'• ]II' 696" l.fill" � Den' L—z4Dp'—I ' 13 BUILD -OUT 1 r TRACK ANGLE OY "H" HEADER J50 LQ£AVNp flMIED .19B" .UB6" fl O txlL/T O.C, .310• ("Y BE RNEzro) I 7 64U. — 68` L 71 LS�OR. e Oja. 1.015` SEE nM I (3) "F" TRACK ® ANGLE WITH STUD © KEY HOLE AT PANEL ,.zsD" oer 0B SLEEVE 2 1/R" — ur ns IAAX. LENGTH �P') —z000 2.doD' I-.na• I29" z.o 1 W. (tte) i Oe "U" HEADER O To B. I". I L x. ll"U' L.� 9� SLEEVE 1" MAX. --JDDD• .JBe:; east l' (�iEov DO ANGLE 11 "Z—MKK ��50• .Uez' .,,D• '.x,5• MIN. I` )DOD', I,I xS• B4D' I1 e6o [—Ill'.0 �As MIN. c ® ssD L L, SEE SECM1pNS J '090" MIN. , L '$ MIN. ]Oq' 14 BUILD -OUT 11E" TRACK 15 & B� WASH R O WINGN T (2AMAC 3 ALLOY) .024- (mm.) GPLVNi4ED STEEL O.JfJ _IS 0190'OR DEETA/L-1 4i ]• J.TSD' zsD` 1© PANEL HANGER (1 1 /4" WIDE) (USE ONLY FOR E-2 HANG STORM PANEL SYSTEM) 6053-TG PLUM. ALLOY 0, 4A16T 1 * * E. Ce1 'I"E 4 0. �( EXIN. CO: 21'GACE GALVANIZED STEEL STORM PANEL N.E =PROTECTII,�ONPRODUCTLLCN [flIIeX�euxpsvi,n......rm U5,)eps-mar .. 12-142 SINGLE PANELSn UHBE5TBAWEO AT TOP OR BOTTOM wim-TR,mcx ni ORCB) & MAXIMUM PANEL LENGTH "L+^ OR "L-" (H.) G .A.... ASD. B-IGN PRESSURE RATING (9,211 (a or -) CONCRETE k WOOD INSTAWTICNS f L1 L- OF 25.0 IR'-0- 1/'-0' JO.a 11'-C- ISO S. 9'-6' B•-9` 55.0 So D ISD B'-0' I'-d- JOO ROD 65D r-o' 6'-s' PC O'_9' 6'_p' 9ED 6'-9' 6=O- IWP 1.5.0 iyoo T50 6' 1196 SINGLE PANELS M RESTRAINED AT EACH ENU WITH TRACKS n n SE N o'm O. M••�/J'• DIRECT MOONlEO T EAfH EN 4 O' " MAXIMUM PANEL LENGTH®, OOKO MAXIMUM AS O DESIGN PRESSURE RATING (PaQ (N ar -) CONCRETE k V/OED INSTALLATIONS f L+ L- "D II'-1' NY-P' 35.0 30.0 J50 IO.O 15, 500 e•-r a-r ROD 690 MB 1'-5- 6'-II' 15.0 >'-)- q'-6• SOP 7'-0' 6'-3- GIG 1-0' 0'-]' ROG 6•_9• 6•-1' 95.0 6'->' S'-10' IM.O "GO 5•_I• 1150 1196 d MAXIMUM PANEL LL .D, Im) MINIMUM SEPARATION TO GLASS SCHEDULE WIND SPEED < 1] m WINO SPEED a I)P m.p.N UNRESTRAINE9 RESTRAINED ITACREGGLANED I RESTRAINED 30 OR LE55 >90 TD 145 1• f" ) 1/1. ) 1/2' >iym IEAJ 1.I" - ) I/r EEIMILI111A OAI]PI I S`MP_TO /!-\ EAe 1.5VL5" 9UI -Dirt RUIW-OUT TGP DIRECT "h' 'll' 51U0 'F• T }PAOK 'F' DDIN BOTTOM MOUTH 'READER EAGER µLIE }FAIN ,HgE W/SIOE COSINES OIR Eti IAONd eG" ]2' 3T 35' S5' S0' S0' 4 LS'%L5 STUD µGCE JS" 32" 32" IV 42' SR JO' 3 T' 1FACK 95' 1P- 3T 42" 61' TO' 80' ! BU LO-bJ 1PA[K ANLIE W EIOE CLUSugFS SO'N- 3R' GO. 60' A.. S6' 1 K wUILEi 50" 32- 32' D uPFS 38" GO, S.- S8' D.M.,03 . C D3 orE - 1/d. ;/4 A/S S/5 L ./4 -• ' 1 W/6, 2W/6. 3W/7 & 4W/7 1• A. ANCHORS (SEE SE ON SNEf)5 8. 10 &1&11)1) N. MA% 1 O UNBOLTED (SEE PANELS SECTIONS AS -1, BOLTED PANE-W/ I bm-20X1' 5.5. IA.S BOLT VI/ Q9O APPLICABLE) , EA. Ov (SEE SECTIONS AS APPLICABLE) O Li-Ll Jrr / 7 O O O J O 3"'AIA. --I• MIN. 2/4 3' M 1/4, 3/4, 4/5, 5/5 & 6/5 P M In/F, a,r/vr Gn/I . 9W/I ANCHORS (5EE SCHEUULE OR SHEETS 9, ILA All) REGULAR STORM PANEL n ELEVATION 2RB7' N.T.S. I/4 MP I') L1 MAWWUM ALLOV40LE PANEL IEND)H FOR A GWEN PGEIIIvE P.S.D, UESFN LOAD.L-: MAL ALLOWABLE PANEL UNION FOR A CMN MOAT IVE AS. D. DESIGN LOAD. (2) PROCEDME TO DETERMNE MA%IMUI.1 PµEL IANDM GIVEN A POSRVE ".D. DESIGN LOAD. DETERMINE MAXIMUM PANE. MOTION Y+' FROM SIGN GNEN A NEGATIVE A.S.O. DESIGN LDAO, DETERMINE MAXIMUM PµFL LENGTH "L-' FROM SCI FlNAL MAYIMUU A GWARLE Pµft LENGTH IS EQUAL TO DE NWtlVl NllfolINEO PANEL L """EN 'L+' AND R (3) SEE SPNEDUIE BELEM FOR IAIH, PµEL LENGSN FOR PGROSR QUA FIUIIBN. "STAMLA"ONS INTO "WO ME UMRED TO i B9 P.5.1. NAX, A, S.D. OE51011 PRESSURE RATING ',I K III I- MM. ASD. DESIGN LUµS & MAX. Yµ LI uNNw s FOX No. 44167 =1 i �mn PLTlA m,. 24 GAGE GALVANIZED STEEL STORM PANEL "L *' IL EC01NQ. GLOBAL PROTECTION PRODUCTS, LLC, 0°o,Fn ,� W�i5G5TN0Q D xF PILAW Gµ<O nAwT w OPr)il✓'An'. rn �PRI ni-lul °° IMP N[Wtil mPiE. NaNE', (L.)WI-)515. TWO ON)EB9-P]B] I7-I42 WNRR ITROT IN. PE. EXISTING POURED CONCRETE FOR CONCRETE BLOCK RECUIREO. CONCRETE ANCIRTS 1 (SEE SCHEDULE ON - I SHEETS 9 MROVCX 10) Y` —inl 1 L.% • 1/1 ` 1/4 Mom'—� E O. [%4TNE POURED CONCRETE I OH CONCRETE CONCRETE BLOCK CI MCHORS (SEC SCHEDULE ON SHEFl$ 9 T.N.LC. 1.) •'� I/}' 1/4. MAx 1 I EXISTING POURED CONCRETE OR BLOCK _ ONCRECLINET RECLINED, CONCRETE µGNORS (SEE 5Cr1E L ON 3 iyy�eci •Im sous a I/f u.c, E.D. SHEETS 9 THROUGH irx ears w SEPARgiION iT- P9dM� I —�n. �I �.S WLA x I EO. 1 E TO 6fA55. / I (VY m'I Pya. EXISTING �($EC $CHED VLE °'� i'-6N 'L' $EPRRgTION -I{ TO GIVE. IU D (u5F M µ¢ / Vw6 NN I 1 —1 GLASS ON $MEET S T ) IAo., P.E. LENGTH USES SLASS E II 1 I 1 I ULE (SE ON $XEET II I Y Mox. IMin. iI0N I l' Mu CONCRETE ANLNOR$ �14 (SEE SCHEDULE ON� I II 1 SEESP�NEL LENGTH (SEE CNEOUI£ U) GLI'S -I(SEE SCHEDULE I SEESE. POOL LED L ( E .H.1 9 TXROVCH I r ' 1� 1 ON SHER ISM SNRET J1 I ON SHEET J) • •.E,D:9 CU55 II I E%ISTWC I 1 IAAN 3 sax I cuss 1 Y. vmr Ex xvll Dan wo 6 "I oL I' OF V i Inrx. 1 E lo. -I I E10• ,I xCu E%ISTNO POURED LONLREIE OR 1 ON.E BLOLK I I m 1$ 1/T' DC'. I L /) L xj IIµ J'PPIIGBLE) (—f �1� qNi 6 '-CEO—{0- XI e v%xut "OUIREO. �LJ L(1NCRETF PTCHIM1S (sFf SLHEouLt ON J 0 e rf h• 1_KTETNATE SHLLI. 9 1HRDV4H LEG LOCATION I I W/I ONLY T/MEN SOLIU $ET k CALK -IN KII HONG ARE USED QS��WHIN EXISTING POUHLU COwGRCE RLiER14TE CONCRETEJISRND POV RED CONCRi1E & W/ L`RTE Pp1YE LMgiE9 µLNVK9 BIT OH CONCRETE BLOCK µCHOPS CONERFTC BLOCK REDNREO. (SEE SCHEDULE ON CONCRETE µLHGN J SIAGGEREO W/ $NO RRE - OIREO. SHEDS B TUROUCR 10) (SEE SCHEDUIE ON GREETS 9 THROUGH 10) BUILD —OUT MOUNTING SECTION WALL MOUNTING WALL MOUNTING / DIRECT MOU 1 S TION SECTION 3 SLUE J/B.1• SCALE J/8-1. suLF J/B-r cmn NOUG0. G. p4 GAGE GALVANIZED STEEL STORM PANEL CR..' NOTE F R f A PIN or No. 44187 6gX,1w Br: E.D. EDGE DISTANCE oe/wyv (SEE SCHEDULE ON TOP d BOTTOM InOUMINGS CAN BE IL�EC OIND. GLOBAL PROTECTION PRODUCTS] LLC. SHEETS 9 &. 10) COMBINED IN 4NY WAY TO SUIT ANY + W 6� Nub: �eNlwe a ne]n Am .e�o.H. sr saER INSTALLATION. �'90�.'• iu IO 6"1d'-:<Sor;a ;vR.a..... pXIG:{BSg659J]u, Earli"'UNs-m9J 17—I42 7_7_Qryw A. IT EO-OW6]lY OWWIp N¢ •'J LI....• W4Rq R. WI Jr.. E SX[R I 4161 EX51NC POURER CONCRETE REOUIROI EX;SPAG PODRER� CONCRETE REWIRED '/. CONCRETE ANCHORS 1 (BEE SCHEDULE H '—Ea— SNEEiS B TIROUCX 10) CEILING AND FLOOR MOUNTING SECTION 4 BONE ]/e-!' INSTALLATION DETAILS FOR REGULAR PANEL (il WTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES WERNATE CONCRETE ANCHORS LOCATION - (SEE SCON IS EXISTING POURED CONCRETE OR CONCRETE BLDCR THROUGH SHEETS 9 iNROUCN IO) EXJV NG POURED CONCRETE _ UN CONCRETE MOCK REpUIREO. REWIRED. '. 11 OTEFNE LEG L OGl10N CONCRETE ANCHORS EIDMR�NM RUE �. , 1� k'q o e p.' I S . i I .,` j PANEL N 5C sEPARAROII i -0a sw 1 10 GLASS. I k sON i Y�5 ov 1 In _ TION TO GLASS. Sn X-N.I• -y I ON sl MMM (BEE ECHEDULf DN s. is r' I(SEE SCHEDULE I 1/5 PANEL LENGTH , SHEET J1 1 A T I ON SNECT J) lu L15 x 5 NEI (Bs[ la Pxn 'L' MDv. �- Off rm PRn i (SEE SCHEDULE f �I u>tiTM P,B 1-e') PANEL LENGTH I IvclX qa Y-99 ON SNER J) 1 (SEE SCHEDULE EXISIIry UST,"" ST, G_I ON SHEET JI '1'-1 1 I � I GLASS I i. sds 0(1 I I O�. I I I MAX. I OC. E.D. I SPAC[A RIK ED. LENGTH OE Y' w ( 1 wX. 01 KAIL OR BV9 ..Dm.) ED. EDGE DISTANCE NOTE FOR COMRWATION OF SEPT ONc; (SEE SCHEDULE ON TOP A BODOM MOUNTINGS CA' BE SHEETS P & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATON. 9 THROUGH To) BUILD —OUT MOUNTING SECTION 5 SCALE 3/8.1- CONCRETE ANCHORS I (SEE SCHEDULE ON _J SN EFTS B TNPOWH IU ) 1 ^] 1/.' LONG MAX. ALDNMUId EXISTING PWPEO CONCRETE BPAGERS o a 1/s- ac. vpuD FOR ALL OLSON LOADS AND PANEL PER SHEET ], ONCONCRETE BLOCK XEGIdREU. �_�LENCINE L.ryp112 LDDC, .®TCON5 0 1/2 (SEEAe \y TABLE. SHEDS 9 k TO,) F7X91L02�1 44167 L ! I 1, 13 IQ'.1W; X ILIEC O I„DIND, IILUT 11.14OryY LAVNNIENXFO�1 nIAOY u�i1=W''A-�R umwi ny,r��iv,i'� FH-909M19� 24 GAGE GALVANIZED STEEL STORM PANEL Rnm, 9T GLOBAL PROTECTION PRODUCT5, LLC. .BgONADryIlASTI,fl PHONL l9ll)M9-)],!. lAA,P'K,9-!]9l °°/°! �R 1T-142 OFNniq X ........ .. INSTALLATION DETAILS FOR REGULAR PANELCI� IMTn wnnn cTaUCTURES 'BOB ARGRDBS SEE SOPS OBLE ON NEU 11) It IN ) OLE L 1 Mln. EXISTING I SFPMA110N GV551SEE SCHEIN ON SHEET ] 1 n I � I EO EO I i I I ED v EO Y' MAR. PANEL LENGTH (SEE SCHEOUu ON SHEET ]) 2"a4" WOOD — PIATE REQUIRED WOOD MINOR$ SIAGOEREB A/ WOO (SEE SCHEDULE ON SHEET 11) W WOOD In REQUIRED WALL MOUNTING WALL MOUNTING / DIRECT MOUNT ALTERNATIVE 1W ALTERNATIVE 2W SCALE 3/8.1' SCALE ]/B-i' NOTES. NOTE FOR COMBINATION OF SFfTONS; 1. INSTALLATION ARE ONLY VAUD FOR MA%. A.S.C. NFSIGN PRF.GSURF RATING (os.I) AND PANEL LENGTHS & TOP BO1T0BOTTOMMOUNTINGS CAN BE AS PER SCHEDULES ON SHEET S (EXCEPT FOR TPCOMBINED IN ANY TO SUIT ANY ALTERNATE INSTALLATION_. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBER TO BE SOUTHERN PINE NO 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL P.1. crr/zwN.rvngwrz �A A11° 1.IA%. tONG ALUMINUM SPACERS b (SEE TABLE /1 ON III i SX EET II.) I II —PANEL MATE H114E ID OR PANEL MAIE PLUS (]EL 5MIEOULE ON SHEET 11) DIRECT MOUNT W/ SPACER �A ALTERNATIVE 2W' SCALE ]/B=I' SEE TABLE 11 ON 5HEE1 111. LAN(. PANEL LENGTHS k MAX. A5A DESIGN LOADS FOR NIS INSTALLATION. * DD1E. I. MIN. SEPARATION TO GLASS INDICATED ON SHEET ] EVW BE REDUCED 10 1/4' AS LONG AS THE EOLLPMNG CONDITIONS ARE COMPLIED INDi (1) MAXIMUM ASD DESIGN PRESSURE NARNC 1. h60, -GS PA. (2) MAXIMUM STORM PANEL LENGTH 15 22` (]) WORM PAN INSTALLATION I5 ONLY INS AN EXISTING ..Do FRAME WNL. (4) INSTALLATION VAUD ONLY FOR WINO ZONES 1. 2 A ] PER A51M EED- OS °mv mrzw..w' 24 GAGE GALVANIZED STEEL STORM PANEL °'L M MN M: ETC, Q 1rI G, GLOBAL PROTECTION PRODUCTS, LLC. MIL AWH[.WIL � r14fe�w.ai,Frwl�I°P 9°MyNrs MONEi.I°]91599-)9Av, fM 19]91f [9 b1v1 "A 1. 1]-142 (SEE SCHEDULE SHEET 11) INSTALLATION DETAILS FOR REGULAR PANEL M INTO WOOD µTERNATE 11000 µcHOXS ON (SEE SCHEME ON SHEET 11) MOD HEADER REOURE➢ MOD ANCHORS 1 (SEE SCHEDNF ON 0 EH. rysE nw vxa I IDLM vAF T-rl 1• VN LENGTH SEES (SEE NEST)U3IE ON SNEEf ]( I OFt IYY. 012 r/2-0C. I 1 1 —2. `A"—_ CEILING AND ELOOR MOUNTING ALTERNATI& ■W SC&E ]/R.1- WOOD n z'.r MODREONRFD REDUIRED BUILD -OUT MOUNTING ALTERNATIVE 4W SW£ ]/a.l• MN GA�W ISO CAN wtiit '•�,_OOD �HORS (SEE SCHEDULC ON SHE" 11) N / NO �1 i MAX. PANEL LE N GTH (SEE SCY-t) 0. Sxm 3) ULE � 1 i ]dz i Of •L' uAc _v FLORIOA BUILDING CODE (Non High Velocity Hurticann Zor NOTF FOR COMBINATION OF n c ND NO• aaieTTES. ? wan "A' xc. 24 GAGE GALVANIZED STEEL STORM PANEL TOP k BOTTOM WOUNiIWE.R CAN RE I. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. mums er: COMBINED IN ANY WAY TO SUIT ANY DESIGN PRESSURE RATING (EET AND PANEL LENGTHSi`I� A [CO 1Xc, ve/eYv INSTALLATION: AS PER SLHEOULES ON SHEET ]09t��TA GLOBAL PROTECTION PRODUCTSr LLC. oerz, Z FOR NEW WOOD FRAME CONSTRUCTION: WOOD a nnlnEENnIrvn Loxr �niv wove4N.LEl OR MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC rnmrti (vlOeen-+sn, rm tvsasen-mm 17-142 OFNSNY OF O55 OR TONAL: _ _ PWPEp c.c,, 1L LON`CNR,1 ..c.'acR ]'.. WOpp ME 1 /T— eXeren LPx O e.Pcpx pc COM. yAIM. pNCIE ANn. CASE A (PLAN) SCALE 1/4-.1- WNCPRC RI ,Sl p IIO rnnuE tl -IV'l A I tl I VARIES2. -SrM+ Wct ct34 MoII.� '0 I tl n O If' OL. ,NI{ oRE6p6]-I6 ML°Y W/J.LaINI Gaol. 4um. AYGIE CASE B (PLAN) SCALE 1/i .I° OR _ epuaca GpxrnErt. p'GPEIE OWGP pa Nw EWE I XlpUlflE➢ Idln. OR II' - Y' . ]" • .pyY 1p .t11EPIP.IE LAO IVGM1RoR A s cpRE J1 E LXE£1 imnE xwn, eEM Pure � Mv.. W CASE C (PLAN) SCALE 1/4-.1" .00J- NI'S NILIF 10IM YN. tRP[piWO 11' OC, ' /N J ".0i4CROE. F.,i`p . ]. w.,).1 CASE D (PLAN) SCALE 1/4'-1' •� 6F 1.RA ppLLISD CONCPER B Oa.EISL[p . pHIEVpR .AR, .'AR © O pWPfV LNUCP[IF,�-[Fp11XC AMU R EANLE Ip NW -' 4 OR CVNLPER BLOLX YOP, ppilON OP NELIMR ptVE 1SEE — (IAIN. PANEL WEPIAP BfYONp WNEnEIC BIDLI(Ek-� z'.1' VIpRO TRIM[ YAHICS E V� pR ]'..' WWp ® R ® rpAME HEOURED IpfS OF ePENINV SCXNEWII ON SHERE p. AS IYPIrUBLE OPENING V'ER.O PoUPRI tpN[PflE. LOY.[PEIE .. WO i!w!E PFWIPED y".-1 I^ 11) PEOpIPED•4 O V • 1 ' i 1 ©�© GR® VARIES I s'1. I p III bN ul pPF➢ lWI I E' -O FM I PuxcLS x . a.o.l olslmsE -y-/-�v__ J 0 cE PnPµl[L Ip wh1 (NI LM ERE I,., i rOi I `__` IL CASE G (PLAN) ''!Z L ^ SCALE 1/4".1° • P' ... VALID FOR UNECT MOUNT INSTALITION UNLT k 1Y �.. .(� CERIFIED PHREL INSTALLATION AT WALLS W/ IIEIIIGP LL .� T✓��•. ............ "' SURFACE LEVEL YMIATIOrvS WITHIN J/4' CASE E PLAN (PLAN) S 2 CASE F PLAN) ( y : GENS A P f '•ti FLORIDA BUILDING DOGE (Non High Velocity Nurricpne Zpr scA¢ ,/<'.r scuE ,/a°=I" x i ND• 441 #, j czp 7 RER.S. IXc pq CAGE GALVANIZED STEEL STORM PANEL *�.,� ••yl,, IL ECOINc GLOBAL. PROTECTION PRODUCTS, LLC. ve'° O,q. •cYfSfi10�:•'6�,1 erINYX. R--:"INp ,4N.p •°�„,:."n'Svi:° S 4� . 10ilev`.., i.ro. e_, Gov°oo-�Wl pxprvp lPvla.-n.a. m, (as.l6ev-nuz 17-I41 (VALID ONLY FOR AS PER SECTIONS 1 THRU 6, ON SHEETS 4 N 5) MAx. ASO. DESIGN PRESSURE RATING (P.'+.IJ a5 ass MANUMUN ANCHORS SPACING P•WELIATE FOR MIN ED PANELW)E PER SCHEDULE BELOW M A°PIICOHIE TO SECTIONS µy11MpN VMEL lEN4TN 2• fR.) 6._B OR LESS MAX. ASD. DESIGN PRESURE RRWc (P.e 6 +45• 'I5, +65m-65 MAMMUM PRLHOS SPACING FOR MIN E.D. PER SCHDULE BELOW IF COBLE MAxulUu PoNEL LENGIH Z•RlM17RIC SOpB' ass FAPCON SOl1D- $Ef FEMUE 0 PLUS 2AMAC-NA'LM CALR-IN B COIpMWgN 01 TNEM 1 GOP) TOWN SpLN-SEi P� 6< AN PA pELM9 )E w�_ LW CALL[ -IN C)ILLS ro �E 10 p m dM.Ti1E I3' To M E 1]' io �,q1[ 13 o [Ox[ 13' to [ 13' cOxfcL)[ I] ro yyyT[ IS' cow[Hlf I3' - )p pyy[IE 1F' CM[FErt 1]' 10 IJ' lO� N' Ip 1]' O IS 1 DO IE I]' pllPI IJ )o �.p21E---D. IJ' lu IJ )o pRIEGO�[.1 13' IJ P1�8 1]' QX@VE))p' II 1/2'PI1]" IS• I] 1 (BOIION) 1]' I! 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B' 6' ) a B 4 4 1/2" 3 1/2' fi t/2' Y 4 GOP) ) 1/2" _ 4 (60R0M) B• _ 6• fi'Wa5 1/2" - ) 1/2' - a (BOTi01e) 13 Y ❑ IS' IS' 9 1/1 1]' 9 1/2' 10 1/2') 1/3 IT 6' 5 DOPJ p" 8 1/$' 1]' IJ' 13 11' tl l3' 6 1/2' S [Ifl%I]"'I/2' S (BOP) IJ' tl I/2" lr U IJ I1' B 1J' 6 1/2' S (BOROMI 1]' S' 1]' 10 1/Z' I] )' IJ' )" ) I/2' 9 1/2' IS' 4 I/2' fi (1(IP) (BUTT.••) 13'B1J' IJ' a I/2' 6 1/2' 1!' 1 1/2. 6(HOP) 6 1/<' a I/1' 6 1/4 B 1/i' 4 ,/r 6 ISDn.•y G1 SNEA II UNI >XI.DNF 11 8 I'.. fop NSTNMUONN PTO WO GO PRWE BUILOWGS MMIMUY IN. SMCNFNS AND ...No. EOCE oTINCE NIE WIC D ON INS NOISGUIE. P E.O. ass TWN WDNmM DN 1.0"IF FEO.F IN0..... DO MATH b NG `.LNG SN(!YN dl sopDulE o+111E r6LD.nNo'. TGNs. FOF 1ws 1tlN 1O p[ Po5961L o, .. vAcp:c OOV.WED UENO I.. SNM1 NOT OF ass "N. I u SPAGIW I.. Np /Npipp M[ NN THIS scwmooE. ANCHOR ME I/4_ - 1/4'. tH'• �/a'p 1/M1 IA•e nPmx sNm-m P.xnwrz eINNrz MN1c-xuW 14WmIm MOON w a I/x' J I/Y DlsTuvLEO.) I3m (W > a Vr ! I? 2 I/2 s VI' ,umnow. FAT• ORTNIGE (ED.) FACTOR _ r en ooe _ _m Lei - am •• SPACINGS ONLY VALID WHEN SPACER (9�IS USED, SEE T U P1 FOR MAX. &S.D. DESIGN LEL OADS.& W. PANLENGTH'S WHEN SPACER � IS USED, TAR, Al A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS > 40 PSF TO 50 PSF > 50 PSF TO 60 PSF 5'-1, A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS IF W/ 99 SPACER AT 12 1/2- O.C. a6R 131Ew. ea. N0.4 :1 * � 21 GAGE GALVANIZED STEEL STORM PANEL O INp. GLOBAL PROTECTION PRODUCTS. LL co WPM 4e�0 .wr E15111En 1 )m. ....... tl—tai ie PMOM� (SNltletl-)M]. PU is ftlleeo_wmi wuwxceN 17-142 (VALID ONLY FOR PANEL 1) INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. P.50. OE56N PRE54URE RA}INE TPpCON UNRMUTA SIXN-SEf ANCHORS SPACING PNJELAATE EflNLE MR Ip MIN E.D. PANELipTE PLUS PER SCHEDULE uµpC_NRILIN BELOW UyK- W A>PUC/9LE i0 SEWONS / k ANV COM01THMA1 uAXIMUTA PANEL LFNG)X 1 {!1) Mh{. S.D.A pE51GIJ PRE90URE RAiuW (p igPCpry 4 IMW SWN-SET ANCHORS SPACING PpNEWATE FFMµE FOR 10 WN E.O. 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WND ERAYF 9NlOWDa PAINUIW µCHOR SRACM64 µD MINNUu CDDE DERa-l( ARE WTICA11P OH 1H14 SCNEONE. FOR D. LCSS 1. MDICAND ON M. REDUCE A4OI. SP(NHO RY INl11Pl11XG SPIt. g10. q! U¢aJt£ W WE FOLLO G MTORa. FOR THS OKOAMN TO OF PpSSIB�C, REDUCED 4P . OD1uHE0 USWOEWL[.L" " RE IF55 TIW gT"' S`a - MIG0 MFOR fICN ANNHOR TYPE OH 1W5 SCN ANCHOR TOPE ilu�ilw[10 RaRO�ti[ >upc-xlXw -- -- L0MUU4 A\'gpR SPICWO IN.) M 1eb FmrnErz AJ 3 a 1? a' a OlalgH[91EIl1 yappCNN'16n a AC11YR. EDGE Ol9TM'CE (ED.) FACTOR .._ tln• _ on _ 21Jr - Dab 11 SPACINGS ONLY VALID WHEN SPACER IS'USED. SEE T LE d1 FCR MAX• AS.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 15 USED. TABLE_$T, A A5.0. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'_g• > 40 PSF TO 50 PSF > 50 PSF TO 60 PSF 0 MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.C. 24 GAGE GALVANIZED STEEL STORM .PANEL E C OHax[:. GLOBAL PROTECTION PRODUCTS. LLC. °B �MIF +r1T��i win"ie y,- .. 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DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS > 40 PSF TO SO PSF > 50 PSG TO 60 PSF A MAX PANEL LENGTHS ME ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FEMALE ID OR PANEL MATE PLUS ANCHORS & W/ (�3 SPACER AT 12 1/2' O.C. i No. 44167-----.. .._. y`.: . * 24 GAGE GALVANIZED STEEL STORM PANEL � •�IL\5 IL�E i= I[w51N4 ryo LRIN GLOBAL PROTECTION PRODUCTS, LLC. tltl°A S.W. 91 91RSFf °Ra°e17 .0 .`...... MLXO NycOMP/. an'. °Iuu L" LM`vw n.�u":e0 axOr:c: lA5g61u�.>.> rra 1554160o-nm 17-142 '— 'RHONE (SEE SEEIIONS 6 ALIERNAYIYES ON SHEE(5 33. 1, 15 I3 ' R-IA/13, R-24 13, I �LL.MN. / SA/1 d, p_. D.M.. 2 {�------I�� R-TAW/15, fl-2AW/15, R-3AW/16. R_ OO I 0I—_—._____..._—_____..___._.._.__.. 3 Or -- O O O O IN L/] ! 'I vr'm-zpxr ss. FELTS W 1 II O NSE fOR PpryEL LENGTH i 1 I l 1 I WER )-6^) O PANEILNGTH I REGULAR SrpRIA P.O. 1^1 1 REGNLAR STORM Pp1iEL LIiE SAfftt S1dRM PANEL _- J- J-�—I ( F' 8 O HD.p -40.p _ f IN/ py[XIAc AD PANEL 1£HDM BOLT) A - CRUP L __ I • -- I / - (LV/0 WEFIAP BIG PANEL LENGTH BOLT) I IJ pa^ is _ VSE 3'-B' MIN. PANEL LENGTH B S BOLTS V/ I J �IT AT _I_ NOR l Al ALL MWN11NG5 V I—T—T/ LY I I NpnX[s'ni"siw_.....0,, �[LG ® sAFE14�1 ,y D, M., TION LVE 3 PANEL 9FROM CORNERS IAVI III. -MERLM-• iWFR/YLLPJ ---1�. J or® FNUT AT EXTERIOR WINO H AT UFFE PANEL RIGHT PANEL 3"'M . f INSiALAlI0N5 VIJLY VApp fOH WINU t' Lnx_ R-I-1A/13, fl-2A/13, R-3A/14, R-I8/73, R-20/13, 11 1^ ulrvl speeu uP to no. m.P. n. R-LAW/15, R-3AW/15. R-3AW/16. R-LBW/15. R-28W/15, R-39W/16. SECT --PNGNORS (SEE SECTIONS h ALLEFNAiIVES ON sXEEIE Id, I{, IS hIB) LIFE SAFETY STORM PANEL n ELEVATION (t) I/* IIR-1 GAe __ �RET.FM PANEL FORM t68] SCPIE 1/4'=I' /� $-UIPANEL (AN. Ohfi�IP �1AIGF VLILEY) r 11REGUWi o- MAx. GAP S II -V•- R /�. __ EYEBATH II iyw �l LIFE SAFETY PANEL EXTERIOR- SECTION A -A SCALE I/4"•1' ;"S'.+VL,crvJ�c'+,'r No. 4418T t * i * ; r >9`•., � F^S P• 1 O �Arli 1 •..,..•:... FLORIDA R:UN RLQLO. MI IL�E C O L„a. RLU letiT'e m u E BI,XOPCpnrµr vx . aujeu,n�i Anal"eei-,gi)10 BUILDING CODE (Non High VeRcUY Hurricane 24 GAGE GALVANIZED 5JLEL STORM PANEL ZoF wrvn lm GLOBAL PROTECTION PRODUCTS, LLC, 1! p S.w oAnq EL mj PXPNE(FN)Atl9-]515,AAUR,MB,-FI a°apA1" 17-142 EB-wo— INSTALLATION DETAILS FOR LIFE 5AFEIY PANEL C1In INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES XIS]INO P[IUflEO CONCRNOREiE Oa 1 I SEE RIC(x RDOWSE, 1 fl PINFL LENGTX _� (SE 1 OR EEFVAMN 11 OR SXEET 12J 11 L'2 I ($FE RSMEMRROR OR SNFEI 1R1 12) 1 =� SEP.,.S. To mµs. I I I I 5 1 I OK 1 L/m'm rnproN' 0. EXISTING PoOEIE. OR ONCRETE BLOCK ROURf0SECTION R-7A ® RE • I eR PAN WALL MOUNTINGS $GtE 3/B.I" IL/4'm TO' CON ANCNOR 0 q' O.C. ( gNeRI Po00REO CONCRETE OR TN[RELE BLOCK REWIRED: SECTION R-1B O LIFE SAFETY PANFI. 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FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 21 W/ SPECIFIC DENSITY OF 0.55 OR EOUAL. (3 NO 441 3".a' PIATE RENUIN .O 7 '2)3) 24 GAGE GALVANIZED STEEL STORM PANEL• C O QN o. GLOBAL PROTECTION PRODUCTS, LL orw�m�n. 17-142 I 14OMS 2. 3. 4 �, ! II sEcnan Q1 a u, mE MIN DN CH,, mi M.011 P-1 _J Y uoa. �\ FEE Note q-=� I" Yin. AD. ] I ` - )0 EE YIry gN[MP.S NNE ] (SEE SEMI, EZI d: AL1ERNg1NE FTIW ON $ EY IB) EZI/18, E21 W/78 TYPICAL ELEVATION FOR SERIES 2000 E Z HANG STORM PANELL 1 SYSTEM(t) _ SCALE. 3/32 =1 SECTION A —A SCALE: J/32"=I" N. YMEL LENGTH 0 a.0 p.e.l. I 1 I * EAST PANEQ 10 BE INSTALED AT EACH OPENING SHP1L ALWAYS BE PROVIDED Vf/ REAR HANDLE TO FACILITATE INSTALLADON IF INTENDED f0 BE INSTALLED FROM INSIDE OF STRUCTURE. NOTES . (1)' �� E-Z WWG STORM PANfl.- CONSISTING OF PANEL i CPA1. TRICKS TOP k RMOI.LS EIA (2),. ENO PANELS SHALL AMY1'S BE CONNECTED TO BOTTOM TRACK OTHERDISE A STOP DAN U 5H&L BE PROVIOEO AT TOP OF SUCH CHDN PANELS. (3)' IF ENO PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSTST OF 1/4•o-lox]/4- M.S. W/ T/B•Px3/3Z" YANG E CON NUT OR.1/4"VX3/4- Min. THUMBSCREW IN10 TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF rvm EXTERIOR f"AT FLANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NUT CONNECTED TO BOTTOM TRACK (I.e. A STOP BAN IS ONLY US_ AT TOP) AT (EAST TWD I. PANELS SHALL BE CONNECTED TO BOTTOM TRACK USINC SPECS PA SUCH INDON NOTE BOr1UM IFnCR OIAAY OCCUR A11 SUCH T NY PANELE. E LOGROOF N. T INSTALLATIONS ONLY VA,10 FOR WINO SPEED UP TO i)O m.P.T. 44167 24 GAGE GALVANIZED STEEL STORM PANEL gay )+Ry $ ILIECO Twr I'A's mx w.x. GLOBAL PROTECTION PRODUCTS. L-C. a.n. ar�Alxr -Vw' 'O Val r�l✓W nue o;..^I�Pa��nV�Ya•• OeK. It IZ-lag I xIL1ER AYLOF)IF.i P.E P4VA M¢ rx,sma AO,,ro COKRM Oa CONCRETE BLOCK I REOu'q[/O� I/a'V qN'x I I'' ANCHOR O ]' O.C: ��191<.I NEN HEM iEN 2) EOCE nr E o. f- Min F ON I CL0.55. � .1/Ifi'0 NWNM pOp ��q B p. Mar. ll I pONEI LExLTX N' L I Mn. 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