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HomeMy WebLinkAboutRevision; Storm Panels ShuttersREWsON OFFICE USE ONLY: I Y DATE FILED:LPERMIT REVISION FEE: i� RECEIPT # D o 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- 57 iy �` J ax DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: (A )ab (%,31�It�tJriv, QUALIFIERS NAME: ADDRESS: - CITY: STATE: ZIP: PHONE (DAYTIME): FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: _ ADDRESS: CITY: PHONE (DAYTIME): STATE: FAX: FAX: ZIP: ZIP: �s q if 4 Revised 06130117 11/13/2019 Flodda Building Code Online LL p �Y. ,7 21Y.'$!9h }i r t�i 1� S ..vv5IR� ..'• ....:••-.r....,,:,n1 1_w_,-.: _ic.a� �f �'g*��: - H.— BCIS HoL 9 M U t R gl rim Not Tepl¢ Submit Surcharge stars Fags Puhpcatien. ! ''. rta+EVaxn'x+ui 9f7 Product Approval d contacr Ilc .. SRe Map U ks search rl USER:. Public Uce.r r rnP non apPreva_I Men, > Prod uct or APPIIcrUon se > [BolicaUen I Ist> Applieatlan oefall L i;3aDrCT51 I - t ;' FL Application Type Code Version FL15076-RS RevisionI ` ' 2017 e1i Application Status .Approved I WI 0../tiY1"Ks Comments ' Archived I Product Manufacturer Global Protection Products, LLC. Address/Phone/Email 4800 SW S1st Street tt100 Davie, FL 33314 (954) 689-7545 tlm.mh1risan@gpPant.com Authorized Signature TIM Robinson tim.re binson Cdgppent, com Technical Representative i Tim Robihson Address/Phone/Email 4800 SW Slst Street Davie, FL 33314-5537 ' (954) 689-7545 tim. ro binson@gppent. co m Quality Assurance Representative Address/Phone/Email i Category Shutters Subcategory Storm PaireIs Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluaton Report - Hardcopy Received I Florida Engineer or Architect Name who developed the Walter A.ITllit In, P.E. Evaluation Report Florida Ucense PE-44167• Quality Assurance Entity Natlonal Accreditatlon and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Valldated By John W. Knezevich, PE I Validation Checklist - Hardcopy Received Certificate of Independence FL 15026 RS COT rl OBAL PROTECTION PRODUCTS DRAW 17 143 CERTIFICATE OF.IND P ND NC PDF R7O1 GI OBAl FIR01TrI Pgonll= DRAW 17-14 OF IND P ND CF.PDF I Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 SSTD 12 I TAS 201/202/203 Equivalence of Product Standards Certified By 1999 1994 https://6oridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX0wtDquS73Fr2ZylPrl36aMug]FVFU0T13znEWUZxg6Sfl(7Vrlvg%3d%3d 1j2 I 0 W0 ®M 00 00 0 9 D 0 M M e� 0 11/13/2019 Florida Building Code Online sections from the Code Product Approval Method i Method 1 Option D Date Submitted 08/31/2017 Date Validated 09/06/2017 Date Pending FBC Approval 09/11/017 Date Approved 12/12/2017 Summary of Products Model, Numher or Name i Description 20 Gage Galvanized Steel Storm Panels/HVH2 Corrugated Galvanized Steel Sterol Panels retained or not by traEks to provide hurricane protection. Use d for use In NVHZ: yes FApprovedfor Installation Instructions d for use outside HVHZ: Yes FL1 076 RS tI GLOBAL PRO CTtON PROD CiS DRAW 17 ND 5T STORM PqN L PDF Pacteslsure: yes ressure: N/A erified By: Walter A. Tillit Jr., P.E. PE-44167 rge missile Impact resistant with Maximum span of Created by independent Third Party: yes I. Evaluation Reports 12'-4• for or -43.8 p.5.(. ASD Design. load for regular panels' FL3507fi RS AEC 08A PROT ('ITON PRODUCTS nliAw 17- (se sheet 8 & 10). Maximum span is 8'-8° for life safety panel 143 PRODU EVAI IIeTr N RFonRT.POF I Created by independent Third Party: yes and 5'-30' for E-Z hung panels. 15076,2 24 Gage Galvanized Steel Storm Corrugated Galvanized Steel Storm Panels retained or not by panels/NHVHZ [rocks to provide hurricane protection. Limits of Use Approved for use In NVHZ: No I Installation Instructions Approved for use outside NVHZ: Vey i FL15076 R5 IT GLOBAL paoTpCUOM TS DRAW 17 142 74 ICE CA VANI? D ST FI STORM PANE PDF Impact Resistant: Yes Design Pressure: N/A VeNOed By: walter A. Tillit Jr., P.E. PE-44167 I Other: Large missile impact resistant with Maximum span of I Created by Independent Third Party: Yes Evaluation Reports 12'-0° far+/-20 psf ASD Design load and 13'-0" for+/- 20 psf' FL1.5076 RSA .Opp PROT errOf. PROD CaS DRAW 17 ASD Design load for regular panels mounted without •h• header 1_42 PROD(,' OF I ATON R POR7.PDF Created by Independent Third Party: Yes respectively. See sheets 3,5,9,10,11,12 & 17 of Installation I drawings for other spans and pressures based on mounting conditions. I 0 I I C-tect U :: 2691 81M, etnne Reatl loth_ inew, R 99 phone: Asa-07-1621 The state of Flnrlda 1, an AA/EEO ,mpinyer. r QV lghr 2ao2-2n13 Nat, nlr RI60a :: Eo, r. 5tatamsnl :: pnreeelM1ally Slatem, :: Rehmd Statement Under Florida law, email addresses are public—ds. If you do not want your a mad ad6- leased in nt i mall ed this entity. Instead, cunt— the [face by phone or by tndldonal —11. if you have an response tp a public-remrAs reeuest, do not send electronic Flndda Statutes, eNective Oct [.1 1, 2012, licensees Ilcensed Inds Chapter 4SS,IF,S. must pmuvfde the pepartmentt wt hSnnaemaa address 1/ theythave alne,4The eme Is' provided may be usetl /or ofliciel nemmunication with the Ilansee. Hnwever email addresses arc public remM. I/you An nn! wish to.dm,-PPIi a personal address, please proWde the pepartment with an emea address whlsh an be metln avaH.W. to the public To de nnonlna If you am a lire.neea. under Chapter 45S, F.S„ Pleaae dick here . Prod —Approval A -pis: ®� ®I j R ® _ Credit Card Safe i i I t htips://Ooridatiuilding.org/pr/pr_app dll.aspx7param--WGEVXCwtDquS73Fr2ZyiPd36aM1igFVFUQTBznEWUZx96SfK7Vrlvg%3d%3d 2/2 I. I 1'R000CT EVALUATION REPORT No. 17_0308.07 2.2. TEST REPORTS: Large missile impact load tests were pertormeb under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No_ L0219.01-09, dated February 25, 2009, signed and sealed by Edmundo argaespada, P.E. and Henry Hattem, P.E. 1 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, ReportNo. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. I 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. 10KM-1318, dated December 11 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 pressures. Maximum panel length shall be as 12 and 17 of 18 of Product Evaluation Documer Maximum Anchor Spacing shall be as indicated i _and 18 of 18, of Product Evaluation Documerl1 24 Gage Galvanized Steel Storm Panel hal work as a non -porous storm shutter assern$k been verified to sustain wind ,dicated on sheets 3, 9, 10, 11. (P.E.D.), drawing No. 17-142. ) sheets 5, 9, 10, 11, 13 thru 16 A FPd drawing No. 17-142. "fi$/'r6-code'compliance to o�rc P1199 Standard. 44 PRODUCT RVALUATION IMPORT NO 17.03011.07 3 5. INSTALLATION: j Installation shall be Performed strictly yin 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. I 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: i 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. i Anchor specifications shall be as indicated ;on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No.171142. 7. LIMITATIONS AND CONDITIONS OFIUSE: 7.1. Shall be strictly in compliance with General INotes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 17-142 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES j as defined on section 1620.2 of the Florida -Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and j wood frame structures. 1 I � Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB10006719). j ok A. Al "Ov 441 j' P;a to i 'm VE CO I - C- T'ILLtT TESTINo & ENGINEERING COMPANY WALTERA_ TILLIT, JR., P.E. September 18, 2019 Mr. Tim Robinson Managing Partner Global Protection Products, LLC. 4800 SW 51 Street VISION Davie, Florida 33314 tilteco@aoI.com FL P.E. Liccatc No. 44167 F1 CA Liccww No, W06719 19-070 RECEIVED 1UN < g 2020 P®fmlktinq Department Ste WaW CAunty 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 MS Long if the following additional limitations are complied with: (1) Installation is .limited to a one story Buildings with 160 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 Y4" O:C_ (this is a -restriction from 12 %" 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 js a restriction from larger panel lengths allowed on schedule, sheet 11 of approved Drawing # 17-10) (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: (3.05) 871-1531 6 of approved Drawing #17-142, and its valid only to wind zones 1, 2 and 3 as deferred by ASTNI E-1996 standard and the 2017 (6hEdition) of the Florida Building Code_ Sincerely, pow �.F I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE / BROWARO COUNTIES). DESIGN VIINO LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL. WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR KD=0.85, USING ASCE 7-10 AND SHALL NO EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17, 1 B. IN ORDER TO VERIRY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S. D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17. 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 "0 USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH 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 AMERICA14 TEST LAB OF SOUTH FLORIDA REPORTS ¢0814.01-01 AND J0219.02-09, AS PER SSTD 12-99 & ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT #1123.01-)0 AS PER �TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE LORIDA BUILDING CODE. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H14 ALLOY. 14' ALL STEEL SHEET AfETAL PAIJELS SHALL HAVE STRUCTURAL DUALITY STEEL, ASTM A-653 GRADE 80 MINIMUM, G-60 GALVANIZED TEFL DESIGNATION Y//FY= 92.2 ksi (AFTER ROLLED). L SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 0018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION <OLTS 411.3.3.4. TO BE ASTM A-307 GALVANIZED STEEL, OR MST 304 SERIES STANLESS STEEL, WITH 36 ksi MINIMUM YIELD STRENGTH, 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TG EXISTING POUND O R 1/4 0 PCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. (Min. f c 3192 p.s.i.) 1/4" 0 X 7/8" CALK -IN ANCHORS. AS MANUFACTURED BY POWERS FASTENERS INC. 1/4"0 x 3/4" SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. (Min. Vc 3000 P.s.i.) #14-10 PANELIAATE FEMALE ID & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 1/4"0 ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS, INC. A,I) 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 EMSEDDEO 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT I14TO STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR VIALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, BUT WITH WING NUTS. If.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE. MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A.2), TCTMTINC CONC13EIE ROCK WA.I ABTA on; Mfk10 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. BUILDEX, INC. 1 x 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS INC. X 3/'4" SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. TO PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO COISTRUCTION PRODUCTS. 0 ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS, INC. 8. NIIAUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAMAC NAILIN ANCHOR, INTO THE CONCRETE OCK UINIT SHALL BE 1 1/4". ELMLK-IN & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8" INTO THE CONCRETE BLOCK. UNIT. NO EMBEDMENT INTO �1 i �AUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, 00 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.3LIN CASE THAT PRECAST STONE. OR PRECAST C014CREM PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE ISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. CHORAGE SHALL BE AS MENTIONED IIJ B.I) AND IN B.2), M 0 m I (C) TO EXISTING WOOD (MIN SPECIFIC GRAVITY IT 055 MIN): 1/40 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX, INC. #14-10 PANELMATE FEMALE 1D AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4"0 LAG SCREWS PER N.D.S. I 7/16"0 x 5/8" WOOD BUSHING, AS DISTRIBUTED BY IALL POINT SCREW. BOLT & SPECIALTY CO. C.1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2" AND 2" FOR ELCO PANELMATE PLUS AND PANELMATE FEMALE ID. I C.2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2". NO THREADED PENETRATION INTO STUCCO SHALL BE CONSIDERED INTO PART OF THE REQUIRED THREADED PENETRATION. C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO YIOOO SHALL BE AS INDICATED IN THIS DRAWING CA) MINIMUM PENETRATION OF WOOD 13USHINC SHALL BE 5/8". 1/4" 0-20 SCREWS 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 ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN C.1), C.2) & CA) (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE IRECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. B. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING +INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 THROUGH 5) EXCEPT THAT HEADERS© &® SHALL NOT BE USED. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER S ALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90", PER SECTIONS 1, 2, 4, 5, U AND ALTERNATIVES 1W, 3W & 4W ON SHEETS 4, 5, 6 & 7 RESPECTIVELY; -SHALL HAVE A LEGIBL AND READILY VISIBLE MARKING 114STRUCTING OWNER OR TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. I 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS (INDICATED IN THIS ORAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To. 13. (9) THIS PRODUCT EVALUATION DOCUMENT (P.E-O.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE 1I4FORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE 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 IS THE COMRACTOR'S RESPONSIBILITY_ (0) 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 ANDIWHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENG114EER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P,E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.O. SHALL BEAR THE OATE AND ORIGINAL SEAL`AND S1014ATURE 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 OFi 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 IN(plrrrrr i sri LLLf,I,,I �1 •:�CEN,:••.`'i� ; FLORIDA BUILDING CODE (Non Hlah Ve No. 441% ? F 1 1x • e1111 ILT11Q. TIC. TILLTT TESTING & E"WNNEElIN01 COMPANY I"".M.. ..[xs,rta0°AVIE,xL]]IOR10: (]wI 01i-ISO. fu : (]w) si1-1N1 .-mq: W.ceOa0.ccm EB-0006719 I WN.TEA A. RLUT Jr., P.F. . Ui . F .4161 r 24 GAGE GALVANIZED STEEL STORM PANEL u'L 01uwN er: GLOBAL PROTECTION PRODUCTS] LLC, 4900 B,W. bl St .EET PNONE (954)6BB-7a1], FAx: (9!I)6B9-tl797 DATE, 17-I42 ORAWBIG No: Q//FNTjIp'I; • VV((II�(�„LL _ _ YE wrt a xI . sum 1 OT is J CL L(1EE0 EDGE DETAIL A (7) REV. "H" HEADER .133°1 0.270" i 200' I I 1.9I07" 0.625' L� 200° .133' ) .957' ' 1 = AVh..085' COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1") 15.125• (TOTAL WIDTH)--. ---12.500' (EFFECTNE WIDTH) r. 193" I 1- 1.350° PAN I-1.350"-1'1.250" \ I 00" I .BB' II .U88" 0.014' IAIN. THICK I %C1.J J] - ----- •.� 1 - .' ( 3.375• 1 i310" i I J'-1 I .640" .OBB"I GALVANED STEEL ASTMIZA653 TYP. ' `i�: 2.000• 084'• .084"I N, I GRADE 6g0 G�VUM HEMMEDJ .250' I I 'L.125'• I I 00.+. 1.0115' 48' J STORM PANE � [- L1.3so"- i EDGE - DETAIL A i J i_L_ 3is --(TrN.) 1/4'0-20.3/4' --1 .750' 9.S. STUD RIVM .125' If 10 ANGLE O 6 1/4' OR O 12 1/2' O.C. (MAY BE REVERiEO) 1- I r1 .G68° 1.50D" 4 I SEE j aL i 1.5 v-1 125' : I,.) 0 "H" HEADER i - (�) "F" TRACK ® ANGLE WITH STUD DOE 0.024' (Min.) GALVANIZED STEEL � t - J IIi' 15 OR 5® J, .125" I. DETAILANEL 1 .75D" I- .8i3' O9 SLEEVE 2 1 f B" 37s MAX, LENGTH (TYP.) z.DDO•� � z.0'oo" 18" I TYs" 2.000" R. 6.6e3=- 3'750" YPJJ ® "U" HEADER O i I sl () SLEEVE i" MAX LENGTH .374^ 3.000' 606I-76 ALLOY SB4 zaD .311° .656"I0' .052' z.DbD•, ' �a $ 1.125' .860' OBB' 11.000R .123' �, •'J.• i MII4. 0 ® MIN.. b ® •250' ' SEE SECTIONS --) �I .250` MIN. .204" D )3UILD-OUT "F" 14 BUILD -OUT 'IF" TRACK 15 & (p) WASHERED WINGNUT TRACK ANGLE (ZAIAAC 3 ALLOY) ELS SHALL BE INSTALLED ALWAYS FROM LEFT TO, RIGHT W/ 1/2' LEG AT ENO AT LEFT SIDE OF PANEL PANELS £ND LIP =' 1.., IY/ HEMMED EDGE' \ to 05, 0.250. HEMMED I \y.' ISOMETRIC VIEW DETAIL n ROUNDED CORNER 0 ENDS OF PANEL'S .�-2 378•_-,� END LIP W/ HEMMED EDGE. j I (N.T.S) i .091' O6Y (TYP` 2 1, 4' O KEY HOLE WASHER 3105-H154 ALUM. ALLOY 10ANGLE I 11 "J" TRACK 12 PANEL HANGER ........... (1 1/4" WIDE) Ioll1 N. TIL � (USE ONLY FOR E-Z HANG STORM PANEL °•„ . I SYSTEM) 6o63-T6 ALUM. ALLOY 1R1 �.��(,� ........... 'L FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ' 0.i �f _ ^ ,:TILLI7 Qj(. ''•., i e201T TILTEOo, WO.44167 1L G C INc. TESTING ! CNGINEERING COMPANT 0J33 N.R. ]ex. 5,, SI.. ]W, 1ERCNA 0-11. uy156 TT<.1 : (NS) 6T1-x , fo. I INS) "I-1 .- cvoctl.rem F8-0G06]19 WALTER A. IIWf Jr., P.E, FLOfliOA Uc. 44167i 24'GAGE GALVANIZED STEEL STORM PANEL "'L DrrA1m ar: GLOBAL PROTECTION PRODUCTS, LLC. 4e00 S.W. 51 STREET OAYIE, FL. 33314 PHONE: (954)689-7545, FAK (954)R09-8]9] Ge/m/17 oar: 17- 142 OMri111G No; ' QLwy6�pll ATE w3�'^9N wrz rt ao 1e-ma m/w/n . SHEET 2 OF 18 MAXIMUM A 5 D DESIGN PRESSURE RATING (p s f.) AND CORRESPONDING 1/4, 3/4, 4/5, 5/5 & 6/5 MAXIMUM SINGLE PANEL D LENGTH "Lr' SCHEDULE ONLY FOR REGULAR STORM 2/4 )w/s, 2w/s, 3w/7 & aw/7 L PANELS INSTALLATION INTO POURED CONCRETE CONCRETE BOCK & WOOD (t) 3' MAX _ANCHORS (SEE SCHEDULE ON LAIN. SIN PAN L 4Cfi UNRESTRAINED _SINGLE PANELS 1 RESTRAINED AT EACH 1' SHEETS 9, 10 &11) 3" MAX 7" MIN. Al TOP OR BOTTOM END WITH TRACKS �0& 9 OR d O i / p WITH TRACKS nORn* * D.M., 20, 0•®, -__ __. _--_____.-. _ _� • .-____.__.._ __.___.___.-_ , DIRECT MOUNTED AT EACH FND MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM AS.D. DESIGN PRESSURE RATING CONCRETE & WOOD INSTALLATIONS t 20.0 12'-0' 12'-0' 25.0 12'-0' 11'-8' 30.0 J1'-8' 10'-9" 35.0 10'-10' 10'-0' 40.0 !0'-1' 9'-4' 45.0 9'-6' 8=9' 50.0 D'-1'• B'_4" 60.0 B'-J' 7'-7- 65.0 8'-0' 7'-4' 70.0 7'-B- 7•-0' 75.0 7'-5" 6'-1n' 60.0 7'-2' 65.0 7'-0' 6'-5' 90.0 6'-9' 6'-2' 95.0 6'-9' G'-O' 100.0 6'-5' 105.0 6'-J' 110.0 - 5•_7• 115.0 - 5'-6' I19.6 - 5'-5' MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM A.S.O. DESIGN PRESSURE RATING (D. J.) (+ or -) CONCRETE & WOOD INSTALLATIONS t L+ L- 20.0 14'-4- T3'-0` zs.n 12'-10' 7y.-7- J0.0 I1'-8' 10'-7- 350 10'-10" 9'-9' 40.0 9'_6' 9'-2- 50.0 B'-7- 8'-2" 55.0 8'-J' 7'-9- 60.0 8'-0' 7'-5' 65.0 7'-B' 7'-2' 70.0 7'-5' 6'-i I" 75.0 7'-2' 5'_81 80.0 7'_0' 83.0 7-0' 6'-J' 90.0 6'-9' 6 r 95.0 6'-7' S'-10` 100.0 6'-3- 5'-7" 105.0 6'-3' S'-4' 110.0 - 5•_/• 115.0 119.6 4'-8' MAXIMUM PANEL LENGTH (in) MINIMUM SEPARATION TO GLASS SCHEDULE WIND SPEED 4 170 m p.h WIND SPEED > 170 m.p.h UNRESTRAINED RESTRAINED UNRESTRAINED RESTRAINED 30 OR LESS 1` 1" 6' 6 1/4" >33 TO 90 1' 1" 7 1/2" 7 1/2- >90 TO 145 7' 1" 7 1/2" 7 1/2" >145 TO 16B.3 MINIMUM PANEL LENGTH [In) FORA GNEN MOUNTING CONDITION 1..5" BUIlO-OUT BNLD-OUT TOP DIRECT "h' "U" STUD F' r' TRACK F TRACK BOTTOM MOUNT HEADER HEADER ANGLE TRACK V/ 61 E �SURES CLOSURES - DIRECT MOUNT 46" 32" 32" 35" 55, S0' 50, 4 1.5-XI.S' STUD ANGLE 35" 32" 32' 32" 42' 38' 38' 3 'F" TRACK 55, 32, 32' 42" 67' AD 60' 1 BUILD -OUT `F TRACK ANGLE W 910E CLOSURES so' 32' 32" 38" ED' 16.1 5fi' 1 BUILDRI E CL06-OUT F URE5 TRACK W 50" 32' 1 32' 38' 160' S6' 56' ®l kuj or® 1 i i 1 BOLTED PANELS W/ 1 40-20X1" F S.S. M.S. BOLT Yl/ ® Eq. OVERLAP 1 B (SEE SECTIONS AS APPLICABLE) U I I I I IA I I' I I I I •`. ffA UNBOLTED(SEE SECAPPLICABI I O i, 0 O O p p MAX I MIN. 3" MAX 2/4 1/4, 3/4. 4/5, 5/5 & 6/5 1" MIN. I 1W/6, 2W/5, 3W/7 & 4W/7 -ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 &11) REGULAR STORM PANEL n ELEVATION 2.667' 1 N.T.S. 1/4" Mov. GAP (MIN. OVERLAP =1 WHOLE VALLEY) ! 77 MAX. GAP I ✓ `J ( \-./ � SECTION A -A N.T.S. NOTES: 0(1) L+: MAXI"UM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE AS.D. DESIGN LOAD. L-: MAX. ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAY.IMUM PANEL LENGTH: I GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 'L+' FROM -SCHEDULE GIVEN A NEGAT AS.D. DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH "L-' FROM SCHEDULE. FINALAE MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL TO THE IM NIAIUI.1 DETERMINED PANEL LENGTH BETWEEN 'L+' AND 'L-". 1 (3) SEE SCHEDULE BELOW FOR GAIN. PANEL LENGTH FOR POROSITY OUALIFICATION. t INSTALLATIONS II4TO WOOD ARE LIMITED TO x 95 p.a.l. mAX. A.S.D. DEVON PRESSURE RATING EATS ��/1p•>y�l FUR MAX. AS.U. DESIGN LOADS & MAX, PANEL LENGTHS FOR /S.u9MENlM� Is USED. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) - No. 44167 c2017 RLR U. wa' 24 GAGE GALVANIZED STEEL STORM PANEL * , * * aAm ar GLOBAL PROTECTION PRODUCTS, LLC, 08/A17 DAZE; `•O :: ` IL ECOINC. 9O •, t(411 4800 S.W. 51 STREET OANE. R 33314 TILL�i TCBTINp a �NDI��RING CO�PANT r>ss�vn• ,C(,ILp{pLK`}%`\VV• -r"� V ^, .U,aa Isy>) mµr5]o . rn : Isvfl e11-I_sr EE-0006719 PRONE: L95f 689-7515. FAX: (954 EB9-8797 T I 1 7- I42 DRAmIc rlo: av a u-vn opt /n SRCET 3 Or 18 -�MTei WAITER A. TILL1T Jr., P:E. RpWOA Dc. 44167 INSTALLATION DETAILS FOR REGULAR PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES j�E�%ISTING POURED CONCRETEOR %ISTING POURED CONCRETE I REQUIRED. CONCRETE BLOCK r—OR CONCRETE BLOCK CONCRETE ANCHORS_ I REQUIRED. (SEE SCHEDULE ON I:, CONCRETE ANCHORS 014 SHEETS 9 THROUGH 10 �--1 �� � (SEE SCHEDULE SHEETS 9 THROUGGHH I xISTING POURED U 10) 2 ONCRETE OR _ ( I CONCRETE BLOCK 1/4- 1/2" i 1/4- REQUIRED.• _ MA MAX. r— (SEE SCHE DULL ON { E.D. � I � E D 1 � (SEE SCHEDULE ON 1//"P-70n• S„[ u NFM Bm15 W 15 O 6 1/C O.C. SHEETS 9 RIROUGH 10 I I _ I EO( 4i EO - ten•' n 1/a-.-zmr � I . SEPAMIR°ATION _ FA apmAN+� Ian. ems. e°us x 1 E .D. I . TO CLASS. %,I WFOR Pu41. II SEPARATION I (USE TOO FRi1 j I I TO CLASS. E%ISTw�-I�(SEE SCHEDULE I r�l t' Mox, (SEE SCHEDULE I �� O'er T� I G1A55 ON SHEET 3) I I I PANEL LENGTH II Oil SHEET I (SEE SCHEDULE II I I I I Min. SEPARATION I ON SHEET 3) II I L Max. I 1' Max. CONCRETE ANCHORS ^, PANEL LENGTH '1 (SEE SCHEDULE I 1 TO CLASS. PANEL LENGTH (SEE SCHEDULE ON� I (SEE SCHEDULE I (SEE SCHEDULE SHEETS 9 THROUGH 1 T I II 1 I ON SHEET 3) I ON SH 3) I ON SHEET 3) . .. 1 FOR. i IXISTINC 11 I i f ( I I I lAAX GLASS 11 I EXISTING ,y I "i E. "(t" — I I 1 s �Ivs°iiuO pun I 77— 1 F0'L I GLASI 1 1 W IS O 6 1/4 O.L. I ! I MAX. E.. . L_ 't I I I I I I I 1�2 I I EA. -1 ' 5 I I E.D. I EXISTING POUR) I 012 1/2' O.C. I �_ '' 1 5 I /4%1" HEX WASH HF/O CONCRETE OR I I (A5 APPLICABL '� iM 91$eEX TAN 5C6EM' OR CONCRCTE BLOCK I I CONCRETE ANCHORS J I E)I I+ �J-�{Q�Eb—I IH'-ten• 6.5. LLS. x/ NN REOUgEO. JI (SEE SCHEDULE ON ---�� i 1 I 0.4 r SHEETS 9 THROUGH 10 ,f. I ALTERNATE IY/ (D ONLY 11'MO SOLID ' LEG LOCATION SET & CALK -IN ANCHORS ARf USED W p WHEN EXISTING POURED CONCRETE ALTERNATE CONCRETELFXISnNG POURED CONCRETE PANELIAgTES ANCHORS R CONCRETE BLOCK ANCHORS OR CONCRETE BLOCK REQUIRED. CONCRETE ANCHORS) ARE USED, NEOUIRED. (SEE SCHEDULE ON ) SE SCHEDULE ON SHEETS 9 THROUGH 10 SHEETS 9 THROUGH 10) BUILD —OUT MOUNTING WALL MOUNTING SECTION 1 SECTION 2 CALL L MOUNTING /DIRECT MOUNT SCALE 3/8-1" - SCALE 3/8-1- I SECTION 3 SCALE 7/B.1" N tt pJJJJid�n!- A TIL FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) _ _ '• C201711LTECO, IIx:I M.L ° No. 44167 24 GAGE GALVANIZED STEEL STORM PANEL OHAWH E.D. =EDGE DISTANCE NOTE FOR COMBINATION OF SECTIONS: ; IL E C O'(q4. GLOBAL PROTECTION. PRODUCTS, LLC. 08/°'/1' .(SEE SCHEDULE ON TOP & BOTTOM L10LINTINGS CAN BE R 003/ SHEETS 9 &. 10) COMBINED IN ANY WAY TO SUIT ANY W nulr re ING Q -"KING CONPANT ae0p s.W. s1 STPEEi INSTALLATION. 9 1� cmc nee". 4ee,. R, R•. r4A vnm416womc, n A4I4c DAYIE, Ft- 7..1• �''• •�Q 1V. •••• a' 11 : nm) etl-Ilia .. n.. ftm) TI-Istl PHONE: (95{)669-73q, FAX: (931)669-8797 1 %-142 1 w: Ia.wP,M,.m,l DruwnA; Na: TIU67r'Ji.. P.E. ROMDA Ua, J N167 W[ SM[A < Ol 10 CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUGH 10)•, _ EXISTING POURED _ "0 — CONCRETE REOUIREO� 11 1 1F . II —1-- — II 1 �(SE )Tin.PARATION .� GLASS. I SCHEDULE 0 ON SHEET 3) 1 I II 1 n n ( ® 12 II I I n I I n II — EXISTING POUREO�_ I CONCRETE ; REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON--E.O.— SHEETS 9 THRDUDH 10) CEILING AND FLOOR MOUNTING SECTION 4 SCALE 3/8s1- INSTALLATION DETAILS FOR REGULAR PANEL n INTO POURED CONCRETE OR BLOCK STRUCTURES ALTERNATE CONCRETE ' ANCHORS LOCATION (SEE SCHEDULE ON GH E%'STING POURED CONCRETE EXISTING POURED CONCRETE SHEETS 9 THROUGH f0) UN CONCRETE O CO OR CONCRETE BLOCK REQUIRED. REQUIRED. _A�TERNATE LEG ) { V LOCATION CONCRETE ANCHORS (SEE SCHEDULE ON O CONCRETE ANCHORS (SEE SCHEDULE ON I SHEETS 9 THROUGH 10) iF l N TO GLASS. Y A� 'L• rx I (SEE SCHEDULE ON PANEL LENGTH SHEET 3) (SEE SCHEDULE FYI ON SHEET 3) 1 I EXISTING] I GLASS I I ( soy. OF L' MAX. E.O. CONCRETE ANCHORS (SEE SCHEDULE ON 4 EOGE OF IJALL OR SLAB SHEETS 9 THROUGH 10) (ALi. COIJORION) EXISTING POUR OR CONCRETE REQUIRED_ E.D. - EDGE DISTANCE NOTE FOR COMBINATION OF CF TION : (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. BUILD —OUT MOUNTING SECTION 5 SCALE 3/8.1" SHEETS 9 THROUGH 10f I(� 1_ 2 1/T11- REX WASHE. Hm r E=EX ,EH SCREW OR '- 1/2- I 4" / 1/1--70.5. 5.5. N.S. W/ IIUI I]NL D 17 1/7— O.C. , ( '°-7ow E.D. I I NEX Hm 90.15 I I o e 1/4- R.C• , I 'L' Wx. ( 1 I PANEL LENGTH 1 (SEE SCHEDULE 1 h1in. 1 1 I I ON SHEET J FOR SPACER Q I 1 SEPARATION TO GLASS. I ' & SCH<DOLE -70.1• I (SEE SCHEDULE I IH'P-zoa' N SHEETS g & 109 BOLTS W I I ON SHEET 3) �' I I �n S. BOLTS w I AT IA SPACER FOR PItA1 'L'� NOx. H ww T-67 PANEL LENGTH I� ( .I (Um fQi PHEL U)LTH ohR T-6j (SEE SCHEDULE -- i ON SHEET 3) EXISTQigI I —I HEAD BOLTS 6 1/4- G.C. ED CONCRETE BLOCK N. 44167 CLASS I I I II I OF V MAX. I I I ( I sox 1 E.O. —SPLENACER I OF 'L" I I MAX. CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUGH 10) I 1 1 I 1 2 1/8- 9 LONG MAX. ALUMINUM I I SPACERS 0, 6 1/4' O.C. VALID FOR ALL DESIGN LOADS AND PANEL EXISTING POURED CONCRETE I LENGTHS PER SHEET 3. OR CONCRETE BLOCK REOUIREU. 7' t]A%. LONG ALUMINUM SPACERS O 9A 1p 1/2. O.C. (SEE TABLE 81 ON SHEETS 9 & 10.) WALL MOUNTING /DIRECT MOUNT W/SPACERS n OR a SECTION 6 I SCALE 3/8-1" I I FLORIDA BUILDING CODE (Non High Velocity HUrricane Zone) -2O1] nLTEco, ulc: � 24 GAGE GALVANIZED STEEL STORM PANEL ORaml BY: IL E—c p -. GLOBAL PROTECTION PRODUCTS, LLC. "MT0 17 BAE �600 S.W. 51 STREET TLUT TESTINO & ENOINCERINO COMPANY 4 SL, .°5, YAG.q. Drops. R SSIN Pn..r ��(Sm)n1-ISay.lo.: (]°5) 651-i551 17-142 61NE, FL ]] " PHONE: (954]869-]545, FAT; (954)689-e797 k W C6719 om EB-0006719 ORAWIIK: Nr: m [u[ PJ17ER A. RLLR Jt.. FL0.. LI t418] 5NC[I 9 Or Ifi I WOOD INSTALLATION DETAILS FOR REGULAR PANEL Cl INTO WOOD STRUCTURES . I wooD aNctlDrts i (SEE SCHEDULE ON SHFFT 11) I. .,II'j'I l'l000 ANCHORS 1 4" (SEE SCHEDULE ON luX. SHEET 11) 1 /2' ' j- WOOD HCA ER_ M•D �� I I REQUIRED lilt I I M'n. I I I r Ii j I I I L I 1 ,SEPARATION { "L MAX. t— TO CLASS. (SEE SCHEDULE I I ON SHEET 3) 1 1LE (PANEL SEE SCLENGTH ON SWEET 3) L E%ISTIIJG 1 1 I (tg rW caul La1GIH IAm 7-ej GLASS—� I I �T! 1 E I I SOR OF ..L" jam' I I:• i5 MA%. L�J 3/4" ,: b 12 1/2" O.C. EO EO I I 1 2"X4" WOOD PLATE REOUIRED I_ I �L:, I! I _ WOOD ANCHORS STAGGERED W/ STUD (SEE SCHEDULE 014 SHEET 11) WALL MOUNTING ALTERNATIVE I W SCALE 3/8-1" EXISTING j SEPARATION CLASS—� TO CLASS. t-(SEE SCHEDUU 1 ON SHEET 3) 1%a'°-1O 5.6 . wAl� 1• iDf "FAO BONS 0 6 1/4- � 1 Q.C. I{ i t -� EXI5T11j1 SEPARATION — TO GLASS. (SEE SCHEDULE � t/a•o-zD.I• , ON SHEET 3) I 5.5. EELTS W10 —zr Fw oia6A� �F--_ . J J I— MR PA I I LD R ORR T-6•) "LL I I I I I GlAsS--fir _ PANEL LENGTH LEN (SEE SCHEDULE �I i I I I ON SHEET I FOR '—� SOR SPACER SPACER I I "L" I LENGTH I I� OF MAX. 1 I I Ea � I I ... I I � EO � I I I I 1 1 IAPX. LONG ALUMINUM SPACERS 12 1/2" O.C. I "L" MAX. I (SEE TABLE #1 ON SHEET 11.) I PANEL LENGTH( 1 (SEE SCHEDULE ON SHEET 3) j L.—PANEL MATE FEMALE ID OR PANEL MATE PLUS (SEE SCHEDULE ON SHEET 11) I 2"X4" WOOD =i PLATE REQUIRED I DIRECT MOUNT W/ SPACER I� —� ALTERNATIVE 2W' SCALE 3/8=1" �%1 I 0 12 1/2" O.C. SEE TABLE #1 ON SHEET 11 FOR MAX. PANEL LENGTHS & EO MAX. A.S.D DESIGN LOADS FOR THIS INSTALLATION. WOOD ANCHORS STAGGERED W/ SND (5EE SCHEDULE ON SHEET, II 2".4- WOOD LATE REQUIRED WALL MOUNTINGS DIRECT MOUNT ALTERNATIVE 2W SCALE 3/8=1' NOTES, NOTE FOR COMBINATION OF , rjLW5j: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING (p.s.f) AND PANEL LE14GTHS TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR COMBINED IN A14Y WAY TO SUIT ANY ALTER14ATE 21'1') INSTALLATION. 2. FOR NEW MOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE' 1' MIN. SEPARATION TO GLASS INDICATED ON SHEET 3 MAY BE REDUCED TO 1/4' AS LONG AS THE FOLLOWING CONDRIONS ARE COMPLIED WITH: 1 III MAXIMUM AS0 DESIGN PRESSURE RATING IS' . -fi5 p9.f. (2) MMIMU14 STORM PANELl.LENGTH IS 72." i (3) STORM PANEL INSTALLATIDN IS ONLY IN70 AN EXISTING WOOD FRAME WALL. (4) INSTALLATION VALID ONLY FOR WIND ZONES 1, 2 & 3 PER IASTM E 1996-06. ' I FLORIDA BUILDING CODE (Non High Velocity Icane Zone) ez01T nLTEco, wc.i -Hu 24 GAGE GALVANIZED STEEL STORM PANEL M'L DRAWN BY GLOBAL PROTECTION PRODUCTS, LLC. °B/DATE" IL ECOINc. 4BOO 5.W. Ol SIRFET ANCfL ZZ314 TILUT T�—IHO K ENGINEERING COMPANY 54 61a 506, v,6ptM •J.99N19. R uI .: 1-,1-nJo . Fr. ; Pw) 6N-Iv1 4.1.; 10,=c .— EB-0000719 PHONE: (954)6069D-7,515, (954)6B9197 M. -8 17-142 OR4YN!° Na: P.E. SEAL/SIGIUTURE/DATE art .O. mN7n ENEEE 6 6F 16 WALTER A TILUI Jr„ P.E. FLORIDA Lie. HIB7 INSTALLATION DETAILS FOR REGULAR PANEL INTO WOOD I t 4"x6- (Min.) EXISTING WOOD ALTERNATE LEO BEAM REOUIRED. STRUCTURAL �t-- tiUCaTION' ADEOUACY OF EXISTING WOOD I BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR —ED. ED ARCHITECT RRIOR TO OR 11 O INSTALLATION. Y/OOD ANCHORS ALTERNATE WOOD ANCHORS �-- (SEE SCHEDULE ON (SEE SCHEDULE ON - I EO SHEET 1)) SHEET 11) ,� ...., { EC 11/4 1 EXISTING 1 ®_fit I MAX. I WOOD HEADER REQUIRED 1/2• rttss —1 I 1 1 C I WOOD ANCHORS i 2' + I I (SEE SCHEDULE ON Min. 71 Bin. ISEPAROU -"( GLA5S.5.(S 4 SHEET 11) 1 SCHEDULE I 1 I ON SHEET 3) s.s. BOEi6 W 1 I 2 1 Min. FORFA PUF1 ( I SEPARATION TO GLASS: f_(SEE 1 1 ; C.SE "L" MA%. SCHEDULE ON SHEET 3) 1 I I PANEL LENGTH (SEE SCHEDULE 2 EXISTING 1 ON SHEET 3) GLASS—� I I I j 1 jOF I 'L"' $ I.IA1T, I L n I u 0 12 1/2" O.C. IJO FlIJISHI I I EO 1/ 2• 1 ALLOWEDT- EO I _ I I1: \ 2"xs" WOOD . WOOD ANCHORS - - ---- -- . DECK REQUIRED REOUEONWOOD PLATE RED •,_ Iv00D AIJCNORS (SEE 5CHEDUIE ON 3/4• . (SEE SCHEDULE _ SHEET 71)'—�--. __ - SHEET 11) AILING AND FLOOR MOUNTING BUILD —OUT MOUNTING ALTERNATIVE 3W ' SCALE 3/R.1• ALTERNATIVE 4W NDTE FOR COMBINATION OF CFCTION@ NOTES- '. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. TOP & BOTTOM MOUNTINGS CAN BE - DESIGN PRESSURE RATING (P,s.T) AND PANEL LENGTH! COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 INSTALLATION. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. SCALE 3/9.1" y�Q' � JGEN3F T✓�=— _ • No. 44167 7 02017 71LTECO, INC. ON ILL E O C6T1Hp 4 EXGIXEERING CO i i. m. xx axmA wXon,s. -I- HEX Wt u NrAD 6uLLpn1 TEx SOREW ON 1•-i0xl• 5.6. M.,L YI/ NUr 12 1/2- D.C. tN-v-2m1' ! 3S Cx rOAO 60D5 I I I I ' I sj 151 PANEL LENGTH FOR PAMI (SEE SCHEDULE I r U]IGOI m 1-61) ON SHEET 3) . I I 50R T—i I 1 OF L" '0 I 6U17(. 6 1/4. O.C. BUILDING CODE (Non High Velocity Hurricane Zone 24 GAGE GALVANIZED STEEL STORM PANEL oRAwn er: .OBAL PROTECTION PRODUCTS, LLC. afi/D7/t] DAr_ tfi6.W, 61 M DAYrL w14 t4 PRONE (954)fi69-7545. FAX: (961)689-e]W 17-142 oruW9lc No: m]Avu � SHCLT 7 01 18 POURED CONCRETE, CONCRETE BLOCK OR 2'x1' W000 FRALfE� REOUIREO f 1 CUTS'- tlin ?R LON ANCHOR O.0 ' l 3105-H14 OR 6063-T6 ALLOY —1 2 1/2' CONT. ALUM. ANGLE lAin. _— CASE A (PLANT SCALE 1/4"-1- 1.5% — (TAN. PANEL — OVERLAP BEYOND OPENING WIDTH) POUREO CONCRFTE. CONCRETE BLOCK OR 2'xd' WOOD FRAME REOUIRD I B4O.I DISTANCE' I /-O 1 CASE E (PLAN SCALE VARIES B u v , 5" 1.4JA.'b I 1a' I POURED CONCRETE.- n II CONCRETE BLOCK -off- 2 0 IL-. 9W WOOD FRAME II OR u VARIES 0 5' A4Jx. M 1. c1341 Max. =crvvv vv 1 ITRAC) BOUT _ L4: A 4" x .072" O 12' O.C. 3105-1-l14 OR 6063-76 ALLOY W/JACKNUT C.M. .— A.NCLE CASE B (PLAN') SCALE 1/4"=1" OR _ POURED CONCRETE, CONCRETE BLOCK, OR 2-x4- Y•IOOO� ,—r I N.U. 2 1/Y 1/4•0 A 13/4' IAP_CON I I ANCHORO 12" O.C. 2 1/2" , hfiny. II ' I" 2' x 2- x .05V TO �ALTLAIMATE LEG LOCATION 2- 5- x 055' CONT. ALUM. ANGLE OR .OBO' 310.5-H154 SHEET LtCTAL ALUTA. BENT PLATE CAP CASE C (PLAN�j SCALE 1/4".1" POURED CONCM.I i E% P01/RD CONCRETE u .®� ,� OR CONCRETE BLOCK I 170 CONCRETE BLOLK'dR' VARIES 1 FOR RAME WO D I A5 2'x4' WOOD FRAME 5• ),iq -il ® 1 REOUIRD I I�aAe (2.3 O OR® VARIES I 5" IAa. I 0 m9----- 0 TRACK r1 p8 mp.) a m e _ Vr"-xa 3: 1KILT6 �� v —fl W1.91EP[p WJIGIM O B G2.M /• U 4vJn�.TRBBti h BCB • ' a.c TTFUEAAiiip� r,� TIE(/T CASE FCASE F(PLAN vV SCALE 1/4"=1" 2' A 3' x .093' 3105 H-14 OR 6DM -I6 ALLOY COIJt. ALUM.—' ANCLE WITH 1/4'0 x 1 3/4' TAPCON O 12' O.C. 1' ML✓- PAFVEL " R1/4- Old . . tO POURED CONCRETE. CONCRETE___I BLOCK ON 2"x4' YlOOD FRN.1E REQUIRED CASE D (PLAN) SCALE 1/4"=1" FEMALE ID ANO PANELMATE PLUS (SEE SCHEDULE ON SH ET5 9, 10 4 11) 1 -OtlENT W1 ANCHORED FRORT A: flCAR FIAT nANGE6 PARALLEL TO j WALL (NEVER CUT END PANEL) I i CASE G (PLAN) ''SCALE 1/4"=1" VALID FOR UINECT MOUNT INSTALLATION ONLY & CERTIFIED PANEL INSTALLATION AT WALLS Vf/ SURFACE LE VARIATIONS 1WTHIN 3/4" R FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone *y 02017 nuEco. INC' 24 GAGE GALVANIZED STEEL STORM PANEL ' DRAwn ur: IL ECO'.JiMM:. GLOBAL PROTECTION PRODUCTS, LLC, OB/" F �� TLLIT TESTING h ENGINEERING COMPANY itlaa S.R. 51 MEET 44 J54NR. Je(usl.. Ha Jos. sT4�a 9wous, TI JJlaa DAME, FL. ]3]I4 ,� ) m1-IA10. Fw , (Jos) 471-uJl PNONE: (954J 659-7045, FAX: (954)689-B797 17-142 _ - aL IUNceoocL�om xEB-00057I9 I z. "' K:Om1o1 WssOmw ORAY4iL Ne: WAL1Ei1 A TRUT Jr., P. PY n•9ss M /Il FL!]AIDA tic. 4167 S1fECT tl OF TB I f MAAIMUM a.s.0 DESIGN PRESSURE RATING (o s f) AND CORRESPONDING MAXIMUM ICHORI SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) I SEE SHEET I1 FOR ANCHORS IYPF k SPAOINf. FOR INSTAllAT10115 RLTI WOOD FRAUE AlTall S IAINIMUM ANCHOR SPAC-GS AND IAINIUUM EDGE OISTMCC ME DDICATED ON THIS SCHEDULE. FOR C.D. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BYUULTIPLYINC SPACING SHOWN ON SCHEDULE B1' THE COLLOYRNG FACTORS. FOR Tf05 OPERATION TO eE POSSIBLE' REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BC LFSS THAN MINII.IUM SPACWn INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE. ANCHOR TYPE 1/4_a t/4•e 1/4-0E114VIEl/l _ SOUR—SET PANEWATE FEMME IDMINIMUM CAUL—IN ANCHOR SPACING (in.) ] ] ] MINIMUMEDOE mNCRET[ f1 0 ] 1/2' J' ] O1nANCE 1Lo.@ gO�Dn J J I/2• ] 1/z• 4 ACRIAL EDGE DISTANCE (ED.) FACTOR t 1/z• Dv - - _ J' - - - 09A -- -- - O.Te --- . - ' ---- IA0 - 0.6] — NE.IINIa� VNLT vAuO WHEN SPACER 9 IS USED. SEE TABLE #1 FOR MAX. A.SD, DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ® IS USED. MAX. A.S.O. MAXIMUM ANCHORS SPACING FOR MIN E.U. PER SCHEDULE BELOW * APPLICABLE DESIGN TO SECTIONS L'RXIUUM PRESSURE TAPCON SOLID -SET PANELMATE PANELMATE PALEL RATING FEMALE ID PLUS ZAMAC-NAILIN CALK-M LENGTH (P.S.i.) CON EtE O6LaN E CONif � CONC OOnT TE C6LocN E CONTCRt� an RENTS CONCRETE NNLAETE WNCRETE CDNCRCTE p e1TNHAF�N (To -76 uENSF` •. P 44167 y 5'-6• OR LESS >5'-6' TO 7'-S' I TABLF *1 A A.S.D. DESIGN LOAD I MAXIMUM PANEL LENGTH 40 PSF OR :LESS 6•_g" > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO PO PSF 5'-101' A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ 9A SPACER AT 12 1/2" O.C. i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) C7017 DOECO. INC. ZED STEEL STORM PANEL M'` GRAvm er: TION PRODUCTS, LLC. S.YI. 51 STREET ME y1WT TESTING 6: ENGINE�EA INGI OUMPANT mro.r. MN. r� aI� am, wI0U4 n alrt6E. •+• • Om) en-Iaao . Tu •�1a211en-Iaa.-T545, 'EH-0G06T " !m.�AFNwRLLR M ]J]14 F•V; (954)699-979T 17- I42 ID P.E.m/N F em sxcn Io aT fe RORa1A Uc {416T I 44 (VALID ONLY FOR PANEL 1Q INSTALLATIONS AS PER ALTERNATIVES 1 W THRU 4W ON SHEETSV6 '& 7)' I MAX. A.S.O. DESIGN PRESSURF RATING (D•s.l.) MAXIMUM ANCHORS SPACING FOR iE.D. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE TO ALMRN4TI 8 &ANY COMBINATION OF THEM MAXIMUM PANEL LENGTH L" (ft.) TAPCON LAG SCREW PANELMATE FEMALE ID PANELMATE PLUS WOOD BUSHING 13' - 13" 13" 13" 1]' 1W (TOP) 13" 6 1/2' 13" 6 1/2" 13" 6 1/2" 13" 6 1/2' 13" 6 1/2" 1W (BDTTOM) ZW (TOP) - - 6 I/4" 12 1/2" 6 1/4" 2W (BOTF-) 5'-0" 8" B' 8' e' - JW (TOP) OR LESS 13" IT 1� 13' 73' 9W (TOP) +45. -45 OR LESS 13 13" 13" 13' 13" 4W (BOTTOM) 13" 13' 13" 13" 8 1/2° IW (TOP) 13" 13' 13" 13" 6' IW (BOTTON) 6 1/2" 6 1/2' 6 1/2" 6 1/2" 6 1/2" 2P1 (TOP) - 6 1/4" f2 1/2" 6 1/4- 2W (1301T.a) >5'-O' 4 1/2" 4" 6 1/2- 6 1/2' - JW (i0P) 4 1/2" 4 1/2" 7" 7" ]V/ (BOTTOM) 14T04' 10 1/2" 9 1/2" 12' 12' 4" 4Yl (TOP) 13" 13" i3' 13" 8 1/2" 14YI (BOTTOM) - acc buCOilt gT ruH MAX. As.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER B IS USED, RRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 I MAX. A.S.D. DESIGN MAXIMUM ANCHORS SPACING FOR E.D. 1 AS SHOWN ON SHEETS 6 & 7 APPLICABLE MAXIMUM PRESSURE RATING (P-9•I.) iAPCON LAG SCREW PA FEMALE )D PANELMATE PLUS ALTEP.N4TIVE &ANY WOODHUSHINGCOMB194TION OF THEIR PANEL LENGTH L (fL) 13" 1J 1J" 13- li" IW (TOP) 13' 13" _li" 13" B" 1W (BOTTOM) 6 1/2" B 1/2" U 1/2", 6 1/2" 6 1/2" 211 (TOP) - - 6 1/4"1 12 1/2" 6 1/4" 2W (BOTT.•) 5'-0" 7 7 1/2" 8" I B. OR 7 1/2' 8' 8" I 8' - :sw (BOTTOM) LESS 13" 13" 13" 13" 1 13' 417; (TOP) TO +75. -75 17~ 13" 13' 13'1 13' V/ (BOTTOM) 13" 13" 14" 13' 10" IYf (TOP) 13' 13" 13" I 13" 6 1/4" 1W (BOTTOIA) 8 1/2" 6 1/2" 6 1/2"I 6 1/2' 6 1/2' 21'f (TOP) - - 6 1/4'I 12 1/2" B 1/4" 2Y1 (BOTT.•) >5'-O' 4 1/2" 5° 7 1/2'I 7 1/2" 15W IT 7T 9' 5' 5 1/2' 8" I B' - 3W (BOTTOM) 1.3 12" 13" 1 13'• 41Y (TOP) 13" 13" 13" I 13" 10' 4 ('(BOTTOM) ' SEE TABLE #1 FOR MAX. A,S.D. DESIGN LOADS '& MAX. PANEL LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2N,' ON SHEET 6 TABLE !ii A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8" > 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/ I& SPACER AT 12 1/2' O.C. 411111 �IGQ N. .. TLI��✓ `4c` a`y�P �ENSF`•'P No.44167 ` -2P17 TIL1Ec°' IHc; 24 GAGE GALVANIZED STEEL STORM PANEL N'L ' GP.InN EY: L E C O iINc. GLOBAL PROTECTION PRODUCTS, LLC. wit•_ aSTIXG k �NGINVCCRINO CON-jY le" SW. 51 STREET 4 i:s. u°'mPli. F, aa4r wvR, FL. J"I4 (ia!) NN-I , F° Civil Oil-lvl PRONG (954)5a9-/545. FNL• (954)65%-B797 17-142 ° Ee-V006TI9�I mausvm PPANiNi No: YI4LiER A EicOILR RORIw . 44I67 . ni[ SRCCT 11 GF 14 -ANCHORS (SEE SECTIONS i ALTERNATIVES ON SHEETS 13, 14. 15 h16) 3" IMA0X. 1" MIN. C1'F1�11 R-1A 1T3, -R —2A I1!; 3, R-3A 1�i 4, 1! T! R- 1B�/! 13, R-2B/13, R-3B/14,, 1D.M., 2R—tAW/I5, R-2AW/15, R-3AW/16. NoMIN. ,-28W/15, R-3BW/16. 0 0 0 0 0 -----------------r----------------_________________NOON--__________- i. `I 1 L/I 2 1 1/4"0-20x1" S.S. BOLTS %V I (USE FOR PANEL LENGTH ,LL,L 1 1 PANEL LENGTH OVER 7'-6`) 1 I; ,� I j REGULAR STORIA PANEL REGULAR STORM PANEL i ,j I 8•-6" 0 +40.0• -40.0 p.s.l. +•�-. I _ _ L _ ' . _ _).. :+ . _ . _ _ _ _ _ _ _ . _ _ _ _ •L'I _ _ .. _ _ _ (V!/ OVERLAP MID PANG LENGTH BOLT) LIFE SAFETY STORM PANEL 7'-6-.® +50.0, -54.0 ps.f. OVERLAP LAID PANEL LENGTH BOLT) Av� 20.1" ' i `{�j-1 =-' 1/4'0—:--I--T _ _ . _ _ _ _ _ _ :f { : _ 1 �_ USE 2'-S' MIN. PANEL LENGTH i i' I ('- I - - -I AT ALL MOUNTINGS I , I AT EA. OVERLAP i I � LI/2 --------- --- - __ _ ._!. __ _� _ _._ I __NOTCH._ _ , � 2 NOTCHES ES T STUD. .. ._ NOON _ .COON__ n LOCATION TT LIFE SAFL�a� PANEL BOTTOI.11 CORNERS III Q i Or ® -OVERLAP— LOVERL.PJ i ` MAX LEFT NUT �J E ER OR YANO t4UT AT ILRIGHT PANEL EIN.T,-LATIONS ONLY VALID1' 1.6N. R-1A/13, R-2A/13, R-3A/14,8RI R-2B/13, R-3B/14, 1` MIN.I UP TO 170 mp.h. R—lAW/15, R-2AW/15, R-3AW/16. R-1BW/15, R-2BW/15, R-38W/16. i ANCHORS (SEE SECTIONS k ALTERNATIVES ON SHEETS 13, 14. 15 S76) LIFE SAFETY STORM PANEL M ELEVATION (t) 1/4.1I GAP J__ REGULAR 2.687' SCALE 1/4"-l'STORM PANEL ( avm1 VMOE VN m) ' REGULATAN. m_',�_______ ________ STORM PANE 1/4• C . g- ., _ - -NOON:_:.-----_- �_______________ NOON__ ....__ _ IAA%. GAP J1 L-OVERLAP T ///// COON ___. NOON___ t •. ----- 11,,L -NOON-_-__-= ., . . LFE SAFETY PANEL ,Y9 f ��GENSF••t,9. = ::".' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone EXTERIOR ` No. 44167 1 92DA nLTEDO, VICj � 24 GAGE GALVANIZED STEEL STORM PANEL Yl SECTION A —A 9 4 IL E C O iwc. GLOBAL PROTECTION PRODUCTS, LLC. am, Q `l. ``V 6\ ��Wl*)jES11ND h ENGINEERINfi COMPANY 4899 S.W. 51 SMM SCALE 1/4`v 1 ` �. �/�£ • \C'11 61. 61.. _'Y6, YI WiDEAS, Fl .Ut66 DAME, FL 33I14 n PRONE: (954)569-75 % FAI; (954)09-6797 17-142 44 P.-.. �PA1U EB-0006719 ' ®nv n 1WMnG No: WAllEA A TUIf Jr.. P,E 1zn ,f-u4, n! RORIDA Dc. 141fi7 , n SHEET 12 or 111 INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES POURED ANCHOR ANCHOR ®9' O.C. i CONCRETE OR 0 9- EXISTCONCRETE CONCRETE BLOCK REQUIRED. TAPCON_ EXISTING POURED 1/4'0ANCHOR ANCHOR ®9" O.C. �CbNCRETE OR I '� CONCRETE BLOCK 1/4"0 TAPCON EXISTING POURED ANCHOR ® 9' O.C. I E OR CONCRETE BLOCK 1 9 0 TAPCQN / ' i ArICHOR 9" O.C. EXISTING POURED I ( CONCRETE OR REQUIRED. REQUIRED. ( CONCRETE BLOCK REQUIRED. _I, 20 fI r- 2) -20 1/2 MOX. 1/a. /AVa� ". 2' I E.D,- MAX. AX{ —_�1I�jIIl1r 1/4- MAX. ^_I E.DiII .. •'. E.D IIIj I ;.' I I1I1I IIII IIIjI II IT 1" Ain. III II I I O IInIIII II I .�1/sa'Ae-D]LDT.s I'W EXISTING II --SEPARATION ` 1 4T FA OVE II I is II 1 Min. LITOASS. I 1 1 1/a'o-.O. • II - SEPARATION I aoGLASS S DLTS W 1 I I II—t- 1 I 1 I .,L' Max. it I, I I _ I PANEL LENGTH IL_. ' MAX. rr'-'"--- 6• PANEELL LENGTH (SEE ELEVATION R 1 I (SEE ELEVATION I 1 Min. I ON SHEET 12)' II I I ON SHEET 12) r—SEPAW710N I I II I TO GLASS. I I 1 11 I I I I i I I I I I 02 ' I I C 12 1n GOI 1 3/4- ' f 1/4"0 TAPCO� I LII/4°0 TAPCOI� ANCHOR 0 9- O.C. ANCHOR 0 9' O.C. EXISTING POURED CONCRETE OR I EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. —CONCRETE BLOCK REQUIRED. SECTION R-7A SECTION R-1B ® REGULAR PANELS ®LIFE SAFETY PANEI �A�LMOUNTiN MOUNTINGS SCALE 3/6=1" SEE SHEETS 15 @ 16 FOR ANCHORS TYPE k SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. ANCHOR TYPE 1/4'e TmCON UWIIAWA AIJGHOR SPACWC (In.) J MINIMUI.1 ANCHOR SPACINGS AND MININl1Ll EDGE DISTANCE ARE II+DICATEU ON TWS BY SCHEDHEDULE REDUCE ANCHOR FOR ED. LESS I SPACING O BY MULTIPLYING SPACING SHOWN OR SCHEDULE BY T14C FOLLOWING FACTORS. OVDAIM roe, `DIn'W�1�'1 fnnnete W 3 CA—L, Be 0,) .l ACIlVL EDGE L1I mCE 0m) FACTOR FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING t t/y ----'— ---- D.JB - -- FACTOR SHALL NOT BE LESS TWIN 2 1/P D.91 MINIMUTA SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE, S. -- II /ao-zD,1 E%ISpI -II TO GLASS. I_, EXlsumc ll ;-T—' 'ss. eDLTs w� li-ns IL__—/ s. eaus w� GLASS I (usc rvx P i II 11--� nl G OVER, II I I Umt o7m Y-6') II I I II "L° 1.1Ax. 11L— I (SEE LENGTH 6" PANEL LENGTH II 'f I PAN (SEE ELEVATION B - I II 1r.6n. ( ON SHEET 12) II I I (SEE ELEVATION jr-SEPARATION I I II °' —) I ON SHEET 12) II TO GLASS. I I Imo_ / I I II 1 I I L/2 11 I 6I. i I ' 1 E.D.+ EO I I EO I I I EO _S5. HE20.J1L/134 1 Ns. Ell 9 12 '-o-zGsp- 2- NIX rLS. Ix 1//2- O.C. BDE15 _ v tz 1 z o.c. f 1/4"0 IAPCON 1/4"0 TAPCON ANCHOR ®9. O,C. , ANCHOR 0 9" D.C. E%)STING POURED CONCRETE OR EXISTING POURED CONCRETE OR —CONCRETE BLOCK REQUIRED. CONCRETE BLOCK REQUIRED. SECTION R-2A SECTION R-28 ® REGULAR PANELS ®I LIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/8=1" I EN = FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone No. 44167 i exon Bum, inc 1 24 GAGE GALVANIZED STEEL STORM PANEL Y.L ORAIVN B 77 L E C O INC. GLOBAL PROTECTION PRODUCTS, LLC. 06p0E17 •.. 1'[�/,TEA TILLIT TESTING Snk ENGIrnNC ERINO COMPANT 4eDO S.W. 51 S'TNEEr ' L SY SOS, Ne cepGT3. P. A]144 DAYIE, t - JM14 'e4 . liR1J C!•�C1- S .�a.: �1RA1 OI-ISSI PHONE: (934)689-7243, FAX: (984)689-6797 1 %� 142 a-0006719r Or-vOw+ wrt ORAg1rG Nv: r V)�'ql WALTEN A, DTILUT 4, RE OS :S-aN m/w7n a RORID.q c. aa167 . � oN SHCET tJ Or le INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4"0 TAPCON E%1577NG POURED I/4"0 TAPCON EXISIING POURED ANCHOR ® 9" O.C. CONCRE(E pR I CONCRETE BLOCK ANCHOR ® 9" O.C.I CVNCREIE OR REQUIRED. CONCRETE BLOCK i REQUIRED. 2 1/4" MAX. EL' - I I E.D.• I I I I I I I I II I , G � �I II 1" IAin. 11--SF.PARATION- 11 TO GLASS. II EXISTING POURED E.D.• CONCRETE OR CONCRETE BLOCK REQUIRED. S 1/4"0 PANELMATF. PLUS ANCHOR 0 12 1/2° O.0 LIS SEE SHEETS 15 h 16 FOR ANCHORS TYPE k SPACING FOR INSTALLATION S INTO WOOD FRAME BUILDINGS. MINIMUM ANCHOR SPACINGS AND 14INWUM EDGE DISTANCE ME INDICATED ON THIS SMEDUIE. FOR E.D. LESS THAN INDICATED ON SCHEDIILE REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS, FOR THIS OPERAnou TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SMALL NOT BE LESS IN" MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE. ANCHOR TYPE TAPCON PANEU PLUS 10NIYUM. ANCHOR SPICING (InJ 3 3 �WNIMIM t06l FMrf�V (in.) 3 3 DmeNtt 140.1 Cnnvete a— (In.) 3 3 1/2 ACIIAL EDGE 0WANCE (ED.) FACTOR - 3•,•' 0.90 1.03 II I" Min. I I . IhI"SEPARATION I I I ITO GLASS. I I I/{'a-20.1• II _ .S. If � AI to O'tERWT� 1 -'STINGJI ' GLASS II ,_' I t" IAAX. 6" PANEL LENGTH II I (SEE ELEVATIONi II ON SHEET 12)I R I I 1 i I I I I I � I I I I I I E.D.• EXISTING POURED I CONCRETE DR I I CONCRETE BLOCK) 5 I I REQUIRED. I ' I (BEYOBD) i� Qp I 1/4'm PANELMATE PLUS SECTION R-3B ANCHOR (BEYOND) ® LIFE SAFETY PANE WALL MOUNTINGS �- SCALE 3/6=1• r� No. 4416T FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone M17 TILIECO, °ICI 1 24 GAGE GALVANIZED STEEL STORM PANEL M..' ORAm: 6r: GLOBAL PROTECTION PRODUCTS, LLC. 4800 S.W. 51 STREV FL 7331{ °'/" DA E: L E—T� C O iTIND t ENOINEERINO COMPANT t, ]4 1�'� t+,swar<il a1-1ul PY.ONE• (954)569-]5{5, FAX: (95{)C6]-B79] 17-142 Ee-0006]19 I ORA"Im tlo: NALTER A. TILLIi FLORIDA1{OF TB INSTALLATION i DETAILS FOR LIFE SAFETY PANEL in INTO WOOD STRUCTURES I I WOOD HEADER REOUIRED y joOD HEADER REQUIRED lyl. __ VlOOD HEADER "�- I �4"G TAPCON ANCHOR 0 8" O.C. I ._I .: �4"0 TAPCON ANCHOR 0 9" O.C. REQUIRED" 1 4"0 TAPCON 1 I1 i� li' ANCHOR d 9" O.C. I i ,11 i. I rO .II O MAX. I 1/2• )t/s" T 2• _ / Min. ' 11: jll I I I I Alin. i I lArtl. !tI� I 'TING �� SS II I I 1/4�a•2a.1• I I /' I 15.5. BOLTS '" "r °•�° II II --mot / II I I_ /4o-2on• _i._ "S5. BOLT4 w� r PT U, GKRIA / II II II EXISTING I O I I 1/4"o-Tpbl" II IXISnNG (USE Fat PNRL I CLASS---11 L�+cIN o�R >-60 II I ( I I II GLA55—'il _ I 5s, eGLls ry 1 Ar !A 1 II I I "L" Max. I �f "--1 I i•/ PANEL LENGTH II II ;/ (115E TW PMEL i 1pIC111 O.eR 7-67 � I I II I PANFL LENGTH ,(SEE ELEVATION ) ON SHEET 12) II 6" I I (SEE ELEVATION I ON SHEET 12) II II �• I —'--1 •• j(mx I I I PANEL LENGTH (SEE ;ELEVATION II II 1" Min. II —SEPARATION I i I 1 II-- Ir---l'-- I ) 11 II 1" Min. —SEPARATION— ON SHEET 12) I I I 1( 11 TO GLASS. ) I i 1 L/2 II 1" )Ain. SEPARATION ) I 1 I O IF• II TO GLASS. I 1 I I J lh'I �EO. � TO GLlSS. I IF�j II� I I I L/2 _- oea I I .. �" // I I m z /2' ac. I I ED. I ililil ED. L_ I _ -- 1/2. ,. 1 _ // zu .T/•" I EQ. 2"x4" WOOD I i.5. nEx F�5 _ I ! I 4"0 TAPCON ANCHOR ®9" O.C. II �4"0 TAPCON PLATE REQUIRED ANCHOR 49 9' D.C. I �' _ I a-m IAPGON 2"xM1" N7UOD STAGGERED 4J/ STUD -" STAGGERED V!/ STUD AIJCHOR m 9" D.C. PLATE i n"x4' WOOD PLATF L _ "x4" WOOD REQUIRED ALTERNATIVE R—TAW ALTERNATIVE R-16W ® REGULAR PANELS LIFE SAFETY PANEL _WALL MOUNTING SCALE 5/8=1" NDTEs I. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGI4 PRESSURE RATINGS (P.S.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. l,11017ll TAPCON R 0 9' O.C. tG. r LT, ry 1 i Gr l � °L" VAX. 5" PANEL LENGTH (SEE ELEVATION I ON SHEET 12) I _1/4b-2o-3/4" S.S. ME% HF/O N.S. BOLTS W/IS O 12 1/1" G.C. 0 TAPCON 4QR 0 9" C.C. ALTERNATIVE R-2AW ALTERNATIVE R-28W ® L FE SAFETY PANEL ® REGULAR PANELS )j/�s h: r�a,_ WALL�MOUSLEeNTINGS 1111140 FLORIDA BUILDING CODE (Non High Velocity Hurricane •' " No. 44167 9 I =2G12 n rco. INC, Zone y ! � IIL EI C C iNc. 24 GAGE GALVANIZED STEEL STORM PANEL N L VRAM ET: GLOBAL PROTECTION PRODUCTS, GtlppE" ' Q •• Ev1j �r 1 _•,-F� ,••°.. " \� •NI TfLLI ^ TCSIING d ENGINEERING .GNPANY ^ xa WgxA v�DSiY, R 'J�bb rnm. �(a:5)I'e%I-AFyip�rt�ra.. bil-1� LLC. <tl00 S,v(. 51 STREET GAME, FL 533I4 11F W) ~E9-o006719 PHONE: (954)SU9-7545, FAX; (954)689-a797 1 %-142 P,E: ( - WALTq A TRlll Jr., P.E. RDRIGA Dc. P441ti) wrt m/m/n yn DRAIO N.;an WI SHEET 15 Or ltl INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INTO WOOD STRUCTURES WOOO HEADER " REQUIRED iI 4"e TAPCON I— I!;, ANCHOR 0 9" O.C. I' 2 I'm `L' MAX. fu,� Fna rua II I m+rn! ow Y-5� I I II n ! PANEL LENGTH _ (SEE ELEVATION ON SHEET 12) II 1 • IA'm. 1 1 I --SEPARATION I I II TO GLASS. 1 u I I L/2 ii� 5 I EL i I 2".4" WOOD �l PLATE ! REQUIRED i! i/4"0 PANEINATF. PLUS ANCHOR 0 12 1/2. O.C. ALTERNATW w REGULeR PAN LS WALL MOUNTINGS SCALE 3/8=1• NOTES• 1. INSTALLATION ARE ONLY 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 MEM13ERSITO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL, * No. 2°x9" PLATE REOUIR AX. ENGTH VATIO14 T 12) ..2917 11E»;co, mc{ 24 GAGE GALVANIZED M.L STEEL STORM PANEL MI. [n: IL E C O'.Na, GLOBAL PROTECTION PRODUCTS I.I.C.oai9,/,T .4 ^TCSTINO QGI�NCCNINO COMYANT A899 S.W. 51 STNLiT DA E: .. >atn s., sb. 9fiA wows, rt ]JI00 snw.., (ses7 m -Ii ctl.[(�ps) m,-„a, VANE, FL J3314 PA9NE (95/)09-7545. FM: (954)09-8797 17-142 ®-oaUJT79 1'/AL1FA A TIWT Jr., R.E. uTw,n, „a ogam.w No: FLUg10A Hc. # SHEET 15 of to EZ1/18, EZ1 W/18 #14X1` 0 EACH or 7) ANCHORS SECTION E21 & ALTERNATIVE E7IW ON SHEET ' ` IAin.I ' 1/2` 3/16"0 ALUMINUM POP RIVET ik LAST PANELO TO BE INSTALLED AT EACH OPE14ING SHALL ALWAYS BE MAT2 1 12 1 PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED 10 BE INSTALLED FROM INSIDE OF STRUCTURE. PER PANEL (Typ') sox 0 OPDEFINITION InAX. OF ERI S 2OOg: E-Z HANG STOR14 PA14EL SYSTEM. CON51571NG OF PANEL + Cont. TRACKS TOP & BOTTOM. 3, 4 f 6, �0. (2)) END PANELS SHALL ALWAYS BE CONNECTED 10 BOTTOM TRACK ;OTHERWISE Jam' PANEL LENGTH ® +/- 40.0 p.s.l. 1 A STOP BAR 9 SHALL BE PROVIDED AT TOP OF SUCH PANELS. (3),I IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION 1A. XP SHALL CONSIST OF 1/4"e-20x3/4" M.S. W/ 7/8"ax3/32" WIND NUT OR 1/4"Dx3/4" Min. THUMBSCREW D FA. OVERLAP I i OVERLAA APPLICABLE) INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO 1,f 509. iEXTERIOR FLAT FLANGES OF END PANEL. OF "L MAX' (4).1 IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR 15 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS ' J INDICATED 014 NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF (PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. Mat. INSTALLATIONS ONLY VALID FOR WIND (SEE SECTION E21 & ALTERNATIVE EZ1W 01] SHEET 1B) I SPEED UP TO 170 m.p.h. EZ1/18, EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (1) SYSTEM (f ) �. GAP v SECTION A -A SCALE: 3/32"=1" (Y(1T1P\,��R A.�TI(�/r✓ i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone Gz017 nLTEco, v+c. 24 GAGE GALVANIZED STEEL STORM PANEL OWTI ft I L E C 01. GLOBAL PROTECTION PRODUCTS, LLC. Demm �E: 'E5TIN0 Q ENGIHEERINO CUMPANT 460D 6.Y1. 51 STAEET iiw L. ila i°a. 1"aP G , R ]i106 DAME, FL. —14 ta05) rnl-IaiO , To.: ITT nl-:all FHON_ (954)659-7545, FAX: (954)6e9-e7W 17-142 EB-0006TI9�� y;yNm 0RA m N. WALTER A TILUT "" P.L FLO.DA Ua. 4416) ] eU[ SHELT 17 Or III EXISTING POURED CONCRETE OR CONCRETE BLOCK I REQUIRED. 1/4"0 TAPCON ANCHOR W 12 O.C.' '. r------„14x1" HEX HEAD TEX SCREW G 4" FROM OF i \7 rO E.D. 1 1 'I I /2' 1 Al1i" O11 l II ,' Min. I f/2• SEPr ARLAAT5ION. E%IS5T5IN^I G C5 A1 I 3/16'0 U ALUMINUM POP 1 RIVET 1/1'4-�Ual' {�—�j s.s0,eolrs �� I \ I 6•MAX. AX. II PANEL LENGTH L n�f II I • Min. II SEPARATION I II TO GLASS, I ' 11 I I /4"p-20x2" QFG �- I THUMBSCREW I I E.D. I j, 1/2,• 1/4 "0 TAPCON ANCHOR © 12- O.C. EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. WALL . —MOUNTING SECTION EZI SCALE 3/8=1" �$: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. D SSIC14 * SHALLPBEE 2' fiNGTH PRESSURE RATING +/— 40.0 p.s.i. AND 6'-0" MAX PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE. No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. WOOD HE REQUIRED ' VCENSF'••.��' NO.44167 I AP , pN�� I/4'c-ROx1' s.s. ears x c6 r PDc (�) PER H.^3 1 4-0 TAPCON •I ANCHOR 0 12" D.C. #14xl" HEX HEAD TEK III � I .• EN 9" FROM EDGE EDGE OFF I / 1" I I I1 l I I I i Mh. 17 I 1/2' I PAKAU I 3/16'0 GLA$5. I I !� ALUMINUM Pop =1 RIVET _ 6'I0 MAX I I PANEL LENGTH j • li O , Min,j II'—SEPARATIOIJ J I I _t/4"0-20x2• If GLASS. 5HUMBREI-TO II OF -L. IF U I I 1 4"0 TAPCOIJ ANCHOR 12. O.C. . 2"x4" WOOD _ —PLATE _r. - I I REQUIRED ALL MOUNTING I:RNATIVE Eziiw SCALE 3/8=1" i FLORIDA BUILDING CODE Non High Velocity C 201] iIL1ECU, IKG. 9 Hurricane Zone I 24' GAGE GALVANIZED STEEL STORM PANEL WL 'MI. 6T: IL E C O; INC. GLOBAL PROTECTION PRODUCTS, LLC. 08/03/17 r 1E5TING Q ENUINEERINC COHPANT 4000 S.IY. 51 5(REBT .) sN. l0l, v:B4prA OWp s, R ]Hss GAME, rL 5]514 911n0(lu11 ��' eh 4lbca0<e4can �1^ 15]0 , rm . (lofJ BiI-IsII PHONE: (954)009-7545, FA%: (954)509-B7B7 1 7-142 EO-OLL WALTER A. RLLR Jr., iRE, RUNIpA Oc. 4 Klel m/m/O � - O�I'�+ No: seal: APR �9 2020 1ii,.. E I I REVISION _ BILE COP REVIEWED FU CODE COMPLIANCL` ST. L C1E CccOU TY Qcl'( O i N = n Wade Jurney Homes Product Approval/ NOA Index Sheet lJpdated:04-14-2020 Product Approval Desigztp Component Model/Series Impact Attachment method Approval # Date Pressures Resist. Roof TAMKO Bldg. Products, inc. Asphalt Shingles Roofing 3 Tab Glass Seal Elite FL18355.1 12J12/2017 N/A Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in. per, foot.) One fastener 1 in. back from each end and one 12 in. back from each end of the shingle for a total of 4 fasteners. For slopes from 4.12 and higher RhinoRoof U20 is to be laid out horizontally (parallel) to the eave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1" in from the edge. For low slope (less Covering Interwrap Underlayment's Roofing RhinoroofU20 FL15216.1 12J12/2017 N/A than 4:12) applications it is recommended to overlap 50% plus 1"The use of roofingpammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. For same day coverage with primary roofing RhinoRoof U20 can be anchored with corrosive resistant 3/8" head x 1" leg roofing nails (ring shank preferred, smooth leg acceptable). Jamb, Head, and Threshold Fasteners for this unit include #10 Wood Screws or 1/4" Tapcons. A Physical Shim must be placed in Therma-Tru Fiberglass Swing door Fiberglass 6-Panel FL15225.5 9/21/2018 67 -67 Yes Shim Space at each anchor location. Tapcon edge distance MIN 2-1/2". Wood Screw edge distance MIN 3/4", not to exceed 6" O.C. Doors Attach door bracket to jamb w/ 5/16" x 1 5/8" lag screws not to exceed 24" O.C.. Door J mb to be minimum 2x6 structural grade Wayne Dalton Overhead Double Door Series 9100 FL9174.6 2/13/2018 30.2 -43.7 Yes lumber. Vinal or wood door stop nailed at maximun of 6" O.C. must overlap tol:6nd Moth 11 ends of panels min 7/16" tp meet negative pressures. Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest Ply Gem Windows Vinyl Fixed Window Series 1500 FL16104.1 12/27/2017 S5 -55 No hole Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Corrosion -Resistant Screw Size #8 or Larger Pan Head Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest Windows/ Sliding Doors Ply Gem Windows Vinyl Single Hung Window Series 1500 FL16103.1 12/27/2017 50 -50 No hole Bldg Framing Penetration 1" min_ (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Corrosion -Resistant Screw Size #8 or Larger Pan Head Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole'Distance From Window Corners 4" or nearest Ply Gem Windows Vinyl Integral Mull (Twin Window Series 1500 FL16100.2 10/17/2017 50 -50 No hole Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter & Triple) Min. Corrosion -Resistant Screw Size #8 or Larger Pan Head Mastic Eclipse 4.5" Allow a min. of 1/32" between the back of the nail head, screw or staple crown and the nailing strip. Nails or staples should be Ply Gem Siding Mastic Vinyl Siding FL23885.1 12/12/2017 73,6 -73.6 Yes placed approx. 12" to 16" apart. Leave a min. of 1/4" clearance at all openings and stops to allow for normal expansion and Dutch Lap contraction. Panels should be overlapper=d approx. 1". Fasten panels approx. 8" or more from the overlap seam. Siding Ply Gem Siding Mastic Vinyl Siding Board and Batten FL23885.1 12/1Z/2017 46.6 -96.6 Yes Nails are galvanized steel roofing nails,1-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads. 16" vertical nail spacing. 7" Vertical Vinyl Siding horizontal nail spacing. Ply Gem Siding Mastic Vinyl Siding Cedar Discovery FL23885.1 12112J2017 49.r -49.4 Yes Nails are galvanized steel roofing nails; 1-1/2" long, with 1/8'` diameter shanks, and 3/8'" dia. Heads. 18" (shake) vertical nail - Shake spacing. 8" horizontal nail spacing. #14-10 diameter Paneimate Plus Anchors max. spacing of 6.5" o.c. (TOP) & 12.5"° o.c: (BOT,) Assuming 2W configuration. Refer to Shutter Global Protection Products, LLC 24 Gauge Galvanized Storm Panel 24 Gauge Galvanized FL15076.2 12/7.2/2017 2 J 20 Yes manufacturer installations ecifications. p Steel Steel Storm Panel Ply Gem Siding Mastic Vinyl Soffit Universal (Vinyl) FL23352.1 12/12/2017 132.8 -38.1 N/A Nails are galvanized steel roofing nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads - Or - Staples with 1" long legs X 1/16"' (16 GA) Dia. in each nail hem. Soffit Aluminum Coils, Inc. Aluminum Soffit F! 12194.1 12/15/2017 SO 90 No 12" T-4 / 16" Q-4 Aluminum HT Soffit. Channel at the wall 3/4" x 1/4" crown staple in a diamond pattern at 24" O.C. Soffit side 3/4" x 1/4" crown staple at 8" O.C. Facia cap 13/4" x 072 1/4", head trim nail at 481" O.C. United Steel Production Co Wood Connectors HD28-21F FL17232.3 12/21/2017 (14) 0,162" x 3-1/2" Long (16d) Nails into Header; (6) 0.148" x 3" Long (10d) Nails into Joist United Steel Production Co Wood Connectors HD0210-21F FL17241.8 8/14/2018 (14) 0.162" x 3-1/2" Long (16d) Nails into Header; (6) 0.1481" x 3" Long (10d) Nails into Joist Simpson Strong Tie Co Wood Connectors MSTA49 FL10852.8 12/13/2017 (26) 0.148" x 2-1/2" Long Nails United Steel Production Co Wood Connectors RT16A FL17236.11 2/13/2018 (9) 0.148" x 1-1/2" Long (10d) Nails into truss/rafter, (8) 0.148" x 3" Long (10d) Nails into Plate Simpson Strong Tie Co Wood Connectors MTS16 FL10456.8 12/19/2017 (14) 0.148" x 3" Long Nails or (14) 0.148" x 1-1/2" Long Nails Simpson Strong Tie Co Wood Connectors MTS12 FL10456.8 12/19/2017 (14) 0.148" x 3" Long Nails or (14) 0.148" x 1-1/2" Long Nails United Steel Production Co Wood Connectors HTT45 FL17324.2 8/13/2017 Install Directly to Framing with 10d Common or 16d x 2-1/2" Pnuumatic Simpson Strong Tie Co Wood Connectors MSTC40 FL10852.9 12/13/2017 ea (20) 0.148" x 3-1/4" Long Nails Minimum mpson Strong Tie Co Wood Connectors MSTC66 FL10852.9 12/13/2017 (54) 0.148" x 3-1/4" Long Nails Minimum ed Steel Production Co E Wood Connectors STAD14 FL17249.3 12/21/2017 (38) 0.148" x 3-1/4" Long Nails Structural Components United Steel Production Co Wood Connectors ADTT-TZ FL17324.1 12/21J2017 WSS-EXT woad screw or 3/8' HDG lag screw Simpson Strong Tie Co Wood Connectors A35 FL10446.1 12/13/2017 (12) 0.131" x 1-1/2" Long Nails Minimum ' United Steel Production Co Wood Connectors RT15 FL17236.10 2/13/2018 (S) 0.131" x 1-1/2" Long Nails into truss/rafter; (5) 0.131" x 3-1/2" Long Nails into Plate United Steel Production Co Wood Connectors RT7AT FL20872.1 12/12/2017 (5) 0.131" x 1-1/2" Lang Nails into truss/rafter; (5) 0.131" x -1/2" Long Nails into Plate United Steel Production Co Wood Connectors RT7A FL17236.10 2/13/2018 (5) 0.131" x 2-1/2" Long Nails into truss/rafter; (5) 0.131" x -1/2" Long Nails into Plate Simpson Strong Tie Co Wood Connectors LCE4 FL10446.9 12/13/2017 (14) 0.162" x 3-1/2" Long Nails into Beam; (10) 0.162" x 3-1/2" Long Nails into Post United Steel Production Co Wood Connectors CBE44 FL22052.1 8/13/2018 (12) 0.1621, x 3-1/2" Long Nails into post United Steel Production Co Wood Connectors FA4 FL17249.1 12/21/2017 (3) 0.148" x 1-1/2" Long Nails into side of sill plate; (3) 0.148" x 1-1/2" Long Nails into top of sill plate United Steel Production Co Wood Connectors RS14-100 FL17244.28 10/14/2019 Installed directly to Framing, (36) Min. 10d x 1-1/2" with 10d Common or 16d Sinker. United Steel Production Co Wood Connectors KST272 FL17244.14 10/14/2019 (64) Min. 0.162" x 3-1/2" Long Nails :D •\CEAISFiyC rOF _4 © copyright: MULHERN & KULP Structural Engineering, Inc. Z ®J w D �u s � CD Z w a x =PPCr � 4 O E® F- ♦ y DC = E ti a� CC -a " E a� _JZ :2� ® p o Rill CO m w G III CC m n IT M&K project number 195-20000 projectmgr: JSB drawn by, ,JAI issuedate: 04- 1 4-20 date: initial: t1? I r w z 0 Z 0 0 0 W U) J sheet: SO. I mF