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ZIILI ECO im
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />*ATTRR A. Trill JR., P.E.
<br />PRODUCT_LV_AF.I,JATIQN_BE PORT
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28, 2020
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<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUBCATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection Products LLC..
<br />4800 S.W. 51 Street
<br />Davie, Florda333'I4
<br />1A_PURP_M OF EVALUATION:
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1900) to the Global Protection Products, LLC. Rule Chapter No.
<br />61 G20-3, Method 1 D of the Florida Department of Business and
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance In accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose Intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect Its limitations and conditions
<br />2`EViDENCE_S,J13MITTED:
<br />11,_PROPUCT-EVALUATION DOCUMENT (P.E.D,);
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thrU 26 of 26 prepared by Tilteco, Inc.: signed and seated by Walter A.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an inte
<br />Evaluation Report.
<br />1. .' .
<br />-/?1�"i
<br />_ '-
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida -13166 -Phone: (305) 871-1 `
<br />L'RODUC1-LA'.AL11.LON_REPOINT No..104CILU 2
<br />2.2._TEST REPORTS:
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />201 2 r section 16 o f the Florida
<br />3 as a sect o 1 2 0 a Building Code.
<br />p g e Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 08/09/1998, #96-570 dated 09/18/1996,
<br />#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411811998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond. P E. and Report No
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada.
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate. RE
<br />2-3-.-STRUCTURAL ENGINEERING C GAIIPAT_IQN6;
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysts, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc
<br />dated 11103.'08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P E,
<br />S. NtSSUSURPACT.RES.L5-N E•
<br />Large missile Impact under section 1628 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4 WIND LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15,
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />14, 15, 17, 18. 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.I
<br />drawing No. 20.176.
<br />S.INSTALL ATIQN;
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 Ill 7, 10 thru 20, 23, 24 and 28 of 26, of Product Evaluation Document
<br />(P.E.D,)I drawing No. 20-176. Minimum separation to glass shall be as
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document
<br />(RED ), drawing No. 20-176.
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<br />6. MATERLLVR.ARACTERISTICS AND SPECIFICATIONS;
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26. of Product Evaluation Document (P E.D.), drawing
<br />No.20-176. Anchor specifications shell be as indicated on sheets 1, 7 and 21 of
<br />26. of Product Evaluation Document (P.E.D.), drawing No. 20-176,
<br />7. LIMITATIONS_AND CONDITIONS OF USE_
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated
<br />on Sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A- Tillit, Jr., P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620 2 of the Florida Building Code.
<br />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr-, P.E. (Florida License
<br />No. 44167), President of Tilteco. Inc. (Florida CA-0006719).
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<br />7, L ?B `. ,-, STATE OF
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<br />WATILL
<br />D.1 TILTECO ADMON RECORDS I. P. E. REPORT 20 (GL ORAL. PROTECTION PRODUCTS, LLC 1 20 GAOE
<br />GALVANIZED STEEL STORM PANEL\ DRWG 4 20.176t REPORT 12D-0728,01
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<br />TILLiT TESTING 6 PNOINI.elRINO COMPANY
<br />wAr_T'ERA. L1JT, 9L,1IE. pp�TT��/^,T EVAL7� ♦SIGN REPO 7 Ohecr)(lsol.coul
<br />Ll�SLLPa2�- JCL;• R ,Lmw rr li vo ala46n9
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panels
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection Products, LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURSE OF EVALUAT4N_
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />81020-3, Method 1D of the Florida Department of Business and
<br />Professional Regulation
<br />This product Is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluahua Report shall be subject to review and revision in Case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1_PR_QDIJCT EVALUATION DOCUMENT (P,E.D.):
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc., signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an intepw pVt1 #,OifJlis
<br />Evaluation Report. ,a`1•�E•R, ,.,!l(fjr•,,
<br />r-,=P='�'cNSF' �Q''-s
<br />---r-A-r` --*-. A-1167
<br />-a •. STATE OF .-'cc
<br />I'0'--.,'"<011 •;akk;
<br />6155 N.W. 36di Street, Suite -105, Misird, Florida 33166 - Photo: it r I-I'ft9N4 % <V83', 0"I-1531
<br />MD1XLEVAI L AT'1(IN i=RTNO. 20-0727e2 2
<br />ZZ TII EP_ORT$;
<br />Large missile Impact load tests were performed under SSTD 12-99 standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3 r ASTM STAR E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03/11/C2 witnessed by William
<br />R. Manner, P.E., Boriz Moroi, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespada, P.E. and Henry Hattem, P E Large missile impact and cyclic
<br />toadingr> per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23, 2010. signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. 1 OII318, dated December 1 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8-
<br />2.3, STRUG-WRAI. ENGiNEERING CALCULATIQNS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12/18/10 and 08/27113 (for this revision), signed and sealed by Waltcr
<br />A Tllllt, Jr., P.F.
<br />3A1411661LE IMPACT RESISTANCE:
<br />Large missile impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4t.WIND LOADS RESISTANCE;
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D ), drawing No. 20-175.
<br />Maximum Anchor Spacing shall be as indicated on shoots 5, 9, 10, 11, 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard,
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<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14. 15, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E-D-), drawing No. 20-175.
<br />6. MATERIAL CHARACTERISTIC"ND SPECIFICATIONS
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1 and 2 of 13, of Product Evaluation Document (P.E.D.), drawing No.
<br />20-175.
<br />Anchor specifications shall be as Indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P E.D.), drawing No. 20-175.
<br />7, LIMITATIQNSLAND CONDITIONS OF S.E:
<br />7.1 Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.j, drawing No. 20-175
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr, P.E.
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of the Florida Building Code
<br />7.3- Product shall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tifteco, Inc. (Florida CA-0006719).
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<br />Da TILTECO ADMON RF-COR00I P E. REPORT.20+ GLVIIAL PRolr{,418,F1N P�$[000 S, LV aI
<br />G&VAMZED STEELSTORM PANEL L DRVJI]120-175%REPORT120-0727.42 vOF••, AT,9"
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<br />COMPONENTS FOR R��,ULARC LIFE SAFETY STORM PANELS
<br />GENERAL NnTFS; (SCALE 1/2-I-) 1/4, 2/4, 3/4, 4/4, S/5, 7/S,
<br />R e3) E USE *Ali PRECAST SKA4 GIG PRECAST CONCRETE PANE.Is L MAIN DR SWOWTRUCTURE
<br />BEHIND OF "WANT O,! ME
<br />6BL0.®R.�li60E_ EGSnnC WNL. ANL',IDfLS slWl HE LUNG [MOVGN ro PEACH NNE MAIN sraUCTtxEF BEHIND SIKTI PMCIs �1W/1D. 2W/10. 3W/10, 4W/10, 6/5
<br />I STORM PANEL SHOWN ON 7.5 PRODUCT LVALUATON DOCUMENT IPCD) NIS BEEN VERIFIED FOR COMPLIAni A ANCHORAGE SNAt1 BE AS MENTIONED 1I. B.I) ANU IN B.2) -.__ .-.�-__,_._.�__ ..._.._ ___.__..15.I9B' (IOTA, 1WE1TH) - SW/1D, BW/11 R 7W/11
<br />ACCORDANCE WITH rME W20 ITM EDITION) Or THE FLORIDA BURNIAG CODE. (C) TOI,xISIBti xWO :WN._5PLGrIL,aA 0_;_r2M Mw., _ _ _.. _ _... _._ _.-... 11500' IOTA,(EM7N[ w107N} _ 15/6 (IDEAL WIDTH) - _ k S• MAX
<br />DESIGN WIND LOWS SHALL ENE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOP, - ,il- iAPC7N ANCHORS. AS MAN11YACTURCO BY I I W BUIDEx. ,NC - _ _. .a 1/S' .,... - 06,250' TM ' FOR WOOD SEE SECTIONS ON L SHEETS 10 It II B__._ _. - . MN._.
<br />S MAXMM
<br />FOR A HIND SPEED AS RCOUIRED BY THE JURISDICTION WRERE THESE "HUrTCRS Wxl BE INSTALLEDAND - ,II.-t0 PANEAMATE FEMALE ID ANn PANFLWIF PLUS ANcNOtS, AS MARLiACNRED Br UFA CONSTRVCnON r4mKIS -"---- 1. 4N
<br />FOR A DIRECfIONAEIIY f y AA( t F'0 LAG SCREWS PER N D.S. I ,--I r--1.]',9o' 1.J,i0- - S �- -.. _-
<br />ACTOR ICATED . USING ISCE THRU N4, SHALL N16 FKClDU THE Wx11NN,1 (AS 0) / '-1'- �• `�S�w
<br />T 7/ 6•r 5fa' WOOD BUSHING. A= UISIRIBUr[D 9Y µ1. POINT SCHEMA. BOLT k SPECMLn CO , rr� "- '- Imo- - OOM' MIN, I,ACA--,.JJO'- 'A _ O O O O
<br />DESIGN PRESSURE RATINGS NpCA7Ep ON SfILflS T THRU ,2. la, I5, T6. 9 a 70. - I ` .- _ ` 'x'. �� -r. - O
<br />- - r - - - - - -,-• aALVANRED STIr, *. -- --�+'
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<br />1,.�00• / .. , _ 4Do- ,.. ASTM A lies /,e-^• - D.M..U. O, ®i ( -� -T--1--1- -r-r--,-T-"-T--r- I - 1 1 _.-r_1-._-I__Z-__T. _•1_'.-7--1---r--r - I I N ORfICW IO r Ilr N ULTIMATE 5 OWN P 1- F
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<br />VON F AB01T CO OtKKN. 1A/1 E lR41f.N WINO LpeD_ PRE. EU ER µsCE I6 C •) WWMUM tHRCADEO .'ENCIWtgh Ar0 WOOD Of TA7I;(1v MCNORS SNAIL LYE , 1/2' AND 2' F011 ELCO PAN[LMATE PLu5 6 i T-+ ' W'
<br />DLALL BE FIRST RECAIOEO ro A50 ORWN WINO LOADS BY 11ULTIPIWNG• fHlM BY 06 W ORDER ro \ '' IRIAOr. 'JD ARMY
<br />� .
<br />Mlb PANELMALE FEMALE I0 / O.0-M' YIN THICK tiLWMETI .•' - •, NTMMCD
<br />COY1'NK f1ILSE W/ MAX (ASD) D MIN PRrSARr RATINGS INDICATED ON SHEETS '7 THRU 17, III, 15, III III k 70 ( / 2.657' - (rk1 Y.65/• D_a0 ()ALV �+ ^
<br />( ) I TYP GAluNe7ED STEEL EOGf ` ! I �J E000 \%!`✓' V+® O
<br />C.7) MN■AIM 1HRFADED PENETRATION Of LAG SLT1M, INTO ME W000 FRAME UN11 SHµL BE 112' NO THREADED 2 •24 1`/P \ AS'Y A-05) T 2000• 2 Tw. I - e..-.-
<br />IN rJROEH i0 VERIFY iH1i ANU JRS EI.1 TUSED HIS RiD AS 7ESrFG WERE hOr vYEN ,1RESStL. A .43X NC'RCAst N ALLOeAaI[ BEEN DETTIRM P(NRWIION N1U slllCfO SMN♦ BC COMSIDEaEO AS PART OF tNC REP+I/a15 TIHRCADL'D DpNEtRIntN HEMMED lX1,YK SO M1NRRIM 0[T_ k._} '/ I •• N � DETAIL A- I ! �� I O
<br />El
<br />STORM PANEII WEUUACY FORIMPACTACT AND WINDRRCSISTMICE FK46 BEEN AI HIED, IN ACCORDANCE WITH SECTION 626 OF C� I MINIMUM FnCt DI71CN1 OF WOOD HUSTEW' SMALL O s/ H I .• •S I SCREWS USED 51NAL.1 BE ,/E' LONG Me11MVM � - _ _ � -INTO IN1 EDGE . _ _ _ - _ � . _ i G-p �V I - (_ _ _ . (. C� _ _ _ - - . _ _ - � ' \' I r I t E i (� j1'�-__;
<br />C+ O
<br />�EF j
<br />STRESS _
<br />ACCORDANCE WITH N.A.S. 20`8 C] MNWUY fLtG[ (N$TANCE Of LAC; SCNEwS. NTfI WOIIO SI+ALL B[ A4 NdG7E0 A THIS UR,IWIW1; NL A ea.Ir WAL A .a.ar
<br />THE ABOVE MEN)IONED CODE AS PER HURRICANE ENGNEERNG k TESTING INC REPORTS 96 569. 96-S70 N 96 730 AND / • - T _-_ f 1 -A --- 1 _ i _..... 0 �m •tC
<br />FENESTRATION TESTING LAB INC. REPORTS /2037 k r7126 . AS PROTOCOLS TA5 201, TAS-202 AND tAS-203 SHOULD STUCCO CD5T AND 1• ANMWM FOR WALLS WITH NO STUCCO -. -_6250•------_-_.- �' I _-.. ._- v/ .. . _. _ ' - - _ _ 0, - ...- ... .._ ..- y.IJ- a-
<br />AS WEu AS AMERICAN LEST LAB Of SOWN FLORIDA FIRM #0219.01 -09, AS PER TAS 201. TAS 20, AND O ST'ORM PANEL © END STORM PANEL f O -
<br />TAS 203 STANDARDS. C 5) N fASC 71M1 PREUSt SiVNI.. OR P,E,fAST fL1NCI1CIE PANES. 51t1CW ON W000 BUARD5 Br iq IND ON tNE ECtSTe.L r T • f i N L
<br />2 ALL ALIPAPAIM EYn1A1510NS n BE a063_T6 ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) SEE SNEFT 2 IMALL, ANd10RS SHALL BE LONG ENOUGH TO REACH FINE MAIN STAJCTLIRE BEHIND SUCH PANELS - ._. 2.1/)'.- -- I . - __
<br />ANcI N r SIWE Fit A4 MENTIONED IN C.n. C.7) k Ca) 1 ,...- _ - A .. - - _ ...., __ 1 _ L ..�.. .. -- Q,-
<br />•. ALL ALUMINUM SHEET METAL USED Ai CtO511RF.5 SMALL NAVE JIGS-Mle ALLOT. W X
<br />(U) ANCHORS SNIL BE INSTALLED FOLLOWING ALL or 1M RECOYYFNOA7AIR4 AND SPECHFIDATIUIYS OF THE ArKHOA'S MANIKACTI1p[N tZjO'j}r•T•� - 2.117• i I '� _ _ _ _ _ I A d
<br />N ALL STEEL SHEET METAL PANELS S3NLL HAVE S1NUC7LNHK nLLAi1TY STEEL. ASTM A-B53 GRADE S0 MINIMUM. G-eD rwAlS nlD LIP �� II t00- J7B' 1 T75'-.TSO'- JOiY-70. IT lo. _ I'- • BOL1E0 PANELS W/ 1/N-20a 1' ;,>
<br />dC
<br />GALVANIZED STEEL DESIGNATION W a PARE15 MAY ALSO BE INSTMIrn HOfeZUNEALIv FOLLOWING NStALLA710h I7ElNl5 iT1.TWM ON SCCTiON ] IrH11000H 10 (SHEETS N - - - 1.7 - - SFRIS ld fFNfi UNBOLTED PANkJS Y
<br />ll
<br />/fY'- 'La.S IAn (AFTER ROLLED) IIItOVON 6 EXCEPT TNAt NEAOEIp k w/ ,gM•WT fDGC I _ 100• ,R �.�- I-,V5' - S.s STUD R,MD z.s. SM RNCIEp ,JO',- 1-.� . B.�M 80LT W/ )/B• . ]/32• 11 ' y C
<br />Q,' ® SHALL NOT BE uSF,D ,,Cp ! OVERLAP
<br />a•kav '" ,1 J71 1 ( ! 7a M R • Ro AN' • , (SEE SECTIONS AS 1 • EA. AP S N= <i
<br />5 ALL SCREWS ro K STAINLESS STEEL JW OR 310 NSI SEW. GR CORRO510N RESISTANT COATED CARBON STEEL AS PER �' / I l2 1 r OC. 12 ! APPIICABIE)
<br />CAN SN15 W/ 50 W YIELD STRENGTH AND W LM TENSILE STREWN k SHALL COMPLY W/ FI,OAYDA BUILDING CODE 9 n S,NJ.L BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE 501XNONESS Of THE STRUCTURE WHERE STUTTER n TO BE i� � cot 90.I .100 ) 111�
<br />� / /r O.C. I I / ,I` 1 (SET SECTIO INS AS ERLA.ANLE) [i, D'��ATTACNnt TO NSUPE vROPCR MCNOMGF HIS SNUIT[R S,FALl ONLY OF ATTACMEU TO CONCaRC. BLOCK OP WO(7u FRwE J_! _!. �....-J._ L .I__ _-. ,,...1_..-.l_ L__.1. A �_I.-.1 . j.___l_..L_I 7S[G11ON Nt1 7.>.. - ], JTS' 1.6DD' 1.SU0• ''-
<br />BUROINGS. `� .OB3• .09J' 7,MO' _. ..
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<br />SIRENGIN. REGUUP S10RY PAIIEL WITH LFN•TNS OVTR 9'-1 llMglnr t/' ♦'. A5 PER ACTICNNS 6. B. 9 L /0 MC µrER4ADv(S BW. D.250• 7175' 1 1tYQ�-1 1..12QE` 1 )" 1 EO � O9W k IaW ON SHEETS S, 6 e 17 RESPEC-TNELY, S1WL HAUL A L[GlERE MD R[ApIY riSRIE MARI,NG NSiRUCTING CWH(F OR 11EMLE0 I � ( I ( T J`•-r0ANCIgl15 TO WALL f/1A11. AC AS F01.1 fAY5 tl'Wwi To SCC,aNC PMEIS WM APPLKABLE aCINFORCELENi IJLTFI/IF M'PIO[i5 M NUaR,CAHC WARPING /f/ "� ' a, q .3- _j l_.. -�1 tY5• I J1' I -e,r+ 7,- a
<br />s5a ^ 5• MHN - I.S00- -, I.SUO'J d "CIA) rad?5MVf4-HASU 04CRETF I I THE INSTALLA 4 EONTRACT)R s' 10 SEAL/CAULK AIA SHUTTER COMPONENT EMES WHKPI R[NNN IN CONTINUOUS tONTACI NIH I___. 1 In., _-�,,f'1/e•0 TAPCON ANCHORS AS MANUFKruNED Br ITW HVIIt0. INC (TOM YR-3192 it-) TIE WJKDNGTo PRIVEJIT WND,RAIN NTROWIF. ISOMETRIC' ,VIEW. DETAIL. A i- 7V 2.000- I n /
<br />1/e' • . 7/6" Ul/-N MN;HWtS. AS MMIUrACEVaCD BY DENALI LAIC (MN I'e ]DOG P .L) 2 - -' /� r __ __ .I- _-- .. .... .... . .. ,..., j
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<br />{M,n. 1'f-7OOo p.HI.) PROVIDED or 1Nf JURS[NCnON WIIERE PERM" Is APPLIED TO END UP W/ HEMMED CDGE. O "�HEAD'ER 0 "Ur HEADER 4O �LE � ANGLE WITH STUD ANGLE WITH O ONO ®' �r -.
<br />i II-IO -33M fE /iMNE O t PMELYAIE PLUS MCNORS. A5 MMUTACRIJIEO BY ELCO CONSTNIJC IANF PRODUCTS 1] (a) THIS PnOIX/L'I 6rALL•ATION DOCUMENT (RED.) PREPARED LT" THIS ENGINEER IS GENEMC AND ODES NOT PROVIDE INFORMATION (N.T. S) 4 •1 6 4 •,' l�Jo
<br />(AeN 1'Y-JJSO PA.) FOR A SOC W.CXW PROJECT, Ir. WHERE nil SIR CONOITIONR DEVIATE rROM THE FEU REVERSE STUD ?; uM, �1/4. 2/1. 3/1, 1/4, 5/S, 7/5. - a- MIN
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<br />- 1/F'0 Cr TAP -GRIP ANGh0R5. AS WNUFACIURED BY IRV -FAST CORPORATION (P -3600 V ILL) I _ --I MINES
<br />(0 COMDRACTOR TO BE RESPONSIBLE FOR THE SEEECn011, PIRCt1AK AND INSTALLATION INCLUDING LRE SAFETY or TINTS PRODUCT I SEE On. 1W/10, 2W/10, 3W/10. 4W/10, 6/5
<br />col) WNIWIM ESIBED,AENT O< TAPGON ANCVIORS RNIO POURED CONCRETE SHALL ltE I J/e': Y FOR PMEUM7E ,lMNk Blls[0 ON WINS Pf..D. PROVIDED MG'SIGE HIES N0I pETAMT[ IA[NA TIP CONDnTOMs ORMLO DN TITS DOCUMENT _ F_.1 1/1. a 7/l. ewe, .37e' 17.• 5W 10, 6W 11 h 7W 11
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<br />q AND PANEMALTE PLUS MD 1 1/4' FOP CIF TAP GRIP ANCHORS CONSTRUCTION SAFETY AT SIT( IS THE CONIRACIDR'S RESPONS* R•' , _" `*t - - _
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<br />ND I' kRN11UM FOR WALLS WITH NO STULTO. AAA MAY BE HEADED S:CTNEWS OR Ali r-Ri SCAM W/O T(EAD. ld) SITE WELPIC YROIERS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WNRCN WILL BECOME IHE. ' ST, + 67 t'f
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<br />1/.• • rAJYVTN AncHgls AS MMUI ACwREO BY, I T W EWILDIE, INC --era• �} "F" TRACK ANGLE 6i }/B" Fr jRACK C7' FIAT PLATED 2.a7•'i
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<br />/ SIM11. or ILD04G FOR FVCIn' W'IWNG. IABfHtir TO COMPLY WITH SECTION 1709P 2 OF Tl,f 0VANIZ (MITE) "" � STUD (INN O,UaM -1 Wl- VALLEY)
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