|
W - �E= INLIJALA
<br />/ -
<br />/111LIEC — i\c
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />-
<br />Pgorwc I L%��L 2
<br />2.2. TEST REPOL"T :
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />WATYRR A- TILLM M, F.F. ___ ___
<br />. "I'll, �61_,C�01_
<br />FLF. . 1. I
<br />TL C� UWll. 0006719
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports# 96-569 dated OWO911996,06-670 dated 0911811996,
<br />PRODUCT EYALUATION REPORT
<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 0411611098 and
<br /># 2126 dated 10/0511 998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattern, P.E.
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009,
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />2.3. ST .IJICTURAL ENGINEERING CALCULATIONS:
<br />� �
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<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 />MANUFACTURER: Global Protection Products LLC,
<br />section 1616 ofthe Florida Building Code. Calculations prepared by Tilteco, Inc,,
<br />4800 S.W. 51 Street
<br />Davie, Florida33314
<br />dated 11103108 and 03112115. signed and sealed by Walter A. Tillit, Jr., P.E.
<br />1. PURPOSE OF EVALUAMCIN,
<br />This is a Product Evaluation Report Issued by WalterA. Tillit, Jr., P.E. (System
<br />3,, MISSILE IMPACT RESI&TANCE,
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />61 G2'0-3, Method I D of the Florida Department of Business and
<br />Professional Regulation. 1
<br />4. W1 D LOAD($ RESMTAN-GE-
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall bees Indicated on sheets 8,10, 14, 15,
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />Florida Building Code, and to verify that the product Is for the purpose, intended
<br />20-176. Maximum Anchor Spacing shall be as Indicaled on sheets 8, 9, 1 0, I 1,
<br />at least equivalent to that required by the Code.
<br />14,15,17,18,19, 20 25 and 26 of26, ofProduct Evaluation Document (P.E.D.),
<br />drawing No. 20-176.
<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 />5. INSTALLATION -
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED.
<br />sheets3thru 7, 10thru2D, 23, 24and 26026, OfProduct Evaluation Document
<br />2.1. PRODUCT EVALUATION QC41ililil."-
<br />(P.E.D.), drawing No. 20-i76, Minimum separation to glass shall be as
<br />Drawing No. 20-176, titled "20 GA43E GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets$, 14,16, 26 and 26of26, ofProduct Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />sheets 1 thru 26 of 26 prepared by'rilteco, Inc.; signed and sealed by Walter A-
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part o INS
<br />Al 11,111
<br />k0i ft",
<br />Evaluation Report,
<br />A. k elAlk
<br />"jI,01111116140",
<br />.,,, ,e� � k T14zl,e",
<br />.,,. .
<br />AAV_., . �- ,,,,
<br />W
<br />I ...........
<br />I— - .. ` \�CEAI ", . . ;�� ,
<br />- - . �. . ,
<br />- I
<br />I . " ,/
<br />-
<br />'1� 1�� : - .
<br />_P�� _-,',�\tE �- - :P'�-
<br />- , No, , . �-
<br />.
<br />". '
<br />I
<br />��-�)�_ . I -
<br />��a_ 167 '.. %
<br />__ - 11 - __ . . k 44167 -, -
<br />- . Z_
<br />I
<br />-, * �
<br />*:
<br />. i * . -
<br />, =
<br />'.
<br />- -? -� .. S
<br />,,p
<br />:: 7 , �,� , *
<br />� _;. . Z
<br />� 'P.. � C-ft'- I T
<br />% - O' A ... ,,QZ-.,
<br />. .. �,
<br />..
<br />.
<br />.
<br />. -
<br />.
<br />- 1- : r�, - 40P.111 l,' .
<br />, -
<br />,-�,,
<br />OF
<br />3L 4C,:, STXFE .,.Qz
<br />_ . . � �� - 49
<br />-. -,,; - P ",
<br />1*, 01� .. -
<br />- , !;,
<br />, . ZORI ,
<br />0, ,$
<br />�;, '
<br />�C�) , .... .
<br />6355 N.W. 36th Street, Suite 305, Miarni, Florida 33166 - Phone: (305) 871-1530 I S & , - .-
<br />, - 1*;,RU �
<br />. , .. ......., q�
<br />'1,�,,,810,NA'L ��%,
<br />...
<br />. wiH. 1,
<br />1% X
<br />I
<br />iIJ1II1I1ktII'kL
<br />!I I
<br />I—-
<br />QMERAL H=: B-3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOW SOARDS BE FOUND ON THE
<br />WE R011 20 GAGE OLWAM III= smmi-Baw DOSITING WALL. ANCHORS SHAI BE LONG ENOUGH TO REACH THE MAN STRUCTILM BMW SUCH PAMEL!L
<br />1. STM PANEL 94OW14 ON THIS PRODUCT EVALLATION DOCUMENT (P,CD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND IN Ell).
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. (C) � __ .
<br />OESION WIND LOADS SHALL BE DETERMINED AS PER SECTION t620 OF THE ABOVE MENTIONED CODE - i 4'0 , AS MANUFACTURED BY 1,1,% SUILDIX. INC.
<br />FOR A WIND SPEED AS REOUM By THE JUF4SDCMN WHERE THESE SHUTTERS WILL BE INSTALLED AND - 114-10 PANELMATE FEMALE 0 AND PANSMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />FOR A ORECTIONALRY FACTOR Kd.0,83- USING ASCE 7-1 6 AND SHALL NOT EXCEED THE MAXIMUM (A4.0,) - 1/4-0 LAG SCREWS PER 144�S.
<br />DES" PRESSURE RATINGS WIXONTED ON SHEETS 7 THRU 12, 14. 15. 16. 19 & 2D, - 7/16'# � 5/8* VOW BUSHM AS DISTRIBUTED By ALL POW SCREW. BOLT & SPECIALTY COL
<br />IN ORDER TO VERIFY THE AWYE CONDITION. ULTIMATE DES" WIND LOADS DErESIMINED PER ASCE 7-16 C. I) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE I I/V AND 2- FOR VXO PANELMATE PLUS
<br />SHALL BE FIRST REDUCED TO A,S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0A IN ORDER TO
<br />AND PANaMALE FEMALE 0.
<br />COMPARE T14M W/ MAX (KS.D) DESIGN PRESSURE PATOM NOICATED ON SHEETS 7 THRU 12. 14. 15, 16, 19 A, 20.
<br />VI ORDER TO VERIFY THAT ANCHORS ON T14S RE D AS TESTED WERE NOT OVER STRESSED. A 339 INCREASE IN ALLOWABLE C.2) MINIMUM THREADED PENETRATION OF LAG SCREW IWO THE WOOD FRAME UNR SHALL BE 1 1/2- NO THREADED
<br />STRESS FOR WIND WADS WAS NM USED IN TRM'ANALYSM� TASTEHERS SPACING TO W(XM RAS BEEN DETERMINED IN PENETRATION IWO STUCCO, SHALL BE CONSIb&ZD AS PART OF THE RMUMV nOLEADED PENETRATION.
<br />ACCORDANCE WITH N.D.S. 201a, C-3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOW SKILL BE AS INDICATED IN THUS DRAWING
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND REVMA14CE PAS BUN VERIFIED IN ACCORDANCE WITH SECTION 1626 Or
<br />THE ABOVE MENTIONED CODE As PER HURRICANE ENGINEERING & TESTING INC. REPORTS S&-W9. 96--570 & 96-T30 AND C.4) MINIMUM PEIRETRATION OF WOOD BUSHM SHALL BE 5/3-. f/4� 0-20 SCREWS USED SHALL BE 1 1/2- LONG M"MUM
<br />FENESTRATION TESTING LAS. INC., REPORTS J2032 & II2126 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203, SHOULD STUCCO DUST. AND I" MINIMUM FOR WALLS WITH NO STUCCO.
<br />AS WELL AS AMERICAN TEST LAS Of SOUTH FLORIDA REPORT #0219ZI -09, AS PER TAS 201, TAB 2012 AND
<br />TAS 203 STANDARDS. C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS STUCCO OR WOOD BOARDS BE FOUND ON THE DUSIING
<br />2. ALL ALUMINUM EXTRUSIONS T ,O K 6083-TO ALLOY AND TEUPEFL (UNLESS OTHERWISE NOTED), SEE SHEET 2. WALL. ANCHOn SHALL BE LONG CROUCH TO REACH THE MAIN kFAGMIRE MIND SUCH PANEI&
<br />ANCHORAGE S�MLL BE AS MENI)MED IN CA), C2) & CA)
<br />1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL RAVE 3105-1,114 ALLOY. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIflCATIONS OF THE ANCHOR'S MANUFACTUAiRt.
<br />4. ALL STM SHEET METAL PANELS SHALL HAVE STRUCTURAL OULAUTY STEEL AMU k-03 MADE 5D MeeMUM. G-60
<br />GALVANIZED STEEL OESSNANION W/Fy- 58.5 k.i (AFTER ROLLED). S. PANELS MAY ALSO BE INSTALLED HORZONtAUY FOLLOWING 94STKJLATION DETAILS SH� Ott SECTON 3 THROUGH 10 (SHEETS 4
<br />THROUGH 6) EXCEPT THAT HEADERS 0 A, (D SHA.L NOT BE USED.
<br />5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 AM SERIES OR OCIRROSX)N RESISTANT COATED CARBON SITEL AS PER
<br />DIN 5001a W 0. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VID-IFY THE SOUNDNESS OF THE STRILCTURE WHERE SHUTTER IS TO BE
<br />W YIELD STREN*TH AND 90 k*i TENSILE STREN07H & SHALL COMPLY W/ FLORIDA BUILDM4 CODE
<br />1�350 ATTACHED TO INSURE PROPER ANCHORAGE T141S SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />SFCTKIN 24 ZA. BUILDINGS,
<br />& BOLTS TO BE ASTM A�307 OALVANIZED STEEL OR AISI 304 SERIES STAINLESS MEL, VON 30 k1i MINIMUM YIELD
<br />STRENGTH. ttL EACH REGULAR STORM PAWL WITH LENGTHS OVER W-8 THROUGH 12'-4'. AS PER SECTIONS 6. fL 9 & 10 AND ALTERNATIVES 8W,
<br />7, ANCHORS TO WALL. SHAILL RE AS FOLLOWS, SW & I OW ON SHEETS 3. 6 & 12 RESPECINMILY.' SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING WSTRUCTING OWNER OR
<br />TENANT TO SECURE PANELS WITH APPL"UE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />(A) T(L_01Mk9Z8QXS&RGKT1 11, THE INSTALLATION CONTRACTOR IS TO SEAI./CMJLX ALL SHUTTER COMPONENT CGES Wft'H REMAN IN CONTINUOUS COq,rACT WITH
<br />TAPCON ANCHORS AS MANUFACTURED BY LTW BUILDEX. INC_ (44�, r-3192 p...Q THE BUILDING TO PREVENT WNDIFWN INTRUSION.
<br />- 11/4-0
<br />/4' 0 x 1/8" C"-IN NWJiORS. AS MANUFACTURED BY DEWALT INC. (MIN, f`c-3000 p,�L)
<br />- 1/4-0 SOUD-SIE7 ANCHORS. AS DIS"UTED BY ALL POINT SCREW. SOLT & SPECIALTY CO. 12. STORM PANEL INSTALLATION SKILL COMPLY WITH SPECS INDICATED IN THIS DRAWINC PLUS ANY BUILDING AND ZONING REGULATIONS
<br />%3/4*
<br />(W.. .3000 P L) PROVIDED BY THE JURISDKMON WHERE PERMIT IS APPLIED TO,
<br />- J$4-10 PANELMAXE FEMALE 0 & PANELMATE PLUS ANCHORS. AS MANUFACTURED By ELCO CONSTRIJCTION PRODUCTS 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P,E-0.) PREPARED EW THIS ENGINEER IS GENERIC AND OM NOT PROVIDE INFORMATION
<br />(MIN. V-3350 P.�Q
<br />FOR A SITE SPECIFIC PROJECT: I.*. WHERE THE SITE CONDITIONS DITWATE FROM THE PXJO�
<br />- 1/4-0 CIF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-EAST CORPORATION (f'-3606 ,.A.)
<br />A.1) MI M EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHIM, (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION 94CLUOWG LIFE SAFETY OF THIS PRODUCT
<br />NMU L BE 1 3/4-, 2- FOR PMQEIMATE FEMALE BASED ON TAB PZD. MWIDED HE/SHE DOES NOT DEVIATE FROM THE CONOCTIOM DETAILED ON THIS DOCUMENT
<br />10 AND PANEMALIE PLUS AND 1 $/4' FOR OF TAP-CRIP ANCHORS CONSITIUCTION &AFETY AT SITE IS THE CONTPACTOR'S RESPONSIBILITY.
<br />A.2) CALK -IN & SIDUD-SET ANCHORS SHALL BE EMBEDDED 7/8- 000 THE POURED CONCRETE, 140 EMBEDMENT INTO (.) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSA)ERM 4WAUD IF MWFIETL
<br />STUCCO SHALL BE PERMITTED- 1/4' 6-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM 940UW STUCCO EXIST, I
<br />NO I* MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WIC WAD. (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHMECt WI,RtH WILL BECOME THE
<br />BUT WITH WING NUT$. ENGINEER OF RECORD (LOR.) FOR THE PROJECT A" WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF THE P 'E.D� ENGINEER OF WORD. AaM AS A DELEGATED ENGINEER TO THE
<br />A. 3) IN CASE THAT PRECAST STONE. PRECAST CCN� PANELS. PAVERS, STUCCO OR WOW BOARDS BE FOUND ON THE P-E.O. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />EXISTING WALL OR FLOOk ANCHORS SHALL BE LOW B40UGH TO REACH THE MAIN STRUCTURE BEHWD SUCH
<br />PANELS. ANCHORAGE SHALL BE AS MENTIONED IN Al) AND IN A.2)� (e) THIS P.E.0- SHALL WAR THE DATE AND ORIGINAL SEAL AND SICKATURE OF THE PROFESSIONAL
<br />ENGANEER OF RECORD THAT PREPARED IT.
<br />lm�ln rL_HUQQLN&L�� 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />(a) P I E=4V1: TAPCON ANCHORS AS WMJFACTURED BY h T. W, WILDEX, INC. PANEL SH IN ACCORDANCE WITH SECTION 1709." OF FLOFIOA BUILDING CODE CNIE LASEL
<br />- 1/4: I ?/S' CALK -A! ANCHORS. AS MANUFACTURED BY DeWALT INC, (MIN. f'I-1500 P&J.) SHALL SEUTUR FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF 71HE
<br />- 1/4*0 9 .111V SCUO-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, SOLT & SFECALrY CCL FLOMCA BUtL0IN0 CODE
<br />ZZ
<br />- NIN. I . o-1600 "j.) RA - -J. ONLY BE USED TO I
<br />it+-10 PANELIAA11 FEMALE 10 ANO PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTON
<br />r.:
<br />PRODUCTS (MIN. V-2071 p,.L) 'r."S IN THE STATE OF FLORIDA
<br />I
<br />%V.
<br />L"%V,,%o%0"III#IJh
<br />- 1/4" 0 CF TAP -MP ANCHORS. AS MANUFACTURED BY TRUFAST CORPORATION I
<br />L,%% :�PA R. llzz N,
<br />.
<br />0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANEUtATES AND CF TAP-GRP ANCHOR, INIT) IKE -�,-"4,��.:-,-�.,;,;--...��,'-,-t - FLORIDA BUILDING CODE (Nigh Velocity N can* Zon
<br />- - -.
<br />BLOCK UNIT SHALL BE 1 1/4-. . .. C 1�
<br />I .. ; � IkTum M 20 GAGE GALVAMZED STEEL STORM PMEL I F-y-
<br />4:1 -*
<br />':
<br />6.2) CALK IN & SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8* INTO THE CMN4GRETE BLOCK UMT. No, 4 167 I OFUN04 ft
<br />NO Dfflgwt� = ______ --- -
<br />a 3TOCCO 0
<br />INTO STUCCO SHALL EIE PERMITTED. 1/4' 20 SCREWS USED SHALL BE 1 112- LONG MINIMUM SHOU ' - GLOBAL PROTECTION PRODU OME,
<br />CTS, LLC. -
<br />EXIST. AND I* MINIMUM FOR WALLS WITH NO STUCCO. I -:�% STA OF <ZtI �_� /T ME-C —0... \
<br />J
<br />_ * � &V. SI STAW
<br />S O." A R I . . . . . . , TIIJUT TESTING &X15M,wrta M'. � WME. FL 3MI.
<br />N'5e. _.--� 0 o - N ..- , --mt.t- -IWI*.-,. w)-ft-7w I- ("A)M_VM 20-176
<br />. I
<br />- DAAAIM; ft
<br />A,;0/0� SPWVVMRW/auv -- CAQW .L.M-1+ — I-
<br />, "t . .
<br />�71,lw "� I
<br />, . �Ijl M ___ --.-I
<br />i
<br />Niod M& JU 1,; ; , I
<br />I
<br />F]WIDUC LEY.A]LJ1JA1LQffA]E9QRT_NDLM_-Q72W 3
<br />6. MATERIAL CHARACTERISDUAN[
<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 shall 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 />an sheet I of 26, as well as General Notes # I thru 4 and 1 1 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. Tifift, Jr., P.E.
<br />T2. 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 shal I only be Installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter & Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CX0000719),
<br />I�,,%I10IHHJJJ,,,4
<br />�,,,,,O'I� A, T/4 41 %
<br />� �,,� .......... /, �,,
<br />�, ,,;�, � .
<br />,�� ,
<br />�,� ..`.�,\CENSe`-I:�1&,
<br />Z ..' .., It
<br />,-----,) '�- "
<br />I r__1Z;__ j=5. .44167 . S
<br />- � _ _ '*E
<br />-7 ;,,- 3-*4-�_-, * -
<br />7/aV��O-A-S�.,. STATE OF �" 3
<br />.165.14,
<br />.-
<br />/ / - - .,. Ic
<br />11.� 0 1
<br />. ,� .� 40RI
<br />. "
<br />-,,,. r,5�' 1. , 'I'll
<br />I'll /0� ......
<br />111,11111miloO
<br />VVAT)LL
<br />D;� TILTECO ADMON RECORDS I P. E. RFPORT-20 k GLOBAL PROTECTION PRODUCTS, LLC � 20 GAGE
<br />GALVANIZED 5TEEL STORM PANELt ORM 4 20,176 � REPORT # 20-0728.01
<br />1 1
<br />—
<br />/T1 L I ECO IhIL
<br />TILLIT TESTING G ENGINEERING COMPANY
<br />___
<br />'ILLIT, J&, rx, tiliecoGgao),wai
<br />PRODUCT EVALUAII()N REPORT R,P,r IJ�N, 4461
<br />YLC,A.LiN1306?19
<br />REPORT NO.: 204727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection ftaducts- I L
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PUB -POSE OF EVALUA11014:
<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 />611G20-3, Method ID 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, end 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 SUBMITTED:
<br />Z1. E!RODUCT EY.ALUA (P.E.D.):
<br />�
<br />Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL.",
<br />sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 0712712020. This drawing is an integ*nt�116111509,11S
<br />Evaluation Report. ,� , � � . , ,
<br />� �_5�. I.%. kzi
<br />I., ...
<br />, . ,
<br />'A
<br />,
<br />Sl'�� 1-` ��EN$ ".. -
<br />�, V
<br />- _\ �� .
<br />, , I ,
<br />I-- Z . �� . ..
<br />r
<br />_�:=�=__�� I 1
<br />�.167 "
<br />7,,�-wi*� * * �: *
<br />63155 N.W. 36th Street, Suite M5, Miarni, Florida 33166 - Phone: (305) 871- i'*,�4614Xbth'
<br />� ,OT- 1 531
<br />CQMPONENTS- MR RE-QULAR & UEE SAFETY SI!28M PANELS
<br />(SCALE 1/2-I-)
<br />r--------",--- 15AW MTAL WID"----, -------IS.IW (TOTAL W1DTH)--___1._,
<br />I
<br />i 12.500' (EFFECTIVE W0T4-------- � I I
<br />. 1 -7 i 61950'__ ;
<br />i m3 1/,--------------, ;
<br />I -1 T' 1.*O �_I.3 O.-_ 400' i F___ i i �^�
<br />1 1 , I IS n. , /,, -I, SOO"- �^, 0.03r UK 1W.
<br />i \1 1 `�, , 7"M I e
<br />- - � \ I - 1 , W � - - GALVANIZED STEEL
<br />- --- ,
<br />I I 1, I .. O' #_ - - I \ AM A-M I , , I
<br />I /;� , , * 2, 1 GRAM so Avow ,
<br />L4 IL`eW M m 114" . r
<br />I O&VAMED STEEL EDGE " , .05-1 I G-80 GAIV. TEDZP_� I
<br />ASTM X-653 - , , I , 1
<br />2.0 W . GRAIDE so MIN"M DETAIL .L I TYP \ �
<br />�
<br />-�
<br />. � EDGE - �f 2k I "WO . XTIAL �J '
<br />_iJ4EMMED TYIP.
<br />I V-50 OALV. -
<br />L A 48Z 1 ALL A >1 ,
<br />------- I:w ----- . L 48AF
<br />I � A I . I I , -1.3w
<br />_11--�_
<br />T naffiUMU 0 END STORM PANEL
<br />,,,�'vt
<br />Po�vw LP '__11_1',_�
<br />wl m�766F,- .,- � �
<br />_J
<br />M-obw _1
<br />-_ 1 , - ±O.W
<br />I . I
<br />- , .
<br />�... ,_
<br />T� ,,' HEMMEQ�",,
<br />"
<br />7
<br />ISOMETRIC YIEW WAIL A
<br />ROUNDED, CORNER 0 ENDS OF PAWL'S
<br />END UP W1 HDAMED EDGE,
<br />(N.T.S)
<br />* -
<br />2"XZ*X1X
<br />AWMIMM ANOLE
<br />-W I
<br />____._,_.___
<br />'. . . I
<br />21
<br />.125* I/e�20, 1/4--20. ,125*
<br />, r ,750' �--30* 304 SERIES -
<br />I .1 2!r ,i� Ij, 99" .750',
<br />'
<br />, f IT ;' "
<br />; I TO N" 0 ". -1 I I
<br />I
<br />I I , TO AM :__', I----
<br />; I . 12 t/r O.C� 12 i/7' D.C. I
<br />I __ ! _� . .
<br />2.000, 1. � -- IF No ;
<br />IF 11500,
<br />�
<br />SEE r ,._ SEE
<br />Am. !
<br />! , SEE 239* OVE ;
<br />DEIAL�
<br />I , .. ,
<br />. . . DVAP I
<br />% L__ VVIAL I 26.11 11
<br />i I __J
<br />I ,f __ I
<br />I_ ,125" 1 f �
<br />, �
<br />; �f �
<br />�,_ -, - ___S' M"_.---__J -s,50O--_I L, .I-
<br />@ *U* HEADER (�) - (4 ANGLE vaTH STUD @ MgLE WITH
<br />REVERSE STUD
<br />.��. .374" ". 374- ow - ,750' �
<br />-, , , .
<br />- , rPX am . : .--- �
<br />! F-1 - --J.3 -1!8 -n ,-r .+ , . J . jul. J- L.310^ *
<br />iFil.vw. I L
<br />; I' -_ " " - 4-IF R
<br />1.407-1,&�' 17 . .?A"A � , r 1= " I �_. , —,, .E.
<br />_1270" T
<br />. Ir lkosz' I -
<br />�093' W
<br />. --FLI ' .
<br />i - ta"'71"'Or !
<br />� � � t-2-5ij I te? '. 1 1 = ---- �
<br />I---- ---I . I I �671' - +1 ,5I W1
<br />� L__ - 1 J907 _T, Cip, I I )i vr� I ", ,�.�,. I I ��,
<br />,
<br />� I , - P �
<br />."'r f i L �000` L i i_ — - I
<br />t - ", .M* L___J �I LX
<br />law*
<br />(�) KrL HOLE WMER im (�) "F" TRACK ANGLE (9 3ZS* ME! TUCK (2) FLAT PLATED
<br />OIOW I-) P.0.63.*- 0,010"N�% WITH STUD
<br />GALVANIZED SVICEL - - ----I -490*-0 0 '. I
<br />I �� ''!
<br />j ed .... .... ,/
<br />. ,Ik -�CFNsi%.r? %
<br />- I i�.
<br />. -, - -
<br />T-0 .8A.0 1 1 ., %
<br />_ - � - I , -1 --�. , : I
<br />T�_ I � .37 . : 7
<br />� I � . == *'. * :* FLORIDA BUILDING CODE ifth Velac
<br />.0633 I I , % , .. 0
<br />"I I � NICKEL -awt. Z .: e=K` MMIM bit,
<br />WIND NUT SI.. - 20 GAGE GALVANIZED STEEL STORM I
<br />.1 .1 r , , .
<br />(�� I= HOLE '-`,,.0�,*&.` .LO Il'.` - __ -
<br />_ . I
<br />REM 1"_- AT PAN * GLOBAL PROTECTION PRODUCT!
<br />I __
<br />I
<br />I I ___ Z_�_ �__� ..z ,I .IRMI
<br />I- 4= &W. 5
<br />ALTIBOVITAW. USE WIND MIT WIDUT I TIUST TVFMQ & 10441MEERING COWANY 33314
<br />MONOUTM OSHER W/ ACCITOML I M - !%.�.At � :-_A=-_-!,L_-N PH01* (0404MI-7M& FAY. (0601011-0
<br />I ,/Woo - -A, � ��_ I - ex-00WO
<br />=TIUS =W�- =- 0 t VU ZZ, 6174 . I - 1 0�17
<br />rRODUCfEVALIXATIONRE-PORTNO. 20-072102 2
<br />2a-TESTREPORM:
<br />Large missile impart 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, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report# 0814.01-01 dated 03111102 witnessed by William
<br />R. Mehner, P. E., Boriz Moroz, P.E. and Henry Hattern , P. E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and ."fed by Edmundo
<br />Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />load Ings per Protocols TAS 201 & 203 as per section 16091.2 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 OC 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 OKMA 31 8, dated December 1, 201 0 signed
<br />and sealed by Jerry Jacicfano, P.E. as per ASTM E-8.
<br />2.3. STRUCTURAL ENGINEERING CAL9ULAIJONS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as wbil 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 Tilteoo,
<br />Inc., dated 12/1 B110 and 08127/13 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />3. MIS,51LE IMPACT RESISTANCE
<br />Large missile Impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTO 12-99 Standard and TAS 201.
<br />4. WIND LOADS -
<br />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, I 0, I 1,
<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 sheets 5, 9,10,11, 13 thru 16
<br />and I 8 of 18, of Product Evaluation Document (P, E,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 SSTID 12-99 Standard.
<br />D.M..(�),(a),@-
<br />". @,@ -
<br />1/4, 2/4, 3/4. 4/4, 5/5, 7/5,
<br />+IW/10, 2W/10, 3W/10. 4W/10.
<br />5W/10, 6W/11 & 7W/11
<br />. MA), ANCHORS, FOR CONCRETE SEE SCHEDULE ON SHEETS 8 &
<br />. MIK_ 7�_ __ FOR WOOD SEE SECTIONS ON S . HEETS 10 & 11
<br />� , 7 I / —0
<br />0 0
<br />ERQDLCT FMVAT10XMPQRLXQ_2qnyJ= 3
<br />5.WSTALLATION:
<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, 1 5, 16 and I 8 of I 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />A.-MAT1591ALCHARACTERIS KS AND SPECIFICATIONS.
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No.
<br />20-175.
<br />Anchor specifications shall be as Indicated on sheet I of 18, of Product
<br />Evaluarion Document (P,E.D.), drawing No. 20-175.
<br />Z-UMITATIONS AND CONDEMNS OF USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet I of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175
<br />prepared by T11teco, Inc. and signed and sealed by Walter A. T1111t, Jr., P.E.
<br />,
<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., RE. (Florida License
<br />No. 44i67), President of Tiftsoo, Inc. (Florida CA-000671 9).
<br />WAnLL
<br />D!� TIL7ECO ADMON RECORDS �
<br />GALVANIZED S7EEL 87ORM PANEL
<br />6/5
<br />aj
<br />-
<br />- - - -
<br />, I'- I , iQ&Eb _Pkd1SW/ Ij4i-ia;1_'-_ - - -
<br />I - FE.I.M6-TS 77AW/ .'/.- - v-
<br />A I S I I 'S
<br />, .1 I I
<br />I'S 1 � �., � �, i I i i 1 17 - (SEE SECTIONS AS APPUCAEILE)
<br />D.M..@,@,0-@ LL 11" 1*1___�_L_J:I L
<br />.J_.,_1iiL4;4__L J-1- Iii
<br />_ 14;� __ N,A .
<br />LAL ml� IL-JIL-1 I
<br />@-(�)-G)4O.&I'� I .
<br />�_ r MAX � 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, 3' MAX
<br />r I' 60N. - -1, MIN.
<br />� -khOW/10. 2W/10, 3W/10. 4W/10,
<br />.
<br />I 0. s/5
<br />I P'SW/10, 6W/11 & 7W/11
<br />I
<br />� . ... __.. _, -, ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS&& 9_-_.-,---_-,_
<br />FOR WOW SEE SECTIONS ON SHEETS 10 & 11
<br />REGULAR STQRM PA ELS I A Q ELEVATION
<br />".,.
<br />1/4' '
<br />MAX, GAP
<br />2.67' 1/4- W.. GAP
<br />(Wi. oJew .1 WME VXLM 1-
<br />N.T.S.
<br />-6-0
<br />Q)
<br />CD
<br />C_
<br />U)
<br />-0
<br />—Cu
<br />>
<br />0
<br />CL)
<br />C_
<br />M
<br />-I-,
<br />=3
<br />q)
<br />L_
<br />(3)
<br />a)
<br />L_
<br />0_
<br />CL
<br />=
<br />0
<br />_0
<br />0
<br />L_
<br />=
<br />.—
<br />CM
<br />M
<br />_1�
<br />0
<br />0
<br />Q)
<br />-I..-
<br />0-
<br />(/)
<br />.
<br />a)
<br />�+-
<br />=
<br />Q)
<br />-
<br />=3
<br />-0
<br />C)
<br />M
<br />C-)
<br />0
<br />-cu
<br />-2
<br />-
<br />.—
<br />U)
<br />-0
<br />t
<br />0
<br />L_
<br />6_
<br />—
<br />=
<br />L—
<br />0
<br />(3)
<br />?:
<br />__
<br />C13
<br />=
<br />0
<br />.0
<br />-+�
<br />M
<br />U_
<br />%-I---
<br />0
<br />CIO
<br />>
<br />- Ln
<br />U)
<br />.—
<br />-0
<br />a)
<br />(n
<br />E
<br />L_
<br />42
<br />a)
<br />-110
<br />CIO
<br />0
<br />L_
<br />0_
<br />=
<br />�
<br />co
<br />-0
<br />. C=
<br />-6-i
<br />U)
<br />0-
<br /><
<br />V!
<br />4
<br />Z
<br />Z
<br />W
<br />mi
<br />A,
<br />i�,
<br />)
<br />11
<br />C=
<br />C�j
<br />r
<br />� �
<br />, -
<br />- 0
<br />� ,
<br />00
<br />,_
<br />, , -, , -)
<br />�
<br />C=
<br />� I
<br />. I 11 )
<br />L. I
<br />Lo
<br />L,
<br />� 'I.,
<br />I ��
<br />=1
<br />01
<br />I I L"
<br />CC
<br />77
<br />C�
<br />1:
<br />(j C
<br />.
<br />-
<br />I - , . . , �
<br />, r,
<br />C_ 11
<br /> 1,
<br />I
<br />1�
<br />. I I ��
<br />-
<br />- :
<br />� I.,
<br />V% ,-_
<br />., ,
<br />L, �, ."
<br />.
<br />, �_ , �
<br />1),
<br />T� .
<br />.--- ----
<br />,
<br />� - -_ �z ,
<br />1�1'# I-
<br />< '5
<br />.
<br />..
<br />'�t T
<br />.
<br />-
<br />--, ,
<br />�-- �-
<br />- -,
<br />* ��,
<br />I '_
<br />W ��
<br />�.
<br />") a)
<br />�
<br />111<, .
<br />�v I
<br />�
<br />> .-I-
<br />) r-
<br />,
<br />-, :L
<br />�/ �
<br />X' ,-;
<br />nL: c
<br />,�
<br />-�_- ;;.,,
<br />a -a
<br />-
<br />I
<br />5�
<br />-_ a
<br />,
<br />10 A
<br />C C
<br />0 0
<br />�
<br />-
<br />-
<br />C:
<br />t� a
<br />(L) I. r_
<br />I L_ —
<br />T
<br />L:Z;
<br />0 a
<br />C.
<br />. _ I
<br />. 4-- W
<br />MIALLAIMIN DETAILS FOR REOULAR PANELSCI A dA N MOSM W91-FOR IMMMON IN FOAD 2MCFEL
<br />INTO EXISTING POUREQ CONCRETE 08 !QQNCRETE E!=K STRUCTURES 0M R= OR W= INSTALLATION DETAILS FOR REGULAR PANELS.a.&JA
<br />INSTALLATION DETAILS FOR REGULAR PANELSCD A; dA L .1 VAUD EM RWA& Uff SM AM E_-Z SMIN PAL SIM INTO EXISTING POURED QQNCRETE OR CONCRETE BLOCK STRUCTURES
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES cowear . [=Zr,P=1WM FEMALE V commm Amam , .�, . -
<br />TAP-01111? I
<br />M $0011JUE ON SEE: WHW" ON MW 8 a 9) =51RINUIOZ - 1. 1. I __ANCHM: FOR CONCRETE SEE SCHEDULE ON SHEET I�____
<br />Mk,. -I _VRED ELOCK ,-- PqURED CONCRETE FOR WOOD SEE SECTIONS ON SHEET 12
<br />CONCRETE ANCHORS V- sNEET5 0 THMM 9) - I ,a).@ �--W&%M- f GG.&ffAe � OR CONCRETE BLOCK i 3 M C/) -6-0
<br />M SCHUXILe ON ___% 'I'll 'N I , . - REOUIRED AEC"RED 4 prWIRED i3, ALA. 7 er
<br />SWIDETS, a - CONCAM ARON= 11' " it 04" -1 VMOUE VXLM
<br />-
<br />(M SaMom ON 0 OX4CRrM W"RE6l . 11 ram Smuw OR I _ � l CONCRETE ANCIAIRS - I - � � .
<br />'.'n,SC".E=_;L)1 , - _ - I _=*-M=W-" ?�SE son DAL 7
<br />CONCRETE ANCHORS THROUCH f) ��-m CONCRETE AP414M EXISTING POURED I
<br />-,. I _(D -_ L. (D
<br />�� , I; 9) I 17-
<br />.... i DRIM4 104M E. X f I I I q SHEET 9) I 7i
<br />=W� � . \ " I I .117 9) : I *
<br />_,�___ .... )I 5, I . , � .
<br />[-;r I f-E- 2 :: .7 REOLARM -T-0 — I I! Mir . W
<br />f _J,X " ___V1 MI. _j`U` 11 , SEE so UGH "M i - - - —1 I I I ' ! � I
<br />11
<br />, a +1FI.-IMT =:L, '_
<br />, -
<br />,
<br />,
<br />-
<br />'�'
<br />, N � MV`___
<br />TA__1_./.1 '\ ` � " I
<br />- 111�
<br />I
<br />i . I - I — � - 4- 4 I I � r - )�) I I I !I � i I I I �
<br />i =ff�� M_ . im I . I i ! T � 1 -_ _--i I ___I -----I 7 11 . � I I I 1 _�_� i ! -
<br />- - - M2 1 Q�_111.ia I J i I J i , I � I I � , I
<br />I . I AD-11 I � C ; ; I i I i I; i I . I ! ! W C
<br />I I � - i J* I I j . i I
<br />.
<br />1 L(i ; � 0 1 --Ig I il, t i - �_"`, Q; , i , � 1 1 I I . L i � � .
<br />EASING ) i I : I — .1b . ,a . , I ; i I ! � i I , . . . I : j
<br />CONat" E�L � E1�11 i i / " = i 4 . I r i
<br />! I I I I r.e r I I I � ; �
<br />REDUM i iak I - W i . � I � ; I I L I - 7 -4—i U)
<br />\, �1�1�\N'1*11�1111N, , I AN-I,zir- I - 11��[ I
<br />i CONCRETE REI - , �, -1 , ilT _1 � I 1 1 1 : . I � I ! I I OF V ,
<br />- -'I��__'��, 1, 1 =P%N`!;R_1 ! -1 - I . � � I
<br />i - , - � &= 1 =17=1~ � F I � I I � I � I
<br />I i N � 0111111111111111ift - t-wi ! -,3 1 i , � 1 _0 I � � : : I I � k a _+__J
<br />I . i a
<br />p � -_
<br />V,W " 0 8 -.--- I 6666 I �. - I _T 11,_T__
<br />I - _,i,_ i !I , 7 1 I §
<br />I? I/r = 1�__ - 12 Ilr at i - - '" 11
<br />� 1 4XV. 1 42_= i 0 CONCRETE i _(D 5
<br />I I $a Inoma: 5 i 1 aw 6= 0 - a i �� I i i T , i i -, i
<br />I I _A�) 6 i I I . I !I ; I ; &S. SIXIS W1 � I I � ; , , � ! = M
<br />1-:E-W. i"'W, I % ir"a I I i Q4"N) T-W 1, ! ....j t .1. ; 1 i i W , � I i j GIs
<br />, v"' � I 1 1 � 1
<br />.�. I %="a I I -(D _.___��_,______L ___ L_ .----- -1-1 I I . - I � i i L I � � I ! � NUT a - -4 1
<br />i _T . � 1 ",13,10 I's I ____ -
<br />"a'W4 1 - I -- -" =— __ I—— ... - I W, ! 1 'I . >
<br /> -1 V CUAM _ , I I ... = t =. `a I � i� -;� . 1 1 -
<br />I j I I. �l � . , ,
<br />1, ---A - - ! , IF)AW � I ! i � -.1--t � �,," ,,,, ,, I �� �
<br />I __ I =411 -_ _1k=__ I I—— .1 __ . 20,11 ALL QI"NI --c- — - - I : I I :0
<br />-?� :,-=--- 1 � I � ; I ervLF, I ! 1 1 - �. e � i '; _,r[ i I
<br />I ; a I 1 ..) I I Ie' ii 0
<br />1
<br />1 __ __ - =---,I- __r1___ - =II-JI, __ - - ____ ! I 9 I I � .----,, i � _2 Vr ! It � 1 I I I I i I � � � 1 , I 1 , ; r , _
<br />. ;
<br />i i 7. --- I - - ,_ - I i - 'Ir I----- L f - -_ I_ — - - 6 � - 11 - . _[ I - I
<br />i ! � I I . i § 6
<br />1 `MM , , t�11111 I
<br />i ---- L --- = I�L L __ , __ L _ 1111111 16 U_ . I 11 I -� �- , -, - -T- ,-,-, - -,�, - _. " "
<br />� "i M , �- '11-T 1 - - 7 - J - -,-- � 1 1
<br />. -I M� � I -_ --- -_ ,.- ; I , I ,, 1-,�, I T i 1 1 , � zi
<br />I =IIL1--, =_--N,&_= I , 1 . . I =11%r i L I 11 C;"v -W CD_
<br />i ! _0 - i 11 i I I I J " [ 11 ___ I Wru. IF-F 5", " . ! i ) � I TS . MAX
<br />�
<br />I I �I &6 1 1 -1 If i i ! i f � i I i �:ii i i ! i I
<br />.. - I - — I � I � . ! IP � � 'I 1 '! � � . -"*, 4� i
<br />OHNIESTS ma� — !!! ----71 t I
<br />i
<br />d - . t I I I" I I I T-0- �� . --I- - I 0 EACW. - I *-+1 1 � 1 i � I �
<br />i 1. i i I ,"--I. 1.1=4-g 1 �__ -9.-T, r - " W � : ! i d i 1 1 , 1 , I I
<br />, I - __1 0 1 9 i . , � 0-
<br />i I - - -!� 1 ; I
<br />� ! ! I i (D Ed !9 � L)- 11 -------I 11 *� i �
<br />I . -",W.r 2 i I I i 4
<br />i I I DOW sm 0 1 i I ': ': 2: L ! 1 L___ , 7 L----.- , - ! J!F , � I - ! W
<br />I
<br />I ,
<br />-r- IAVV � - Wlo�. 1 I : . . I _~0 - , � -_ ." � F ____ ___� I .19 - ; �, b? � 1 1 . i <
<br />I .1 u 'r� - = , ! -
<br />I . . I � . I r ' i I : , i i
<br />I (R / a -- ", I � 1 5'' 1 i F I I i � I 1;
<br />. - I iVMsiuIi* I . � U. I VOW MUD 0 - f ; I I 1 ! I
<br />sgwFiga . I. 'r, - � F�. F i -t� OL i I, av�l I Mi== � I4, I I � i I - - - . ___,A___t
<br />00 I .! � 12 1/2- = :, ,,,,8y/,-/,J�,V/, * 12 ,/V,Q,c � i $ -- i -
<br />R -1 &D 1 ;, IS I 0% il iE i V— '41AR f , � 1 1 9 -6--f
<br />.
<br />- : �� L U49-J =17*011 � � 1 5 � k 5OX i � ! 1 --Z I ED, - I -
<br />CONCRETE BLOCK / I I . 1. , - ------.--] —_ ___ � ;1 ,-;�/-/�'', - 1 . I I , ;
<br />REWFIED. __ I a I CONCRETE ROCK .� CONCRETE BL= .1 L � I I i u,i/iM`_j - .1 I I : _-I � 4 VVIZ vii- J M
<br />___ I � 1 � 50% , aA%---J : i � � I . �_. : MkI,
<br />� t ; �� I
<br />� : w , " �P- .
<br />� , N� RECURED. L I I I M=__= �_= OF 'L, L - "M � DA-0.0 0
<br />1 �, I qtLi— W"`G PO , AEOUIREIL 0. El . i X�!� a =11�
<br />� -= i k\\�)\ w �� =rVil-, : i � MIU! , � I' mi..
<br />. _E CONCRETE SLOOK I ., - -7
<br />� � I � i I OF L_ I
<br />, X �\w , - —I g CD
<br />e - _13 MAX : 117117 --- i
<br />REOURM I I EXISTING POURMLJ ! I ,7 : =3
<br />_/
<br />1 3� , , I. w, � / L-, ,,, I i ! E.D. ! "&�Vvow I -0 , I : MAX I ___
<br />� [� C%&") I . I � I I , -ANCHORS., FOR CONCRETE SEE SCHEDULE ON SHEET 9
<br />I - I rt i I I i I I FOR WOOD 5U SECTIONS ON SHEET 12
<br />,T� -nw '" 1 I f I
<br />=Pa"" ,.I" � ____j I � i
<br />- I � .-O. 07.c. ODNCRETE ANCHOIS ii J_ - 1 CONCRETE BLOCK .. I : E.L I , - ,.L I ` � -0
<br />, I REOUIRED. I /-1314-�- � * / . "I I - " - I I I CoNcAn on : I � � W � � I � �z , --a
<br />CDM0iVTE ANCHORS i t '. -*-IDY - - I � c REGULAR STORM PAN&
<br />— F W"M " I ED.- - ,_ i� , __�� 1 4 'd - - I 'I J R— i I , , I= � I � �1�1� I . =
<br />\
<br />I
<br />SIAGGOtED W/ STUD �1. \ . .__ , E. ,::,t.� = . � � -(D& Q ELEVATION
<br />- (. .=*.---" ($BE SCH , ON : _ - L-A --I '0!511'_,�U S47AMa- ...- i ! ; I
<br />,
<br />(SCE SMUUUE ON (SM sofwua .W, . RM � --- ""M == - - -A, 4w, � e`T �, ; i I I � . I SCALE 3/3'...I.
<br />SHEETS a THROUGH 9) 9 (D Diem a viiovim 0) , %VEEM a THM" 01 SHMS 8 TH*DLKIH 0) CALK-M I . no ,7 __ ____j I . 1� I 11-11-1-11 11 . W% ; . � I I . 0
<br />1
<br />, .0 i � I I . - __L_J r � � . . 1/4' MAX. GAP
<br />F94UE 0 AND CONCRETE AMORM . " , XXI= � .=- 11��r- `"e , i t i .
<br />\1 . , , ,�� -, C:1 11111.� I : _ 1 I I . L_
<br />,
<br />PLUS OR CF 1*F`-GW 99CHEMU 1 4 ______ ______ ir � . 11 I ; -T � 4z� : i
<br />� I S. BOLT _ [M,N. OVERLAP -1 14*9 MIUM
<br />- Mo. I i � " 0-
<br />SEE (Ser ; . - i
<br />IS ON �� 0) � . � _J______1_._I A , (r� I 11 I � 2167*
<br />I
<br />mr9l" i
<br />WAJ MOUR - RUN TING AMRNATE ILD ff MOUNTING I IIIII ON= 4130M.) SHE 11 I ma I I I I - 11/4' i I --L-t M
<br />LyJQ NQ AN Q MOUNTING RWLD Qu.1, 001 - ' 'S. t "I'll _�
<br />=qupfi I SECTION 2 "Affido-la" PIN SIX _&.1 � I i LW27T 132- WIND NUT 7 . !!! --- -
<br />- � S I i R. __ - ___
<br />SECTIUM & : � � CLO, . - .
<br />SCALE 3A-T- SCALE A/$ -I* SCALE 3/8-1, . PAW 0~ flINa`Q__ .6. \� / - "s 2 I 0 1 /2' 1 CONCRETE ANCHORS __ � (A !
<br />I- � K Ar
<br />SCALE Z,W-I- WWI WW , ___OAN1 OPE" we" Me lt�A= I I . i � � L.—(sMsaw"ON /... — z-�4
<br />r_,�___ . SHEET 0) I
<br />,j�.L
<br />,j�.L _ i (3) 0 a)
<br />,
<br />,�.L ! _ CMWZE AWN= f
<br />. � L-9LINCREME ANCHORS StAGGEM � - (M SCHSDUU ON I
<br />--gw. * NEW I' WIDE . VARIM . 1/$' ED. - EDGE DWANCE i : (SEE SCHEDULE ON I SHEET 0) !
<br />ED, - EWE DISTANCE r
<br />i I V ( / (SEE SCHEDULE ON i ,-0-0 �, g%mpom) . =n --gwm CONCRETE OR W a)
<br />� " THICK ALUM. TUBE . I I L
<br />.
<br />%Wr - i SEE SCHEDULE ON � EXISTINO STUCCO/ KT. WOOD PLATE SPAARMI� .... � - SHEETS 8 & 0) ! I ---- ;&� OR CONCRETE BLOCK - I I)aj
<br />� OLOCK
<br />- 90VACaI, --T I I SHEETS a & 9) � I - I OR REQUIRED SECM t'02- I(
<br />TO CLAN, I � * / ,---WOOD BAND ; 1 __(D --ame.— WrARRED
<br />I a I - ,�, / / , � I L' I REOURED " M
<br />I, NEW 1* WIDE . VARIES It 11W . ; mfiammm .
<br />'. ' I
<br />I I I- 1� &UM' TUBE OR 1 ' ' VARES r i NM MR COMBNATM SECTIoN AN NO DIRECT DIRECT NQUK,ING
<br />.
<br />, _Q M%6 co
<br />-, __ ; , , MPUNTI Up WALL OWING
<br />) , W= om sm 011111INATION 2E_Z&MM1 _P.T. WOOD PLATE SPAM I L.
<br />'" I , "a TRACK I ItLWL AD ltcff A M
<br />, t .J . i X� T i TOP & BOTTOM MOUNTINGS CAN BE ._L.. gN _-K-4p INVALLAMN
<br />12 "Ir MO ;, 6 Ir, . I OOWJ= ANC"M I COMBINED IN ANY WAY TO SUFT ANY ME E PON) . -
<br />'0M000101" TOP * BOTTOM MOUNTINGS CAN 13E . . I SECTION I 0
<br />1 INSTALLATION. SOME 3/1
<br />i I -, COMBINED IN AW WAY TO SUIT ANY 1J i I i � q9W Em'? Stoallv"411
<br />� 4sa Smow ON
<br />01 Atfk A � $HEM 8 THROUGH 91 i LU
<br />.
<br />: :: i 1 1, 00., ' 71i"111.1f WSTALLATION, I I .VRACK C..L I� HW6 ... ` ' ' e%� :.�,Q,"Vh, ME
<br />.
<br />�; ; ' ' '*. � FLORIDA BUILDING r * 4* FLORIDA BUILDING CODE (N ��, 'I'- C FN '*'- !-,
<br />I !ILIL "O" , ,.,�/A, L_ . k A. FJZ4;51,�%, /�s =3
<br />, e .. ,
<br />;Z��, L ,�GEN4�-.*% EXWLMG M_ lif ' Ity 0 FLORIDA BUILDING CODE (1412h Velocity HU cons zone)l
<br />I --' , �
<br />' � I .. -. or� .* ."* - .. ocity cone Zone)l 2
<br />..... 11 . - CODE (fth Volod!y HU no Zone)l CONCRETE I . , 'IV,- -1 - -1 _19h Val
<br />&MPG"`P-'-'6/4 / 1, , wAx PAM tOMTH a C. . i� - . . W . . -
<br />\ E.D.- - :_ * : , S wm TAX= W_ F.P CONCRETE Bum , CV.'.W ." W"" 11,71SOX W_ IF 1i � .2= 1XIM, Rr- FP <
<br />I .
<br />REDUIRED. . = : - A!� 20 GAGE GALVANEZED STEEL STORM PANEL 01. FOR COMSPLUON OF . . I
<br />GOMORM __ * *= 20 GAGE GALVANUn STEEL STORM PANEL ORMIN ft REOUIRIED TRMNI. Now. - --- — = 20 GAGE GALVAMZED STEEL STORM PANEL OWN 81.
<br />0, I I.. * xill. SECTION X_X 1*i * , 0/28/2010 EJ). - EDGE DISTANCE , E *: * : VTMAW" ;Z
<br />GLOBAL PROTECP 4SEE SCHEDULE ON TOP FIF E� �_� Z� GLOBAL PROTE
<br />- - SCALE 3/8-1- I�s A4=15��_ - DAM. 0 � . , " wr�
<br />23 1 0�, - Gt,OBAL PROTECTION PRODUCTS, U.C. W'W"M t .0'.. D I - �_ ON PRODUM, LLC. & BOTTOM MOUNTINGS .. CTION PRODUCTS. LLC.
<br />r,EJUNG 1*,1�11*1-- On;[) .... Z�_ - - �__ _� AM SW. 51 SrREIT WE'. DETAIL FOR Sli REQUIRED Al ME OR .,S.2-. , S ATE ___ / 11L ECO. 4000 &W. a STREET SHEET 9) COMBINED IN ANY WAY TO SLUT ANY I �-. , - - 40M SM. 61 10REET - :Z
<br />%d' ... .. __ T1LMT V * =WCUKNe, aWkE, FL SW14 �& V, - 0!ill WAT. F. TOI�')', INSTALLATION. -1 DAME, n- 33314
<br />Ill 21 . M - _ -7ma 20-176 B=M TRACM AD&= TO 5W=MQV_M= PK%W- 0")N-7m. P� _P, 20-176 _ VAN - (W)WO-764k A* (W.)m
<br />aCrOL IAVOM (nom I MI (W)IM-em IL � ,_ _ . _ . _', - , I &I- = A* 9 =XXT = PKNF' -am 20-176
<br />.- �
<br />� - L
<br />k..., )RI 01. .. 's
<br />- I ._� � - I oft M`I d, , 17_115� ft Omm 1" 0M) --,-. . I ow 410, <
<br />I % -,, ,< --.-a `I`WIPIA._. I I I - " RID �
<br />- 114;. , I Wo .1-1 1 :6��-; ,.,� . , -
<br />ft OVIANG W. I , ,.,.,.,:,;�� ..� I VAIMM ft
<br />SCALE 4/8-l' 10.11, - 40 01-MMIO ". .. V W M-0001712 —
<br />FE Z;;��� 2 Ili '""' W! X40"ILKATURE/IMIX WALTER & 21-W, 4.1 F-1 I qf/;1;#J',`RII1'";*V5X/�AAn , I I I I 'i 1-1 I - - _J
<br />, � - �,� M - *WTT A OF 25 RgWA - �'i �� 41_�v Sum 5 or 20 VIALTER A ,-�, , W"I"# OF 29 0-
<br />I MIM1157 I * I - I I U , MM Z 9Z
<br />I I I I - .
<br />SHEET NO.
<br />SH 1.0
<br />
|