|
L EGO
<br />PRODUCTEVAA✓UATLON P03+7•NL 20A72R- 2
<br />I1ROD CCEV LUA�ORrN0.2D,0T28_m 3
<br />1 L ECO
<br />IINC.
<br />INc.
<br />TILLIT TESTING 8 ENGINEERING t30MPANY
<br />- -
<br />2.2. TES REPORTS:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />6. MATERIAL CHARACTERISTIC$ AND PECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />TILLfT TESTING 6 ENGINEERING COMPANY
<br />-- - _ - -
<br />WAT.T'FiR A. T7I.I1'r, 7R., P.E. tit CDm
<br />PLPe.° °? NIT
<br />201, 203 as per section 1826 01 the FloridaFldBuilding Code. Uniform static loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D. , drawingfl.P.rLk-Nosue
<br />WALTHRA. TTLLIT, IR, r:E: PRODUCT EVALUATION REPORT 111`6C0(�9 4416'
<br />Ft CA L;a W,-mD6719
<br />as per TAS 202 Protocol. Test reports prepared b Hurricane Engineering &
<br />P p P Y 9• n9
<br />No•20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />RLCA. LIWWW.OX16719
<br />Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09/18/1996,
<br />26, of Product Evaluation Document (P.E,D.), drawing No. 20-176.
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina,
<br />REPORT NO.: 20-0727.02
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411811998 and
<br /># 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITION OF USE:
<br />DATE: July 27, 2020
<br />REPORT NO.: 204720.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly in compliance with General Notes No, 1, 8 thou 14, indicated
<br />PRODUCT CATEGORY: Shutters
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009,
<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 />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tllteco, Inc. and signed and sealed by Waiter A. Tilit, Jr., P.E.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />2A_$TRUCTURAL ENGINEERING CALCULATIONS:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1620.2 of the Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind bad, as well as maximum anchor spacing vs. design wind bad and panel
<br />MANUFACTURER: Global Protection Products, LLC
<br />MANUFACTURER: Global Prolistill PProducts,
<br />length based on rational and comparative analysis, and in accordance with
<br />section 161 a of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />4800 S.W. 51 Street
<br />Davis, Florida =I4
<br />4800 S.W. 51 Street
<br />dated 11/03/08 and 03112115, signed and sealed by Walter A. TLllit, Jr., P.E.
<br />Davis, Florida33314
<br />1• PURPOSE OF EVALUAT ON:
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Walter A. TiNlt, Jr., P.E. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. TAllt, Jr., P.E. (System
<br />Large missile impact under section 1028 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />This is a Product Evaluation Report Issued by Waiter A. Tlllit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />81 G20-3, Method 1 D of the Florida Department of Business and
<br />WAND LOADS_RESISTANCE:
<br />�1AWR1,"1111RREN,IW
<br />aM"��P A: TJ(��a,
<br />61G20-3, Method 1 D of the Florida Department of Business and
<br />Professional Regulation.
<br />Professional Regulation.4.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />.:%N ..' ,JEi S -•,�
<br />This product is being issued an Evaluation Report as described herein, or d has
<br />pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15,
<br />16, 19, 26 26 Product Evaluation
<br />` _ _ g4167 ': =
<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 />25 and of of Document (P.E-D.), drawing No.
<br />r�
<br />-- ]J �, ;___ �* . * z
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida BuildingCode, and to verify that the
<br />fy product is for the purpose IMlsnded
<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 (RE, D.),
<br />f ��t�`
<br />9: STATE O-6�.
<br />Florida Building Code, and to verity that the product is for the purpose intended
<br />at least equivalent to that required by the Code,
<br />at least equivalent to that required by the Code,
<br />drawing No. 20.176.
<br />_�`
<br />'y,�acF 4ORip •. - �'1',,F
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />INSTALLATION:
<br />rya sS/ON, L i*1E�'
<br />1A1111N11111111L100
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect Its NmNations and conditions
<br />S.
<br />a Building Coda change that may affect its limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED-
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 28 of 26, of Product Evaluation Document
<br />0:1 TT`ILTECO ADMON RECORDS I P. E. REPORT.20I GLOBAL PROTECTION PRODUCTS, LLC % GAGE
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVAWATION DpCUyji:Nl (P.E�D.1:
<br />T EVA,
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANE'I DRWG 0204T61 REPORT O 2LF MOI
<br />Drawing No. titled "2Q GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thou 26 of 26 prepared ATE GA Inc.; signed and sealed M Welter ",
<br />indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document
<br />(P.E.D.), drawing No, 20-176.
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.E.DJ;
<br />Drawing No. 20-173, tilled *24 GAGE GALVANIZED STEEL STORM PANEL",
<br />T(Ilit, Jr_, P.E., dated 47/28/2020. This drawing is an integral part � Is
<br />11HNIn,1NR
<br />sheets 1 thou 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Wader A.
<br />Evaluation Report. a, ,%kO,�TY II#,, y
<br />tF
<br />y3"'O.�,A A. TJ(4/�,i�
<br />Tillit, Jr., P.E dated 07/37/2020. This drawing is an inte�l�Ilp�lf� ijj1�s
<br />Evaluation R rt. nnif
<br />'�CEN,g '''✓�
<br />,V�� ��6EN,9x .A9
<br />IN !i'` ... -,/ N
<br />t.1
<br />�'. P
<br />+�`_ ` `-
<br />-ti r s
<br />� — - '•4_4167
<br />CEN
<br />yrP __� �c'
<br />No 4
<br />* E
<br />��
<br />q 3167
<br />---Etf^5 •
<br />1')AIOP .,��
<br />STATE OF
<br />1 $�Q' F[ 10'_
<br />OR,.����Ncc
<br />4� , STATE OF i��
<br />16R1'SP.• \��
<br />ti��SS 1
<br />6355 N,W, 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) $71-1530 - P9z,I Ittl(t> 1
<br />.. r� I..
<br />r
<br />y,,,11�NAi ,L(a+>`
<br />_. C.
<br />6355 N,W. 36th Street, Suite 305, MintaL Florida 33166 - Phone: (305) 971-1I� (3b�-1531
<br />NTi HNNH
<br />1FN1/nllool
<br />NOTES:GENERAL
<br />on, pea - an GNI111TER
<br />I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT 4P E.D.) HAS BEEN VERIFIED I DR COVPUV NCE N
<br />ACCORDANCE WITH THE 2020 (7tN EDITOR) OF THE FtOMDA BUILDING CODE,
<br />DESIGN WIND LOWS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED I ODE,
<br />FOR A WIND SPEED AS PEWTRFO BY THE AXASOIC710N WHERE THESE SHUTTERS WITI BE INSTALLED AND
<br />FOR A DWECTIOMId" FAVOR Kd-0.65. USING ASCE 7-16 AND SNARL NOT EXCEED TIE MWV AM (AS D)
<br />OESKaN PRESSURE RATINGS INDICATED ON SHIM 7 THRU 12. 14, 15. 16, 19 • 70.
<br />IN ORDER TO VERIFY THE ABOVE CONOTOK ULTIMATE DESIGN WIND LOADS DEIERM&M PER ALE 7-16
<br />SHALL BE FIRST REDUCED TO A.S.O. DESIGN "NO LOADS BY MULTIPLYING THEM BY 0.6 N ORD:.R TO
<br />COMPARE THESE W/ MAX (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU IT. 16, 15. 15, 19 a 20
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS RED AS TESTED WERE NOT OVER STRESSED. a 33% INCREASE IN ALLOWABLE
<br />STRESS FOR WIND LOADS WAS WL USED IN THIM ANALYSIS, FAS DIERS SPACING TO WOOD rIS BEEN DETERMINED N
<br />ACCORDANCE With N.D.S 2019,
<br />STORM PAIECS ADEOUACI' FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORGNCE WITH SECTION T626 OF
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING a TESTING NC. REPORTS 96- 569. 9-570 • 95-T30 AND
<br />FENESTRATION TESTING LAS NC„ REPORTS /2032 At j2124 AS PROTOCOL TAS-201, tA5-. 02 AND 7A5-203.
<br />AS WELL AS AYERICAN IEST NAB OF SOUTH FLORIDA REPORT 102,9.01-09, AS PER TAS 201, TAS 207 AND
<br />TAS 703 STANDARDS.
<br />2 ALL ALUMINUM EXTRUSIONS '0 BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) SEE SHEET 2
<br />J ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAD. HAVE 3105-H14 ALLOY,
<br />AL P L A- CRAOL 50 INN G-GG
<br />• ALL 57EEL SHEET ME PANELS SHALL HAVE STRUCTURAL awun STEEL ASTM 853 IMUY•
<br />GALVANIZED STEEL DESIGNATION W/i1'- 56 5 Im (PETER ROLLED)
<br />5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER
<br />VAN 50018 W/ 50 bEN it YIELD STRITIGTH AND 90 UW TENSILE STRENGTH a SHALL COMPLY W/ IORHDA OW1004 CODE
<br />ION SECT,A1Y3,3.4
<br />6 BOLTS TO BE ASTM A-307 OALVATKZED STEEL. OR AISI 304 SERIES STAINLESS SIFEL WITH 34I Wi W"Am ,Tt D
<br />STRENGIN
<br />ANCHORS TO WALL 94ALL BE AS FOLLOWS
<br />(A) U) EXISTING pMVBrQ_COIF
<br />1/4'a TAPCON ANCHORS AS MANUFACTURED RY IT W BUILOU. INC. (Mw H'c-3192 PA,)
<br />- ,/4. 4 . 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY DEY6YT INC. (MIN. r'c.3000 I.A.I.)
<br />- t/4'. , 3/4' SOLO -SR ANCHORS, AS DISTRIBUTED BY ALL POUT SCREW, BOLT A;AlT' SPE 3CO.
<br />(M,,. r'C-D00D P.')- j14-To PAMELMATE FEMALE 0 AT PANELMATE PLUS ANCHORS, AS WMJFACTUPED BY ELIO CONSTRUCTION PRODUCTS
<br />(AIM. I'c-3350 P.A.T.)
<br />- 1/4•0 CF TAP -GRIP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORATION (Pc-36O P-4G.)
<br />Al) MINIMUM EMBEDMENT OF TAFCON ANCHORS NO POURED CONCRETE SHALL BE 1 3/4' 26 FOR PATKI.MATE FEMALE
<br />D AND PAMEMALTE PLUS AND 1 0/4• FOR CF TAP -GRIP ANCHORS.
<br />A2) CA X-N A, SOLID -SET ANCHORS SHOAL BE EYBETX*D 7/8- INTO THE POURED CO"CR:TE NO EMKOMENT INTO
<br />STUCCO SHALL K SHOULD
<br />PERMITTED. 1/4' a-20 SCREWS USED SHALL BE I 1/2' LONG MA MUM SULD STUCCO Our.,
<br />NO H' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEWED SCREWS OR ALL �HRLVED SCREWS W/O NERD.
<br />BUT WITH
<br />RN, NUTS.
<br />A 3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOC 3 BOARDS BE FOUND ON THE
<br />EXISTING WALL ON FLOOD ANCHORS SHALL K LONG ENOUGH TO REACH THE MAN SP%)CTUK BEHIND SVCH
<br />PANELS MK41OR04E SHALL BE AS MENTIONED N A.1) AND IN A.2)
<br />(a) lOS;_M1'+""F. .f60LW WALLIL C-99.
<br />1/4' N TAPCQY ANCHORS AS MA%UFACIURED Bl I T W BUILDER. INC
<br />1/4' • , 7/8' CALLA-N ANCHORS. AS MANLWACTUPED B• DCIAALT INC (MIN rti I500 PA.)
<br />- 1/4•0 X 3/i $QUOD SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT • SPF-JILIY CO.
<br />(AWN N'0.186D PAN.)
<br />- 114-10 PANELLArE FEMALE ID AND PANELM ATE PLUS ANCHORS. AS M04WACTUM BY LCO CONSTRUCTION
<br />PRODUCTS (LIN r'F-2071 p.G) "IM0
<br />I/4' 4 CF TAP -GRIP ANCHORS. AS MANUFACTURED 8Y rpU-FAST CORPORATION , ,
<br />B.Ij MNIMW EM6COMEM O iARCON AMCNORs, ELCO PAMEl41l.TE3 AND CF f1p-GRIP IN 2M(R, INTO TINE COr . ••
<br />BLOCK UNO STALL BE 1 ,/4-- R
<br />,f N
<br />B.2) CALK -IN a SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BL OK UNIT NO DAB�F�,1(1�
<br />INTO SIUCYO SHALL BE PERMITTED 1/4- 6-20 SCREWS USED SHALL BE 1 1/2- LC+G MINIMUM SHO� St CO
<br />EXIST. AND i.
<br />MNWUM FOR WALLS WTN NO STUCCO -Q*.
<br />03) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. SiUC'CO ON WOOD BOARDS 6E FOUND ON THE
<br />EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MUM STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SHALL BE AS MENTIONED IN B.I) AND IN B.2).
<br />(t) 71i_.UI%[1hQ.Y!DOD 1Aeti-.SEECIFIC .iUl9Y.S -0.55 MM ..
<br />- 1/4•a TAPCON ANCHOR•, AS MANUFACTURED BY I.T.W BUI DEK. A4C
<br />0, "TO PANELWTE FEMALE 0 AND PAIELMATE PLUS ANCHORS. AS AANUFACTURED II' ELCO CONSTRUCTION PRODUCTS
<br />1/4'0 LA. SCREWS PER ND.S.
<br />- 7/16'0 Y 5/8• WOOD BUSHING, AS DISTRIBUTED BY ALL POW SCREW, BOLT At SPECMUn 00.
<br />Cl) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SW41 RE 1 1/2• AND 2- FOR ELCO PANOAVE PWS
<br />AD PANELMALE FEMALE 10_
<br />r.2) MINIMUM THREADED PEETRATION Or LAC SCREW. INTO IRE WOOD FRAME MA• SHALL BE 1/2• NO rTHREADED
<br />PENETRATION INTO STUCCO SHIM- BE CONSIDERED AS PAR OF THE REQUIRED TINNrAOiD PENETRATOR
<br />C31 MINIMUM EDGE DISTANCE OF (AG SCREWS. NTO WOOD SHALL BE AS INDICATED IN THIS DRAMTHC
<br />C 4) WHINOM PENETRATION OF WOOD BUSING SHALL BE 5/W 1/4' I-20 SCREWS USED SNAL1 BE I 1/2' LONG MINIMUM
<br />SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO
<br />C 5) IN CASE TEMI PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR W000 BOARDS BE FOND ON THE EXtSTINO
<br />WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BOARD SUCH PANELS
<br />ANCHORAGE SHALL BE AS MENTIONED IN C.I). C.2) a C 4)
<br />(0) ANCHORS SHALL BE INSTALLED FO11O1II4 ALL OF THE RECOMYFNDATI(NS AND SPECIFfrATONS OF THE ANCHOR'S MANUFACTURER
<br />6 PANELS MAT ALW BE INSTALLED NORMONRALLY FOLLOWING, INSTALLATION DETAILS SHOWN ON SECTION 3 t"ROLGN 10 (SHEETS 4
<br />WHROICH 6) EXCEPT THAT HEADERS ® A 0 SWALL NOT BE USED
<br />9 IT 94ALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />ATTACHED TO INSURE PROPER ANCHORAGE TIRS SHUTTER SHALL ONI Y BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />BUILDINGS
<br />t0. EACH REGULAR STORY PANEL WITH LENGTHS OVER 6-0 THROUGH 12'-4', AS PER SECTIONS 6. 8. 9 A 10 ANC ALTERNATIVES 6W,
<br />SW a 1011 ON SHEETS 3. 5 a 12 RESPECTIVELY; SHALL HAVE A LEOeLE AND READILY VISIBLE MARKING INSTRUCTING OMER OR
<br />TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DRNAG PERIODS OF HURRICANE WARWRNG
<br />II THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER OMLPO¢M EDGES WHICH REMAIN IN CONTINUOUS CVNIACT WRH
<br />THE BUILDING TO PREVENT WIND/RAN INTRUSION.
<br />12 STORM PANEL INSTALLATION SFU11, COMPLY WOH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REOOATIONS
<br />PROVIDED BY THE JURISDICTION WHERE PERMIT 15 APPLIED TO
<br />13 (a) TINS PRODUCT EVALUATION DOCUMENT (P.F D.) PREPARED Sr TINS ENGINEER IS GENERIC AND DOES NOT PROMOE INFORMATION
<br />FOR A SITE SPECIFIC PROJECT: - WHERE THE SITE CONDITIONS DEVIATE TRW THE P.E.O
<br />TO CONTACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />BASED ON THIS PE.O. PRONGED HE/SHE TOES NOT DEVIATE FROM tHE CONDITIONS DETAILED ON THIS DOCUMENT
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSeu OY
<br />(0 THUS PRODUCT EVALUATION DOCUMENT All RE CONSIDERED INVALID M MODIFIED
<br />Of SIR: SPOCFXC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER 00 ARCHITECT WIVCH WILL BECOME rK
<br />ENGINEER OF RECORD (E.D.R.) FOR tHE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF THE P.E➢. ENGINEEROF RECORD. ACTING AS A OELEGATTED ENONEER TO THE
<br />PXD ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC ORAWINCS FOR REVIEW.
<br />(A) THIS PED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND 54MTVK OF THE PROFESSIONAL
<br />EIGN(ER OF RECORD THAT PREPARED IT
<br />14 SHUTTER MANUFACTURE'S LABEL SHALL BE LOCATED ON A REAOK.T VISIBLE LOCATION AT STORM
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 Or FLORIDA BUILDING GODS. ONE LABEL
<br />SHALL BE PLACED FOR CYERY OPENING LABELING TO COMPLY 014 SECTOR 17099.2 OF T W
<br />FLORIDA BUNLONG CODE
<br />THIS DRAWING SHALL ONLY BE USED To
<br />IN/11„6r OVFA4 PERMITS IN THE STATE OF FLORIDA
<br />IN.Ii ALLATiON DETAILS FOR REGULAR PANELS Cl A JA
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES =.ca 7E RAMM
<br />"ArSOIEVAE ON
<br />CORCRI ANCIIDRS � SHOTS a rmuw a)
<br />colemm INC.VR SHEETS a THROUGH H a) -- LO- CONCHM MOaB /-�
<br />(9II ECNNfDME W-' nEE sLINFDIRL ON -1 l 7 flIRiNG POURED „�
<br />91aIS a nMCNN 9) I E%NSTRIG PaLAN:O __t. 1 SWET9 a YMdNOM n� _ tom:/ caNCRE7E R[OUiEO: call. .�!. .• na. w6
<br />H oONCBEFE REaBIE6� VIP
<br />�ti% 1(2' 't t• MI"`I \ I,n•I t• W"'' - -r(i,7 h
<br />A
<br />_E _j� _ .b- ras. Brie
<br />:�; a
<br />If -
<br />�G
<br />_ I
<br />-. I V H -. _..__. ._..
<br />POIREOFOugp LD. I I I I ; _ 1 ..
<br />E0. EO 1
<br />�;___
<br />CONCRM E - . I
<br />RCOIWED I g I .� r•N EIOSTaIG PONIED �y
<br />I 1 OWE CONCRETE REOVRED, : ! ���•,.1/� Owl 1
<br />I OeL 1 1 I A
<br />11,�` ..tit,.: 1 / A .-� OO r1I
<br />WRR NB 1 Z I • '\ C•.'. I a
<br />S
<br />, ( 1 11M aPImME naW m+9. s1WD.
<br />/� x a RED a I U 1/r 0C 1 7 I/r at
<br />I
<br />I LCL MCKHAA : .F W I D •-IFq IRA >ARL {.� I i y9 I
<br />aaT•M
<br />(,•''
<br />-TNq IgA. Y I { �:l ,
<br />I m oAM `r J .. I � % wm a i -l%
<br />!�
<br />I— ,o A,m 1 { CKW^R.J HPAR ie a"WARVA"'JWS i 1) I XT •Am I 1
<br />I
<br />I , N ! -. -- R , �I 1 a am -1 1
<br />I 1 8qI i
<br />1 1 9 I F 1 R � 1 - I
<br />._.T
<br />I t rj# I A i 6 1 I I
<br />1 7 1 1 1 I i
<br />1 7 1 a.4 T ,
<br />'�''-' I ) '\ I ... : MAR• Q .� `+. 1
<br />CON SIR a I
<br />__. �' 11
<br />t 1 - 1 12 I/r aC 'r i -.
<br />1 LWAY SAa • e.- cVIFT 91M, •
<br />fXISTNJG PpLREC [ b. - 1 Q- ,a ,lr act B
<br />I EO .,.
<br />EXISTING POURED EHIC-O 1 to I OL • .
<br />p n
<br />r .I a f I O-" `• [P1 D- 1 r
<br />I CONCRETE OR '- 1
<br />_ ... _ _
<br />CONOIH7[E KOCMI --... _
<br />DON STD • .CONCRETE REOU RED I ,2 ,/r OL r 1 _ I CONCRETE BLOOD REQUIREDINLpCN H
<br />I 4 } REOURED t/2- ' ,/2•
<br />4
<br />, ... - , ,
<br />LET \. E:{ '.' R 1 ti C., t , , ._ WTI
<br />039.7
<br />39 ( EXIS7M6 POURED.. N,. ... a .:-t' Yin.
<br />_-
<br />[f—'
<br />;.- CONCRETE -JS/ - a RNW - _'/'.S'"i.,l°�•ti-
<br />,
<br />CONCRETE ANCHORS -/! FRC
<br />CONCRETE ANCHORS ---E D. kW 111040 cOMMUE7E ,,C,KAS ` .� N(R EE "F,�(,yA•'-' f11 T
<br />if a"a • 4' OL COIQTE rNFi.ORs L j
<br />STA6QRED W/ sRIO'- CwR.. a 7 ail (WE 9dmLXC ail - (SIDE SORIN" OR - \' f 14. (SEE KHEVAE OW...-.. - a
<br />(V 0 SINS
<br />warn HEI)Q 10 a-c. p 9em S Powum" 9) SHEETS a THROWN n SHEM a bmu0R S)
<br />NTING CEILING All ALTERMITE
<br />fifto MOUNTING
<br />,�•,,
<br />,A, ]h- . SHALE 3/11•, SCALE 3/8-,' SCALE 3/9-1"
<br />I I E.D. - EDGE DISTANCE
<br />1
<br />p°'�a- � (SEE SCHEDULE ON
<br />fi!.AN
<br />° t4Mall, ti!l 5, £E15 B 3 B)
<br />I V GLAas I E
<br />1 I
<br />I NONE fOR COM9/NTi0/1 L1f-[110115:
<br />I
<br />aAK I 2 I = ININAN, TOP 11L BOTTOM MOUNTINGS CAN BE
<br />it COMBINED ANY WAY To SUIT ANY
<br />A.
<br />�ED�M
<br />1 , n,1W
<br />`�ER
<br />P"XAEti�.✓fy
<br />/011
<br />; 1 ?:, S • 9
<br />FLORIDA BUILDING V91oal
<br />EXISTING POURED CODE Mt h NMrrleono ZoM
<br />-3/4V
<br />CGROODE
<br />REaARED. I * .- ' 7 rI 11,0001 INC- 20 GAGE GALVANIZED STEEL STORY PANEL
<br />[ON 7iE. AIA1MaK # 6s 6," 6
<br />on SCHEDULE *
<br />'�°'•
<br />s6Taaa7w°Mn� i10* IL ECOrae. GLOBAL PROTECTION PRODUCTS, LLC, a'/SAX
<br />CEILING AlGRID 3
<br />• ape• �ii SSIII:`11
<br />Ns/ MALE �o 'lam RK a. a• m a IWNNr=M W M,R Malt: "")Gn-13.W FAX M.)w-m7 20-t76
<br />A ,A-.. paq AHA- ti tIWW NT-14N
<br />SCALE 3/e •,- , _
<br />a-OaOA19 - Na. — eKAWIe N,:
<br />r
<br />L W III A ALA a•. IL
<br />Mt
<br />COMPONENTS
<br />FOR REGULAR dt LIFE SAFETY
<br />STORM
<br />PANELS
<br />(SCALE 1/2-1'
<br />15.196• (TOTAL WIDTH)---
<br />-._ - - - .-.
<br />- _. __._ ___
<br />.15.198- (MAL WIDTH).. -
<br />.1 I- --
<br />- 12.500' (OFFEC'714 WIDTH)
<br />_.. _ _ . _. _-
<br />61/4. _
<br />-__- _--_--.__- __1.150'�.
<br />._-....__.
<br />-
<br />-_ -. 6250'.._ _.. _-.
<br />_..-
<br />'
<br />_I3•tlp-..
<br />-,,� 'A300'
<br />.1.500-
<br />_ 5/pp_
<br />i,T
<br />/
<br />.W
<br />1'-
<br />OV36- YN
<br />_, a
<br />-Z
<br />1 ] _
<br />ROWED. • -
<br />_
<br />L
<br />r - 1350'-- . �
<br />- _ _ _ _ ypp_-
<br />i 9" �•
<br />/ ,
<br />)
<br />0.036' UK THICK
<br />GALtRNrZEO S1FEL
<br />- ASTM A ms
<br />GNOE 60
<br />`•.
<br />,--1.350• -. o % .
<br />I G __
<br />HORNED 1. T-
<br />/
<br />,
<br />I
<br />=r.m
<br />2.657' C&VANMED STEEL
<br />EDGE- /
<br />! I )
<br />2.657' G-60 GILV.
<br />EDGE _
<br />2,000..21p %
<br />, TYP
<br />HIFIIYED
<br />_ EDGE
<br />\` ASIM A-657
<br />GRADE SO YNMM
<br />S ` 7'
<br />O[TK A_,i
<br />A
<br />* .'.MOWED �'
<br />EocE
<br />- . .
<br />`
<br />6R6L `1
<br />'L
<br />1
<br />C-60 MV.
<br />,
<br />iJ7ErAil
<br />♦
<br />4Bd
<br />L_
<br />L'7A0. A
<br />46.6'
<br />_ _ _
<br />_ _ _ _ _ _ _ . _
<br />_ _ _ -_ _
<br />- 1.350'
<br />JSoznll
<br />LL-I .JSII'
<br />_
<br />_ . _ _ ...
<br />.. _ . I -_-I
<br />0•
<br />- _.___6.250-_- - ___---
<br />(!) STORM PANEL © END STORM PANEL
<br />2187• --
<br />i I 1 W
<br />1-1
<br />RINDS:f L���Z,
<br />" - - ( 7 i t0o' E Q I 125• _ .lw. _ i/4Y-20. %:- -20. .125'
<br />W/ HEANED fD-, 1 .100' ,.250' %"r.
<br />- 1.125• SAW SEWS 3d 9D16 �..750'•-
<br />R a I _ _ - SS STUD RREWD s,5. 9n10 41ILp
<br />row
<br />-/ „-06Wt. t .7D6•-, 1 I 112p iM/!II9 O1 TO tAF� 0. T
<br />- - WW. J 20.08' T00
<br />].J7]' .09' 2000'- T.300' --� .T.SpD'
<br />j/ �\y. .OBJ• J Des2.,n•9Ex .9.A• .on, SEE1'-.' ' 2.,25'75; IItt.25�r L.i1S i_ nEIAA t I
<br />/I/ t�'E a .373 -1 1. 1125- 1
<br />s3o , I
<br />�/ jnu • 36°� ---- -_ - _. 5• MO.. ____ _ ...../.500' - L•-1.300'--�
<br />ISOMETRIC VIEW DETAIL A 200G_]r_ 2.000- -
<br />ROUNDED CORNER O ENDS OF PANEL'S
<br />ENO UP w( HEMMED EDGE. EO "h" HEADER (� "U" READER 4U Lf� © ANGLE WITH STUD @ ANGLE WITH
<br />REWRSE STUD
<br />(H.t S}
<br />I... _ __- I "A oE.
<br />I t/14 a 2p. 374'
<br />If- _ _ _ a � . _ TYP TOP EDGE DOK 374 068'-.750' .•..
<br />1 ..- -_. _..I.399' 1 _ O PAIR (,106'< T _I...I 1 .IN ..i.Y10' ,25' ,,.}/ -2a SIT. SEARS
<br />1.407%.063- ._ . 1 375' .. , 063' 1.671' _. .. 270 656' - . 640• 1 5.5. St1ND MEtFD TO
<br />.344 1 1 - _ _ A1OlE O 12 T/9' OG
<br />M_ _ 1 1 I.3AJ' R062' 1.671' ,, ice. F�
<br />66//HI P IIDL nXR , (1 \( ,093' *A. 1 Of5' 750'
<br />3WUD•LOHOLE AT .95Y- V I (...1.. .1 )
<br />EVERY PANEL OVGWAP N - ART.. D85' 1'�' (- 0 -- i I - -.. I
<br />64
<br />7.000' O KEY HOLE WASHER
<br />.625'a 2.000'._._- (TIP.)
<br />- - V63 I� "F" TRACK ANGLE © ,jf6" "F" TRACK ® FLAT PLATED
<br />a036' (MU,.) _ - .064' *01 WITH STUD
<br />GALVANIZED 57TEi I`- - _ E _3.4 • Ve 21�!,
<br />I "1 p`S[I I - I
<br />sis'. _.-) . 6n'. / 8,I.De3- 3A: ''vC
<br />, z
<br />No. 44167 I I
<br />'� - I I- ---*-�"� ..* * ' FLORIDA BUILDING CODE iII h Volot
<br />_ -
<br />r nc aF�PAFBL p• TATE
<br />1E
<br />3o' His _7_ .Ie75 '� NUT y0'••. L 20 GAGE GALVANDID STEEL STORY
<br />_ .*
<br />&01114-i AT PANro - IL E C O rec. GLOBAL PROTECTION PRODUCT,
<br />0 2 X7 Xi t'4W ATERNATNIOY. USE MRO MA wart HM %�LIT TICITHING A, �` - >N t .f a wA W11� M.o F•qK: (96r" 2s46. ". om)m-61
<br />ALUMINUM ANGLE MONOLITHIC WAGNER W/ ADDITIONA i R- RRI actyom6Fli a'w RI _
<br />• 7STER OR MICRO. PLATED s,ER)_ PE SEL/low NE/aAW WM}EII A TUX Ar. PE. ~_ - '_
<br />1
<br />INSTALLATION DETAILS FOR REGULAR PANELS f t� 11t ((11 END 0-02110 DEIMS FOR INSTALLATION IN PONIED CD ML
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONSM IAOCK OR WOOD
<br />CAX-1N OR PAQWTE PiIWE 14 :-> 1/.•.-Fdw.• sA .. VAUD FOR RMU AR. UFE SAE M MO E Z FUND STOR11 PANE SYSTEM
<br />LRATE rWs II a UP-ar (� ON : Ito uHi l -
<br />SCHED1AF ON SIM a a 9) SHEETS a 410000H 9) , -T-+- i' - I
<br />M n.
<br />. f V2 was -[--A(*
<br />�I T R.� >
<br />�EwEr... AEA.. _ ('�'�}�.,Ia�a.102,NLr•=_ )
<br />CO I END. � l- - i ' aN,TGa'CE�. v�WF�II=%.- 1 /•
<br />WNW i
<br />3
<br />I:.zR
<br />TN•I$I
<br />1
<br />1 Q f �
<br />1 I \ I `�1�URI®
<br />I I `to' r-
<br />4,"V.-.. I DWINIV POURED) 1 I 2 il::,'Or- " ' rI� «4--
<br />:r I
<br />1 CONCRETE OR 1 1 OOii l I ,IF �.\1 �/ S W
<br />iII CASE A [PLAN] )°'8 e..-Lw.21 �.�."
<br />i ��OY..-1tMI. Ms WW i i ff,ASE a fPLAN]
<br />OKIR.,A A a F =___1I i � _2 1/r. SCALE 3/16-1•
<br />IAaOMA, d YW
<br />` _ IVRIL r_V_i-1 I I i ",- .v I M. rmw'A a,XeYi ui.P
<br />1 I aWo. tSHO"a'aa I WQO�`b mVA""w_ 0 rig • I ail
<br />I1a2 9' a , I 1—'rMI Ir aoNVURA I H.r - ,AR IA,• V�� I'
<br />p WAS ' ' � V -
<br />-! a a 1 (} 1 ill
<br />'0R Tt"9 OLARra'"'a"tW" I \ P ' i I 6 ... IT. mr t Lm"s ,R Mmw ,
<br />_ 1 1 7+Y/•N6 KUr f i I - - - H•AMiN � i tom' '-�
<br />.. 2 ,1 I 3 I �,9AW0 1 � .-II'a1® % ,
<br />I 'N ( 1 r r: OY - ~...I__/ ,YRARI,.R0 iemmlFW=
<br />EXMTW. PCONCRETE,OURED E D. 1 1 �6R,m'
<br />1
<br />NDaA i EXBTNc POURED LD i CAS C ✓`6 T6 'A.j�D (P1aN)
<br />' � I I CONCRETE DR .. _- - - I 6r., r J/Ta.t'
<br />1 1 CONCRETE KOOK �/ .Y- A• S.t _ INI'I� ---%
<br />1 REDUIRED. , 1/2• •__- R1{ W /I rw' K�A/ ARWYRW
<br />CALK-N on PAMOJNT[ _ -. I IXNgEE ANCHORS � - -( O , J/4 aaW • !' 04 �� off N AnM'°` t .=.'•q "M
<br />FIDAA E O AND ARELMOr ._,• r.A- \ 111I
<br />PLUS OR OF TAP-GIMI GStc sacDHAE ant - -': •�• ::� - - -
<br />(SC81XAE3 d SHEETS 8 THROUGH 9) >LL� - . ,
<br />IF 9RF*p
<br />a ISK %,�, A
<br />SCALE 3/e.1' SGLE 3/6-,• ._fir �� m .6'.. aI / I_ `-rA
<br />\_i
<br />-- (OC[ OF DOSTAG W NEW I' WIDE . VARIES . 1/6' ED. a EDGE DISTANCE �ryy _. R'"II•. O0d`KA"w-oe lanJN
<br />DPENNOM THICK RUM. TUBE OR I' . - (SEE SCHEDULE ON V -0 i CASE F (PLAN]
<br />-._.005 SWOOD TUCCO/ ►T WDDO PLATE SPACER .� SHEETS a 81 9) sULF 3/,N1'
<br />• HEW I' WIDE , VARES , 1/8• '/ I
<br />AUAI. TUBE OR 1' VARIES I BONE FOR COMBRAM N OF SECTIDNS:
<br />I P T WOOD PL41E SPACER I TOP 6, BOTTOM MOUNTINGS CAN BE
<br />0 7(� BEHIND TRACK CONCRETE ArK2IOR5 ` I COMBINED IN ANY WAY TO SUIT ANY CASE E LPL/W)
<br />,U .. ` -r (SEE SCHMU OH .j I AA �. INSTALUTION. SG4E 3/,6•I'
<br />t---+-t 9kLTs 6 THROUGH 6))
<br />rlt
<br />1 1 Z`� ..:..., (/l
<br />�memm AOeIW —._.....- �CONG�RET EDP D '•: ,'� , „6 ,0 ��'•: Er ✓ FLORIDA BUILDING CODE h Y9be "M cam
<br />paM.
<br />AN lel®rR[ , 3/ — A KOOK � *EOUWIED190. l THAN PwLo u7¢a INC 20 GAGE GALVANr2E0 SIM STOW PANEL
<br />xl SECTION X-X i * * � - - l p,/i6
<br />SCALE 3/e. t $ ROB-- .- � PROTECTION PRODUCTS. U.C.
<br />DETAIL FOR SPACERS REQUIRED AT TOP OR ;I*. * IL ECOErEc• 0°
<br />Nam S.W.. SteEET
<br />BOTTOM TRACKS ADJACENT TO STUCCO/WODD BANDS 3'A.FS�: RIOt_1i� &7 I�:R-- ,.r,"'�.H A. THact66AIww-i r�I�,W)"", 20-
<br />PRODUCT EVALL.AnON RR'PAAT NO, !R_ n7 2 2
<br />2.2 TEST REPORTS:
<br />Large missile Impact load tests were performed under SSTD 12-M standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static toads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by Amedcan Testing
<br />Lob of South Florida, Report # 0814.01-01 dated 03111/02 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largoespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loading
<br />s per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-1% defied November 23, 2010, signed and sealed by JuNo E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2000,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per QC Metailurgical Report No. 10KMA318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofeno, P.E. as per ASTM E-8.
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS
<br />On 24 Gage Galvanized Steal 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 Tilteoo,
<br />Inc., dated 1211 B/10 and 08/27/13 (for this revision), signed arid sealed by Wader
<br />A THIN, Jr., P.E.
<br />3. MISSILE 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 />4. WIND LOADS RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures,
<br />Maximum pane! length shall be as indicated
<br />toted 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 sheets 5, 9, 10,11, 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Sigel Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />ht A,
<br />1. gAA, I'.,Ur
<br />* •71r=
<br />�� �j', -STATE OF
<br />IZIF /OVAL
<br />11ND11111wif,
<br />psw 1 2W 1.♦ : AKt '.. V 4, I_'Zr I
<br />5. INSTALLATION:
<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 -17 . S Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 15, f 8 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />$A.MATERIALCHARACTERISTICS 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 />20.173,
<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 />7TOT,
<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.), drawing No. 20-175
<br />prepared by Tflteco. Inc_ and signed and sealed by Wader A. TIN, Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1020.2 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. THIN, Jr., P.E. (Florida License
<br />No. 44167), President of T)Neoo. Inc. (Florida CA-o006719).
<br />01111111111,14110
<br />CP
<br />g4CENst/r��
<br />c�
<br />r� 7 =
<br />2 *-
<br />` 1 * :
<br />15.
<br />wane
<br />D!I TiLTECO ADMON RECORDS I P. E. REPORT.20 U GLWAL P41614
<br />O&VANMEDSTEELSTORMPMELkDRWCl20.175i REPORr1F2"0 .%, �NPS,
<br />1/4, 2/4. 3/4, 4/4. 5/5, 7/5.
<br />1W/10, 2W/10, 3W/10. 4W/10, 6/5
<br />5W/10, SW/II k 7W/11
<br />JrMAX___
<br />__ ANCHORS: FOR CONCRETE SEE sa+Eo11LE oil SHEETS 8 A 9-._,..... _---„_3' MAx
<br />-I* MN FOR WOOD SEE SECTIONS ON SHEETS TO • 11 I. MM,-
<br />O V'O ®'t'S --1-?_T`_T__T__T-,---I.----_. 1_.T-_-i __T_T---,__T_-1__1_-_i__T_ r-_T __.'__-. -.. 1.___. _-1
<br />D.M.. 2 3 4+ rI-
<br />1! ,�
<br />I
<br />I ( 1 ! EO
<br />I I
<br />L_ 1_ I- -- _ '� L ._ 1 _1_.__l _1_I
<br />_T --1 { ) -T T i1� '_i T i:r r T T- i
<br />I1 1
<br />I - iI ft
<br />111�i! _ I _ __ T ; i t r_
<br />�l-_I .1 . I 9� I i i- I- I i ---' i
<br />i _? I I i I; I BDiTED PANEls W/ i/4a-2o.1 I
<br />iUNBOLi W PANELS
<br />(SEE SECTIONS AS I I ! { S.s. M.S. BOLT W/ 7/6' . 3/32- r
<br />! APPLICABLE) W NGNU15 . EA DNEw,P
<br />j i ! I (� SECTIONS AS APPLCABLF)
<br />r
<br />I d i
<br />I 1. I j f i 1
<br />D.M.,®.®.04.+Q -4-Ll•- - - I I-l. + I ;a - i I � I
<br />- r � 1/4, 2/4, 3/4. 4/4, 5/5. 7/5, - 3' VA -
<br />1W/10, 2W/10, 3W/10, 4W/10, 6/S
<br />NAW SW/,0, GW/11 k 7W/11
<br />_._ _ - _..-__._. ANCHORS. FOR GONCRELE SEE SCHEDULE ON SHEETS 6 ATS_. ,-
<br />FOR WoOO SEE SECTIONS oN sHErls 10 a 11 _ .___
<br />1.
<br />Ile I
<br />MAX. GAP
<br />KPOPIKIAM 11*12'V6
<br />96,
<br />267-
<br />(NFL O+v6A• .1 VMOE VAUXT)
<br />N.TS.
<br />. No144167
<br />#: j>t
<br />INSTALLATION DETAILS FOR REGULAR PANELSQ) d: dA
<br />INPpTUpOEp EXISTING POURED CONppCUR�ETE OR CONCRETE BLOC( STRUCTURES
<br />-- OR C6FSRE:E 6lOC1I I --6TL NNCRITE BLOCxoft CONCRETE BLOCK
<br />REQUIRED CONCRETE ANCHORS REQUIRED �NqflE REOURED
<br />_._ C�s� wF ON 1 S Ida 'SCHEDULE �TN
<br />SHM 9) 9 M 9)
<br />.� :: . _ ._. __ -
<br />IE.D.I ED ,
<br />I- RRMMVOR ! 1 �,XAwI �:III i 1Z I - amourrna 10
<br />I-Orim"'tWfaAa i o I- noW aA. r .:Mr.
<br />,
<br />I 9A'INA" .0 P¢�i
<br />( � I i
<br />1 4_. 1 j�
<br />_ J i
<br />u aDLa W/ � ss. eels Tr/ �y � � ! sa aalc W/ ,
<br />17/9'P , ]/]r , ..--. _ a 17/•Y"R.
<br />. 3/Sr L _... _...- G •i 17/9Y F i/]S' -.
<br />!a~ a FIICI - - 1 P, l •MOLT" i - L 76WT ITBO� • FJCN I .. - -..1
<br />I • f R I III��`
<br />I i ' A
<br />�{ i I, I a
<br />I I I I
<br />�i_. pokfWp ! rmag_I�
<br />i ants � 0�. wa_i 0F01' ' 502
<br />(m2, MAN OF %,
<br />4 -^ .. - MAX . . _lV f > . VAX
<br />C.. '/•YIN, A I /
<br />L LO
<br />1 •III
<br />/r .C.T ! , I
<br />I,,..
<br />' , Mn.
<br />1. ANCHORS SIA000"
<br />.W4 (SEE SCHEDULE, ON
<br />SHEET 9)
<br />_. 49DR
<br />BLOCK
<br />SCALE 3/8-1
<br />11
<br />I 1.' TJ4'0-2D.3/4' S.S. BOLT
<br />Al 7/9%3/32- WINO NUT
<br />e 12 1/r OC.
<br />CONCRERE ANCHORS
<br />I (fia SCHEDULE ON
<br />SHEET 9)
<br />_ _POURED CCK V OR
<br />RFDU,M9 wax
<br />DIRECT AND JKALL MOUNTING
<br />IISINNT
<br />SCALE 3/ewi-
<br />UDTF fOR COMBINATION OF CF(TIMS;
<br />E.D. � EDGE dSTANCE
<br />(SEE SCHEDULE ON TOP do BDTT0I MOUNTINGS CAN OF
<br />SHEET 9) C.1.. IN ANY WAY To SUIT ANY
<br />NSTALLATIDN.
<br />"am TIUVM W.
<br />20 CAGE GALVAHM STEEL STORM PANEL
<br />fP,
<br />of AT,
<br />tl7/'y
<br />O
<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />°""
<br />1. E� C r6Ec.
<br />4em U, b, f11QW
<br />PMVNF: (Fa)WE�7saR. rmAr14(964) -M7
<br />pq
<br />20-176
<br />I., i Xr ,I�OMX XNM
<br />I4N-Io N.,001/OI-Intl
<br />OIIIRW4 M:
<br />.wr Aa.
<br />- nt
<br />IM Tw I
<br />] Q EE
<br />L�OI••000a11,a..,J,
<br />ANCHORS FOR CONCRETE SEE SCHEDULE ON 94M 9
<br />FOR WOOD SEE SECTIONS ON SHEET 12
<br />rJ
<br />3- Y9..
<br />2.67'
<br />3• Mo.'
<br />`1•.
<br />YIN,.
<br />WHpF WLLET1 N,�
<br />' NGH.
<br />- -
<br />O.M.O.Q6M_1
<br />IL
<br />1 ,- 1--
<br />-T - ;
<br />N
<br />..I . . . -1 11 - -
<br />'I 1' 1
<br />- ,
<br />, I 1 I
<br />I 1 I
<br />I
<br />SOX
<br />a .L.
<br />MAX 57
<br />I 7/r46an
<br />1 WMR TIN W EW rt
<br />I I
<br />1 .IsA1
<br />1 .6 Dow , e i 3. F e
<br />-
<br />I a
<br />H
<br />I
<br />I tT,.'
<br />1
<br />,I
<br />'
<br />I A
<br />507G 1 N
<br />1 .I J' I -I.
<br />I I I
<br />M. -W
<br />Di
<br />I I
<br />I I
<br />1 1 1
<br />r M-
<br />48, 149YR"
<br />D.Y..®a® JY1164@
<br />3• YAA.-
<br />1' YIN,.
<br />I' kw
<br />-
<br />ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEET 9
<br />T
<br />FOR WOOD SEE SECTIONS ON SHEET 12 - -
<br />_. -
<br />REGULAR STORY PANELS -Ct:Ar Q ELEYATION
<br />SCALE 3/32-,,
<br />v
<br />,--E-: I
<br />267
<br />- / - 1 I (MN O,Eit1P -1 Yaldf A4KLEI)
<br />1/ AIAA rRw
<br />. � _._._. -_..
<br />'. _ �_____
<br />-._.-.-T.
<br />CONCRETE ANCHORS -
<br />(amSRW SISCHEDULE 04 I/4' MAX. Q7
<br />kir am SECTION A -A (1yp.)
<br />srxE 3/32--1-
<br />G
<br />0
<br />-o
<br />G) 'o
<br />:W LAJ
<br />O
<br />a"
<br />L-
<br />EO m
<br />. % c u•• a•
<br />N_ 40 G E-•
<br />(n O N
<br />�
<br />-KX°..' �19
<br />3 o
<br />C3 C
<br />t= G
<br />eo 3;V '
<br />✓ 7 G I
<br />6i EO
<br />7 c:,--
<br />Q.
<br />c E
<br />CO CD
<br />o v
<br />-6 -F
<br />N
<br />U
<br />-,C
<br />U
<br />a)
<br />CD_O
<br />Q
<br />-0
<br />O
<br />C
<br />.7
<br />Cd
<br />U
<br />-0
<br />a-
<br />C
<br />a)
<br />-0
<br />(O
<br />0
<br />CQ
<br />-0
<br />-=
<br />_0
<br />C
<br />C
<br />a)
<br />C
<br />0
<br />_
<br />LL-
<br />_
<br />O
<br />.cn
<br />-0
<br />E
<br />0U Q
<br />�
<br />-0
<br />CCU
<br />._
<br />U)
<br />t-
<br />Q
<br />0!
<br />Q
<br />Z
<br />Z
<br />W
<br />J
<br />CIO
<br />' 4^W,.'
<br />L.CD
<br />(3)
<br />(1)
<br />W
<br />W+--j
<br />+-a
<br />=:3
<br />ICU
<br />U)
<br />0_
<br />CL
<br />(1)
<br />C:
<br />=3
<br />-0
<br />CIO
<br />{L
<br />0
<br />)�
<br />■ RRRaI�
<br />�/
<br />v /
<br />ICU
<br />LLJ
<br />M
<br />Z
<br />Z
<br />Z
<br />Q
<br />_1
<br />M
<br />SHEET NO.
<br />SH 1',O
<br />
|