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I I I-m-Wl"rlaxr■Inma[71,11 PlIF "117 "Ill1 I,•t 111, '1 I I I I I I I
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<br />Q$QQ1��AL LtA'I'SON R'EPDXXAU 2(4aZMU Z
<br />PR D t T tv e.1.1 I — RF,POR'1' A7O. 30.9TS7t.Ot 3
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<br />TILLIT TESTING & ENGINEERING COMPANY
<br />2.2. TEST REPORTS:
<br />B. MATERIAL CHARACTERISTICS AND. SPECIFICATIONS:
<br />WAT.T'F(R A. TiLLIT 1R., r�. tiinat>l n
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />Shall be strictly In accordance with General Notes and Components indicated on
<br />t-"_1
<br />YL P3!. LIfNIM.. \a ♦i I�
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static leads
<br />t"' 9
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />PL CA 1il-M, MW19
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20.176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 f
<br />Testing, inc., Reports # 96-689 dated 08/09/1996, #96-570 dated 0911811996.
<br />26, of Product Evaluation Document (P,E,D.)• drawing No. 20-176,
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7.-LIMITATIONS AND CONDITIONS OF USE,•
<br />REPORT NO.: 20.0728.01
<br />0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaospada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly in compliance with general Notes No. 1, 8 thru 14, indicated
<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 Was # 1 thru 4 and 11 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P. E. 0.), drawing No. 20-176
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tlltet o, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<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
<br />length based on rational and comparative analysis, and in accordance with
<br />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />4600 S.W, 51 Street
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc.,
<br />wood frame Structures,
<br />Davie, Florids33314
<br />dated 11/03/08 and 03112JI5, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />1. PURPOSE OF EY LUATIQN;
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License
<br />This is a Product Evaluation Rarge
<br />Report Issued by Walter A. Tllllt, Jr., P.E.P,E. (System
<br />missile impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tiileeo, Inc. (Florida CA-0006719),
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-e, Method 1 D of the Florida Department of Business and
<br />4-WIND LOADS RESISTANCE:
<br />�A„111NNIu)NN
<br />r►�` A. 71�r
<br />.,, t
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />Maximum length be indicated 8, 10, 14, 15,
<br />a \"i�. -�'
<br />yet ' Eh�'%
<br />This product is being issued an Evaluation Report as described herein, and has
<br />pressures. panel shall as on sheets
<br />'16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />- .. 44167 .:
<br />r_� s
<br />been verified for compliance In accordance with the 2020 Seventh Edition of the
<br />Florida Building Carta, and to verify that the
<br />rig fy product is for the purpose Intended
<br />ZO-178. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />_
<br />,._-.-_ __ : dr D
<br />_
<br />� �1--� STATE OF
<br />at least equivalent to that required by the Code.
<br />14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (RE.D.),
<br />- '
<br />drawing Na 20.176
<br />O OA1D -
<br />'7Fr
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />Y! OQ Al uN6
<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 />sheets 3 thru 7,10 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document
<br />D;l T L ECO ADMON RECORDS Y P. E. REPORT.291 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />21 PRODUCTEVALUATION-t�OC�161 (P.ED•1:
<br />(P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as
<br />GPLYAwZED STEEL STORM PANELIDRWG k2O4791REPORTd20_Qr&O1
<br />Drawing No. 20-176, toted A20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on Sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />(P.E.D.), drawing No. 20-176.
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part ��Is
<br />,%HNoI1Nq)
<br />Evaluation Report. pl, -tq A. r � hh
<br />`�ZE....: ..l(
<br />-- 40 `�P'
<br />S� �;GENSF'•',
<br />LiCENs"*.41$,t
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<br />_
<br />STATE OF
<br />+yt2.c . F10R10 : ---�i
<br />,..�Gt
<br />6355 N.W. 36th Street, Suite 305, Miami, Flarida 3316fi Phu2ie: 871J530 ��9>GS/�61ft)ll �\i991
<br />�yNO cl�TS;ONApill + N�"�`a
<br />- (34S)
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<br />1 L. I ECO INC.
<br />TILLIT TESTING S ENGINEERING COMPANY
<br />- - __ --- -- -- -. - -_.- --
<br />WAMBILA.TILLTL; M,rE PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20.0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global ProtgcUon Products. LLC
<br />48M S.W. 51 Street
<br />Davie, Florida 33314
<br />tilt IX31 WIXOM
<br />M. Pr MIN. 44167
<br />HLI:.ALi[ Y.. 3, M?I9
<br />1. PURPOSE OF EVALUATION:
<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 />61G20-3, Method 10 of the Florida Department of Business and
<br />Profeselonal Regulation.
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />been veritled 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 Jeast 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 changs that may affect its limitations and conditions
<br />Drawing No. 20-173, titled "24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E.; dated 0712712020. This drawing is an inte,�tAy►+It1 tN 760tDis
<br />Evaluation Report. -` �.�y PPC�A:N.+/T''k,
<br />E S * .
<br />,-167
<br />7,''�*t,% * *
<br />r 'a,*:. STATE OF :wq
<br />�. ©,, . F1 ORID1' -1'* a
<br />6355 N.W. 36th Street, Suite 305, MlaruL Florida 33166 - Phone: (305) 871 �y tq 8� -1531
<br />TPRODUC'f Ll'yAr.:ATION REPDRIP lNn. 204727.m 2
<br />21- TEST REPORTS:
<br />Large missile Impact load tests were performed under SSTD 12-M standard as
<br />per section i69.1.2 of the Florida Building Code. Uhtform 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 03/11/02 witnessed by William
<br />R. Mehner, P.E., Bortz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-69, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespada, P.E. and Henry Hattam, P.E. Large missile impact and cyclic
<br />loadings 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 Na. 1123.01-10, dated November 23, 2010. signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. BCM-198 by OC Metallurgical, Inc., dated March 13. 2009,
<br />signed and sealed by Frank Grate, RE, as per ASTM E 8 and Tensile Test as
<br />per OC Metallurgical Report No. 1 OKMA 3118, dated December 1, 2010 signed
<br />and sealed by Jerry Jac'Lofano, P.E. as per ASTM E-8.
<br />2.3, STRUCTURAL ENGINEERING C"ULATKINS'
<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 1004 of the Florida Building Code. Calculations prepared by Tiltsoe,
<br />Inc., dated 12/i8110 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />3. MI$5ILE 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 RESISTANCEt
<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 sheets 5, 9, 10, I I, 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gaga 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.
<br />�µ1111111
<br />1y' A: T1,
<br />V�CENS,, -%
<br />-� _ 67 s
<br />/ Z7 - � * 37k's
<br />/ �:• TA E 0 �C sT'
<br />PRODUCT XV T, CATION rt_c7EPnnTNOL N4= 3
<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. 20.175. Minimum separation to glass shalt be as indicated on
<br />sheets 3, 6, 13, 14, 16, 18 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />ILMATIERMIL CAA ,TEERWICS AND SPECIFICATIONS,
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet t 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 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No.20-175.
<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 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175
<br />prepared by Tiiteco, Inc. and signed and sealed by Waiter A. T111R, 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. TAlli, Jr., P.E. (Florida License
<br />No. 44167), President of Tlfteoo, Inc. (Florida CA-0006719).
<br />WATILL
<br />Dtl TILTfZCO ADMON RECORDS 4P, E. REPORT.211
<br />GALVAM2ED STEEL 87ORIA PAW EL i DRWG 920-1751
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<br />/P..��1��pp���� �AYNF,A�Tf��-• COMPONENTS FOR REGULAR A LIFE SAFETY STORM PANELS 1/4, 2/4. 3/a, a/�, 5/s, 7/s,
<br />ate: B 3) I CASE THAT PRECAST STONE, OR PRECAST CONCRETE PWIS• SRKCO OR WOOD BOARDS BE POUND OY THE
<br />SIR SMKJWAMUMJIIELJMNA-&ASO EXISTING WALL ANCHORS SMALL 9E LONG ENOUGH TO REACH THE YNN STRUCTURE BEHIND SUCH PANELS. ( SCALE T/2-17 / / / 6/S
<br />iW 10, 2W/10, 3W t0, 4W 10.
<br />1.. STORY PANEL SHOWN ON THIS PRODUCT NLLIMN oOGUYOR (PEA. MA5 BEEN VERIFIED FOR COMPUANKA: M ANCHORAGE SAW. 6E AS MENTIONED IN 9.1) AND IN B2). -------- -- -.- --. - 15.19e` (TOTAL WIDTH)-- -.._— -- ._._.__ .._ ---------- -is (rOrAL WIDTH)- -------� '�, SW/1O. eW/11 7W/11
<br />-----
<br />AOCOIRANCE WTrI, t1E 7020 (7M EDRION) OF THE FLORIDA WILDING DOE (C) TO EXN,mNNr, r10D RYHI. S, AS MANUFACTURED
<br />12.500' (F7:ECTNE wDTN)___ __. _____ 3' MAX __ 0 t 3• WX
<br />01
<br />W y, - o.SB Y,L c� - -6 1 N -._' ---_ -. _e.i50"_.-_ .-.- :-1• YIN. : 5 f'gt NIrOO SEE SECIIOf1S DIN SHEETS 10 k 11 8_.. 1^ YN. �y DESIGN MO WADS PMIL BE OETERWNED AS PER SECTDN IS" OF THE ABOVE MENTIONED CODE. - 014- TAPAME IATE F ES. AS AND
<br />BY IT W ANCHOR. INC I _-,.-_.- ._._ �____.—�.
<br />MR A WIND SPEED AS RODURAA BY THE A OCTION WHOW THESE SHUITFAS WILL BE INSTALLED AND - ju-TO PANELAIIE FOWLS D AND PAPCINATE PLUS ANLlR015. As MANUFACTUPED Ely ELCO CONSTRUCTION PRODUCTS - /
<br />MR A DOtMKIMM;LALTOR Kd-OAS. USK ASC'E 7-16 AND SMALL NOT EXCEED THE MWORILW (A-L0) - 1/4•. LAG SCREWS PER if . ---1.3r 1.]•SO•--I 1.3iS0• - :N-"•+DO' +- i ' .' .sw* �-�-T _r
<br />JEsxO, PRESSURE RATINGS INDICATED ON SHEETS 7 11NRL1 17, ls, 15. 16, TO t 20. / /e' WpOp BUSHIa. AS DISiRBUTEo BY ALL POUT SCREW. BOLT k SPECIALTY CO. _+ - i'' F ^ .0311* DOCK A .. p
<br />7
<br />SIILL 9E FIRST REDUCED N AS.D otsTGN WIND LOADS IJ1' MLAi1PLYIK, N1EM BY 0.8 N ORDER TO AID PANNE HREA FEMALE ID / 1.300• O.as' YIN. 11.OK IAiMEQ.r ` �,
<br />Ai * --- /F_ 1 2" OMOC so INFARIN "` • �• t I O I T , O T e *--r- • -- _
<br />N OM TO VVWY THE ABOVE CONDITION. ULTIMATE DESIGN AWD LOOS DETERMIED PER ABU 7-16 ARM A-6IS ! D.M.. 2 3 4 +® (' --T-- 7_T._`�-r--r'- r T-- T ,t---r-r-r-,---T--r -T-- - I -T -i .
<br />C Ij WWWAY MADE R PEJNEIWA7ION INTO W000 OF TMCON ANCHORS SILL BE 1 5/Y AND 2' TOR ELCO PANELW7E PLUS /,+ ' O ®' O ! .
<br />/ i.QS7' / c-aD OALv. . N LLI
<br />COMPARE THESE W/ MAR. (AS.D) DESK2N PRESSURE M7M1G5 INDICATED ON 5,E3-t5 7 AMty 17. 16, 1s, fa 19 k To. 1 RAuaNa® STEEL IDLE I I EDGE 4 3 4 + 6
<br />PEMET
<br />C 2 YRNENN 11/RFIWO STUCCO
<br />SMALL
<br />OF LAG SCREW. INTO THE T WOOD fAIVAE UNIT SILL BE 1 112 NO INRWEO 2 _ _ _ _ _ E _ _ - _ . _ _ _ _ _ - 4•� L _ _ _ .. - ,KEG_ ._ _ _ _ ' �E ). ` I I I _
<br />/ f n'P � 2.wD I 7 r �. _
<br />S ORDER R AERAY ADS ANCHORS ON IN HOR AS TESTED WERE 113 OVER STRESSED. A S INCREASE N DETERMINED
<br />INALLOWABLE PENETRATKN INTO STUCCO SIINL BE CONSIDERED A4 PART OD THE REQUIRED 1HREADED PFHEi1NTO0N. - CMG- 0 ALV.MINIMUM aRK O['TK d. I v C C t.7 OV
<br />STWE55 FOR T19/0 LOADS WAS f�L USED IN THEs ANMLYSIS, FASTENERS SPACING TO WOOD 1/15 BEEN DETERMINED IN 4-W OAV. f �. _.. IOC YJ Q
<br />ACCORDANCE WITH NA.S. 2015. C.3) MNNIW EDGE DISTANCE Or LAG SCREWS. IRM WOOD SMALL BE AS 110"IED IN THIS DRAWING ` 1$rK A Cyr , iI Cr1
<br />THE AWSTORM K MD(roONED CODE AS PERK VOUNEEMK MO WIND MISIAAICE a 7EESSfNMO REPORT -5112, W57ACCORDANCE WITH 0 & 95 TCTION T3360 � O.4) MINIMUM PENETRATION OF WOOD BUSHING SMALL BE s/6•. 1/4• 0-20 SCREWS USED sHALI BF 1 1/Y LOND MINN UY 1,3'yp• f 1. ' I I -^N �. -, -- / J � - m !C
<br />FEMESTRVDN NESTING LAB NC., REPORTS /2032 k #2126 . AS PROTOCOLS TAS-261. TAS-202 AND TAS-203. SHOULD STUCCO EXIST. AND 1• M04MW 'DR WALLS RRNYI No sTUCCo __.. - --O.2s0' / T.330^ _ __ Il _ - - - - - - a � = My Q
<br />AS IAS 2•0303 AS AMERICAN STANDARDS.PEST LAB O SaIIN ROAD REPORT 00219.01 -a91 AS PER TAS jDl, TAS 202 AND CS) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE POLIO ON THE COSTING O S,TORM PANEL A!•J� END STORY PANEL "Y' - - r- I I _ .. I,._ _7_ ._ 'y N
<br />_J_�
<br />WALL ANCHORS LSMALLBE BE D(TI ENOUGH .1 REACH THE MAN 4TRUCTLIRE 80aN0 SUCH PANELS T ]P /87 h,t
<br />JII -M C- cc
<br />1 ALL KUM,NAIA EXTRUSIONS TO lE 806}n ALLOY NO TEMPER. (IIIAESS OTHERWISE NOTED)- SEC SHEET 2 ANCHORAGE SMALL BE As YENr10N/E0 I C.,), CZ) t Ca) - _ ` ..- �Y• _ _. _ _ _ _ _ _ _�B_'' _� _ _ _ _ _ Q N Y
<br />] ALL ALUAMNW SNEEt YErAL Usm AT CLASUR£S sHN1 HAVE 71as-H14 ALOO'. LHRaIG+ 6) [xcErr THAT HFAOERS@r® sHML Par eE usEv ' , • .�w• 2.Nr/•- - _ -E-i"s
<br />aE • i.7so - (u ETs CiIOtAs : , -, W7M<iNLm o Fw oV[RIAP 3 - OD
<br />AL STFEL, STE1 AE7AL PANELS SMALL HAVE (A TER R LLO).N StE0. A$M M633 GRADE 50 YNNIYW. GSO _ .100` _ ! 700•.- / 10 ANNRIE e , { BOLTED PANE15 W //N-20.1• N E = C
<br />(0) ANCHORS SHMU lE INSTALLED FOLLOWING ALL CF THE IEOOMWEND MXIS AMD S ECIFICATDNS O' THE ANC OR'S MANUFACTURER. i /
<br />8 PANELS 6) CALSOICE T INT HEAD HORIZONTALLT FOLLOWING B NSUUJIIIOH OOAIS SHOWN ON SE'CRDAN S THROUGH t0 (SHEETS . .tEO• I Suit ]Of 8UI5 S j
<br />AVWLS !AD LAP t R 125' 1 t1,-20, i 4b-2a 12s' j
<br />ON.YAWRm STEFI OESIGI710N W/1Y- 56.5 Im lAf7ER ROLLID). / ATTACHED TD WSt1TE PROPER ANCHORAGE 11Ps SMURER 511N.L ONLY A1IALSED t0 ('OnCJIEIE BIOCK OR WORD FRIAIE / 3.] . roU NLYEIFD sS 6T110 RNEIEp J y5,5. M.S. BOLT W/ 7 s/32 ,+ - Q
<br />w/ MEANrta cnct i �}+
<br />S. ALL SCAM TO BE STAINLESS STEEL 3M OR JIG AS $DUE$ OR CORROSION RESSTANIT COATED CARBON STEEL AS PER 9 T SHALL BE THE RESPONSIBILITY OF THE CONTRACT" 10 %VhFY THE SOUNDNESS OF THE SYPuCnM WHERE Sum IS ID BE � � �'� � 30.Oe• I 093• I , r D.C. 12 1/J' oc. A'� )i (SEE SECTIONS AS APPLICABLE) ': =•3 `DIN 50016W/ S0 N• YIELD 1TRffNGTN Alta 90 AM tENSILE STRENGTH k STNALL COMPLY W ROXM aIILONW CODE ' _EE I I � -1 iI I i ' I ESECTION YaI,.7.74. BUILDINGS I or 003 22.1p.0OD• 1.50D•--i r.SOG' - ' j._...j. 1_.1___ r;�Il�_L.1_l --1_� NO Lp W �%
<br />6. BOLTS TO IE ASTM A-307 GALVANIZED STEEL OR AS 304 WKS STAINLESS STEEL WTiH M HO MINIMUM YIELD `: -9w H E13 OX SHOES A I t 12 LENGTHS OVE S,INL HARE A i2'-4 APD REAOKY TIOVISNSE 11AA9 I10IAND AL OWNER OR 8.2sa' ` 2.125' )I•e39' .976" >8 - /.-s' yo.... _._.. __..__._ _.. .___ O.�T ANCHORS TO WALL SMALL BE AS I`O LCWS- TDWITTO SECURE PANELS WITH APPLICABLE RiKfORCQiNT DURING PERIODS OF "URWANE WARNING _ 376- • OC7K ,. 1 „_. 125• L2�.i 1.1u 1 � DI= �C1=STRENGN I0. rLG1 REGULAR STORY PAJEL WR11 LENTi1/5 04FA e'-B THROUGH 17'-a'. AS PER 5ECi1O5 6, 0. S A TO AID KifRI1NE5 BW, _ R p, ], .. ._ ' t-__Ir _... ' . I i 7
<br />(A) - If THE INSTALLATION CONTRKIUW IS 10 sEAL/CAUA ALL SA1TiiK COMPONENT EDGES WINCH ROMAN IN CONTINUOUS CONTACT WITH, L_.._11, �
<br />T/4•I TAPCON ANCHORS AS MARUFXTURED BY ttlft MUD, INC. (WTI r.-3192 P-+•.) THE BUILDING TO PREVENT "O/RAN INTRUSION. ISOMETRIC VIEW DETAIL A �z000'._. -- I OD
<br />- 1/4' I . 7/6' CIUL-N ANCHORS, A5 MANWFACNRED BY DERLM.T K- (URN, rc-3000 p..I.) (� --2.00D._�
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<br />(WTI ro-3000 P...L) PNgV10E6 BY THE JLIRISNC11on WHERE PERMIT Is APPLIED N4 ETND LAP W/ HEMMED EDGEF L z) "h" NiADER t� "Uw HEADER 0 � ® ANQ E WITH STUD ® O+^ `/' /�, v-r - - _... __. 1 ...._ _ L
<br />- r14-10 PAPILLATE FEMAE D A PARMMATE PLUS ANCHORS. AS UWUFACnM BY ELCO COMSTRUCMN PRODUCTS T]. (A) iW3 P1TOaK.T EYA,.WT10N DOCUMENT (PLED.) PREPARED 8r THIS ENaNEER Fa U.i1EAC AND DOES NOT PROVIDE Wf01WIfION (N.T.S) v REVERSE STUD �a,! @ s• wx _ r MAX
<br />(URN. rc-3]so Pa,7 FOR A SITE SPCiX PROECT; IIT *MERE ilE SITE CONITIONS OLYMTE FROM THE PLEA v-,. ,NfY 1/4. 2/4. 3/4, 4/4, S/S. 7/S. '--,• MWN -+
<br />- I90c O TM -GRIP ANGaRS. AS MANUFACTUED Br TRU-FAST CORPORATION (1' -3600 I-..i.) r ... - —1 WOMES 1W/10, 2W/10, 3W/10. 4W/10,
<br />A7) MaARN1 EMBEOMFM OF TAPCON ANCHORS *ITO POURED CONCRETE SMALL BE I 3/4': 2' FOR PANELWTE FEMME t67 G' IS BE RESPONSIBLE face THE SELECTION. D MATE ME AND 1NSNDITIO S ETAKED UfE SAFETY E T1N5 PRODUCT 1 � /1 SIX ��2/14 ]74 4I., 6/S
<br />D AM PA KTE PLUS AND 1 1/4' FOR CF TAP -GRIP ANCHORS DATED ON THIS Pt.D. FRONDED HE/SHE DOES NOT ON,ATE TROY THE CONDITIONS OETAILID ON 11K5 DDcuMEni f--J I.]14` TOP EDGE `^ D66• "S74• AM' -1.7w - Silt/10. eW/i t A 7W/11
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY 1 . - .. _ - L.SpD• DF PAG -TM+ 't 1p6� . - .310•
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<br />STUCCO SHALL BE PERMITTED. 4/4• I-20 SCREWS USED SMALL BE 1 1/2' LOG MINIMUM SINGED STUCCO EXIST. on.I F_ - -I ._! 4. -
<br />ND I" ASAWCA FOR WALLS WITH NO STUCCO. AM MAY BE HEADED SCREWS OR ALL TREADED SCREWS W/O NEAP. III) Sidi SPECIFIC PROJECTS SOUL BE PREPARED BY A FLORIDA REGISTERED ENGOOM OR ARCHITECT WWCH WILL BECOME 11E f _` 1 071 1.671- \
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<br />A.3) IN CASE THAT PRECAST STONE. PRECAM CONCRETE PANELS. PAVM STUCI:O OR WOW BOARS BE FOUND ON TN( P.E.D. ENGNEEP, SILL SUeWt TO THIS LAMR TIE SIR SPECIFIC M WINL•S FOR RENEW'. I.00I1110N A 0 . , I I__. i._. ' ' ' , j.IM. L__.. u/ i ., - _ . , 1 � REGULAR STORM PANELS I A Q ELEYATION
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<br />1/4• I TAPOGN ANCHORS AS MANUFACTLpiED BY I T w BULDEX. INC. PANEL SHUEIER IN ACCORDANCE WITH SECTION 1709.9-3 Or FLORID BUILDING CODE, ONE LABEL » (". (�)" F TRACK ANGLE ® �s4 F" TRACK ® FLAT PLATED
<br />- 1/4• . , 71C CALC-M VCHM. AS MAWMAICTUREO BY DEVA.T RAC- (MIN, t' -1500 P...•) 94OU BE PLACED FOR VIM OPT]'RNG. LASELAa TO COMPLY WRH SECTION 17OSS 2 O THE O'On- (*.,) . --OW O NN WITH STUD (IN. ONE LM'26 WHOLE NNLM
<br />- 1/4•I X 3/4• SOLD -SET ANCHORS. AS DISTRIBUTED BY ALL Pont SCREW, BOLT t SPECILTY CO. FLOT00A BUILDING CODE. GALVANIZED SIM - yw-�_
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<br />PRODUCTS (URN. rc-2o71 I ANLYMHHw OBTAIN PERMITS IN T1$ STATE a FL,OPoOA ,.os3GEN °Z,/4• ACF TAP-GRP AN WM. AS MANUFACTURED BY TRU-FAST CORPORAtKN �trS-.I( .37SY 1 .873•W 1/4•9.T MNTNMUM EMNBEOMErT a rAPCON AAC ELto PNIELMAIEs AND CF PAP- RP aATO rHE �''.........'!/l I._.__j --LL�-_-� . 44167 MAX. cw ,`E,(�P:....,, �,.FLORIDA BUILDING CODE M h V.bei NMrTkam Zom .37s' /{7eLDtK UNrt SHALL BE , I/.•: HORS. G AHDHwI, V, , nWm. We AA ) r - * ' * FLLMIOA BUILDING CODE h veloci Nurr(conl Zone EN .-� FLORIDA BUNDINO CODE h Veloa NYITIGOne Zom
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