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<br />PROD[)CT6YAI�LATIOIV WPQRX&1�20m2a07 Z
<br />PRODUCT YVAs.r7ATIM REPORT PTO. 204ra AI 3
<br />■ ■ L ■ G \,/ fir/ 11��i.
<br />TILLIT TESTING G ENGINEERING COMPANY
<br />----- -
<br />2.2. TEST BEPORTS:
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />6 MATERIAL CHARACTERISTICS AND,4IPECIFICATiONS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />ATTRR A.
<br />w TILLIT !R : PE 1711CCO�wBD)-.1,
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />YL C 1� WX*7 y
<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 at
<br />Testing, Inc., Reports # 96-569 dated 08/0911996, #96.570 dated 09118/1996,
<br />26, of Product Evaluation Document (P.E,D.). drawing No. 20,176,
<br />PRODUCT EVALUATION 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 04116/1998 and
<br /># 2126 dated 10/05/1008 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONS OF USE,
<br />REPORT NO., 20-0720.01
<br />0219.01-09, dated March 4, 2000, 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 thru 14, Indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by QC 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 CATEGORY: Shubert
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tllteco, Inc. and signed and sealed by Wetter A. Tillit, Jr„ P.E.
<br />PRODUCT SUB -CATEGORY: Stone Panels
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />do 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 PwIiii0on Products
<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 />section 1616 of the Florida Building Code. Calculations prepared by Tifteco, Inc
<br />wood frame structures
<br />48M S.W. 51 Street
<br />dated 11/03/08 and 03112115, signed and sealed by Walter A.Tillit, Jr_, P. E.
<br />Davis, Florida33314
<br />1. PURPOSE OF EVALUATION:
<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 Report Issued by Warr A. Tlllit, Jr., P.E. (System
<br />Large missile Impact under section 1826 of the Florida Building Coda, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilisco, Inc. (Florida CA-OOOe719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />6IG20.3, Method 1 D of the Florida Department of Business and
<br />4.WIND LOADS_RESISTANCE:
<br />tit' „!?L+'1j
<br />Professlonai Regulation_
<br />20 Gage Galvanized Steef Storm Panel has been verified to sustain wind
<br />�rmr�
<br />y�ytQ '' CEN
<br />'
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel I
<br />� length shall boas Indicated on streets 8, 10, 14. 15,
<br />-- I -�\
<br />z - 17 44 8
<br />been verified for compliance In accordance with the 2020 Seventh nt Edition of the
<br />Florida Building
<br />18 19 25 and 26 of 26 of Product Evaluation
<br />ro a uatian Document P.E.D.. draws No
<br />f ). n9
<br />20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />-
<br />_ -
<br />— 3 4r --'* ''i` _
<br />Coda, and to verity that the product is far the purpose (Mended
<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 (P.E.D.),
<br />?; +^�2jpo •, STATE OF
<br />drawing No. 20.178.
<br />/ �,c••.•• 10R19 .:'
<br />N', S/ONM
<br />This Product Evaluation R art shall be su ect to review and revision in rise of
<br />Report subject
<br />,�O
<br />a Building Coda change that may affect its Ilmitations and conditions
<br />5. INSTALLATION:
<br />"IHNN,IE,MI"`
<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 />�.1AT LTECO ADMON RECORDS k P. E. REPORT-20 1 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />2.1. PRODUCT EVALUATION OOG�l61IIsI1_IP.ED.1:
<br />(P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANEL(DRWO426-t761REPORT 12D872&01
<br />Drawing No. 20-176, i led 020 GAGE GALVANIZED STEEL STORM PANEL",
<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 />sheets 1 thru 26 of 26 prepared by Titteco, Inc,; signed and sealed by Wetter A.
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part %,Mrs"
<br />,%61111111brrlrNr
<br />Evaluation Resort.P�A A, r! l�
<br />�+ A T?Ct f
<br />—: No, 44167
<br />-4gi67
<br />:
<br />'
<br />_
<br />/
<br />i : STATE OF
<br />1,541,%fitOAIOP . ��
<br />•kFes •....'. • �� a
<br />O, ,-It0RI0 ..'AY
<br />.yh J ...4 Cra�
<br />6355 N.W. 36th Street Mite 305, Miami, Florida 33l66 -Phone: (305) 871-1530 -y ,W,P'PA 1
<br />hP'�NInNIA111k,00;`
<br />/11 ,
<br />�LTE C�,N -
<br />T TESTING A ENGINEERING COMPANY
<br />WALTERA.'r)LLIT, nL, P.E.
<br />tittewg4oi.wm
<br />PRODUCT
<br />EVALUATION REPORT rl.Pr Lk-N. 4467
<br />HL l.A. 1,Im.,0.11%119
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panels
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protactiw2 Products. LLC
<br />4800 S.W. 51 Street
<br />Davis, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Walter A. T1111k Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />$1020-3. Method 10 of the Florida Department of Business and
<br />Professlonal Regulation.
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />been verified for compliance •n accord with a 2020 Seventh Edition of the
<br />once l accordance the n
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT (p.E m.
<br />Drawing No. 20-175, titled 124 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tllteco, Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P_E,; dated 07/2712020. This drawing is an integkoTWMtIt/+�ri 141 Hs
<br />Evaluation Report. } � r_�•� 1GEN ... 4
<br />`Yk4167
<br />7r:1"-�P. Tk *E
<br />_ / ` STATE OF i� s
<br />y�cF. FLORtOP..`�4'i'
<br />6355 N.W. 36th Street, Suite 305, Miarai. Florida 33166 - Phone: (305) 871-1S4rtMtA(3b3�A89i-I531
<br />PRODUCT EVALUATION REWRT NO. 18-6727.02 Z
<br />21 T'ESTFMEQR?Q:
<br />Large missile impact load tests were performed under SSTO 12.H 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 Amedcan Testing
<br />Lab of South Florida, Report # 0814-01-01 dated 03111/02 witnessed by William
<br />R. Mahner, P.E.. Bortz 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 />Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida
<br />Building Code, Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. SCM-198 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. 16KM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />0 3. STRLICTUR 1L ENGINEERING
<br />CALCULATIONS-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 1804 of the Florida Building Code. Calculations prepared by Tlltsoo,
<br />Inc„ dated 12118/10 and 08/27/13 (for this revision), signed and sealed by Wetter
<br />A. Tlillt, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE;
<br />Large missile Impact under aection 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard 201.
<br />rd and TAS
<br />4. WIND LOADS RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 1S 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 Sled Storm Panel has been verftted for code compliance to
<br />work as anon -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />PRODUCT EV I, )ATIO"XMT NM 29472701 3
<br />5. INSTA,I,AIION:
<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, 15, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />1A_MATEIRiALC_HARACTERISTICSAND 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 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7 LiMiTATIQNS 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 Tilteco. Inc_ and signed and sealed by Walter A. TIIIII, 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 Fi Lida 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 Welter A. TAlit, Jr., P.E. (Florida License
<br />No. 44167), President of Tifteco, Inc. (Florida CA-0006719).
<br />WAnLL
<br />D_1 TILTECO ADMON RECORDS i P, E. REPORT.201
<br />GALVANEWO STEP( STORM PANEL l DRWG # 20-1761 R
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<br />G�EN�•N1EpRpA�L� NOTES: COMPONENTS FOR REGULAR dt UFE SAFETY STORM PANELS i/4. 2/4, 3/4, 4/4. 5/5, 7/5,
<br />.p,.eA,pp..A>o.yE...: a 3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. stucco OR WOOD BOARDS K FOUND O N THE - - - (SCALE 1/2- 1' 1 W 10, 2W 10,
<br />IBAOAlSB ROGA6LMl��a10lr1 Ee■� COSTING WALL N CNOas SHALL ICE LONG ENOUGH TO REACH THE MAN STRUCTURE BE INO SUCH PANELS. / / 3W/10. 4W/10, 6/5
<br />1 SMRM M04M SOWN ON II•i PROCKT EVALUMN DOCUMENT tPr.D) HAS BEEN VERIFIED FOR COMPLINCE IN ANCHORAGE SHALL BE AS MENTIONED IN B.i) Ave IN 8.2). _-_____ .___---_-_- -...-- -_ -. _._ -MAN- (TOTAL WCTH) -- - - ---- - -- - ---- _. _..---- __ --- - .15195- MAL WCTH)- - -- -- --- -- 5W/10, 6W/11 & 7W/11
<br />ACCORDANCE WITH THE 2020 (7M EDITION) OF THE FLORIDA BUILDING LODE (C) To DMTBU: ROOD UNIN SPrAr OL, _ - - -
<br />DESCH WIND LOADS SHALL BE DETERMINED a PER SECTION 1620OF THE ABOVE MENTIONED CODE. - I TAPvbn ANCl,ORS. AS MNvuMCtuRED BY I.TW. BunaEx, INC 12-5CO' •~1MtN}..- - --- ---- - --- ,-- 6.230'-- - ---- Y MAX _ ANCHORS: ,D WOOD SEE SECONCRETE CTIONS Oq�S1O 15 o to t 9- - - Y MAX_
<br />FOR A WIND SPEED AS REOIRRED BY THE JWWW ON WHERE THESE SIJTTERS WIl1 INSTALLED ANp - Ir14-10 PAELAMTE FEMALE C AND PANELMATE PLUS ANCHORS. AS: MANUFACTURED TH ELOD CONSTRUCTION PRODUCT'S -- -_._
<br />FOR DIRECTIONAUTY FACTOR Ad-D.1lS. I15RO ASIDE 7-16 AND SFIYl NOT I7KEED 1/E IIVfIWWA (RSA.) - 1/N'• LAG SCREWS PER N.O.S. i / i 1.3po 1. 1. ..500' - ;-N.500' !1• lap -- I 11 1" MIN.
<br />DESIGN PRESSURE RATRCS INDICATED ON SHEETS 7 THRU 12. 14, 1S, 16, t9 t XI. - 7/16*0 . 5/r WOOD BUSHING. AS DISROBUTED BY ALL PONT SCREW, SOLT t SPECWJY Co. I I •♦,.. 14 _ ::r
<br />-L/N♦ o.oar pw. Tlwx / 3sD•-., A 6 0 - . o A._ .6 i 4 _-_..____
<br />-: _IN ON" TO VERIFY THE ABOVE CONORCN. ULTIMATE "ON WIND LOOS OETERY�D PFF ASM 7-16ON 1• T ` �•�- "LW*X=A� -r •i D.114. 0,O,®+® I - - i I -------- ----C2 THREADED ALETRA.TON OFOF lAC SCREW, INOO THE W000 FRAME IINIT ISWALL eE AM 2' FDR GCO tE RATS TEE-- 1, o TYP ASTy - f-T-1—j--T- -r--r--T-T---� - i- --' i__r_T_1__T__T--'1_-T-_T__ --_ . 1s1Ai1 BE F/bT ItFDRICEO ro a ;D. OEDGN WAIO LOADS er MIA71PLY6KN tHEEi Br o.6 IN ORDER TD )AND PANFIWLE FETAALE IO. / /�' " ` -.,E1 o.Nur Mw. Two rR]HIEO. hit i cMOE so ppryEO . ` _ ?.
<br />PEN
<br />COMPARE THESE W/ MAX (ASD DESCH PRESSURE RATINGS INDICATED ON SHEDS 7 THRU 12. IN, I5, 16, ,9 A 20 A / I `R 2.67• QAL_ aTEFI EDGE�7- / / l I -may ";ir., G-Qo QkV. wk / 4 3 . 4a4-®.©IN ORODR To V4TPY TINT ANCHORS ON THIS P.ED. AS TESTED WERE MOT OVER STRESSED, A 3AL INCREASE IN ALLOWABLE ) PENETRATION INTO STUC.'CO SML BE CONSIDERED AS PART OF THE REQUIRED THREADED POO IATiON 2 * U __ _ _ _ _ _ _ GRADE �� OCTAE AJ - 2000' ,2�•r�i-,,P`��-Typ , �� L � I o
<br />STRESS MDR WILD LOADS WAS 99L USED IN THEM ANALYSIS. FASTENERS SPACING TO WOOD 14AS SEEN DETERMINED IN -7'_ --- - 0-so UALY T `'-' _ _ _ _ - . T ' r.
<br />C,3) MINIMUM
<br />DGE DISTANCE OF LAO SCIREWS. INTO
<br />AS INDICATED IN TM DRMWNC j
<br />STORM ACCORDANCE 'S A N.D.S. 3FOR C.a7 AMNMWIM EPETATRATION D< HOOD BUSING SHALL WOOD
<br />/ 1/4�' Ur-20 SCREWS USED SNLA BE , i/2' LONG /•NIYUM _ _ - - - _ -ILL - _ _ _ _ 4_. _ _ _ _ . ` AL A _ 4a3 I _.L_ �..- �L�_ OD
<br />STORM PANEL'S AOEIXAKY FOR IMPACT AND WIND RESISTANCE HAS BEEN VpiliII IN ACCORDANCE WITH SECTION 1626 OF i - i. ,, -t_ I
<br />THE ABOVE MENTIONED CODE AS PER HVIOUDINE ENGINEERING t TESTING INC. REPORTS 96-569, 96-570 t 96-T30 AND
<br />FEJE57RATION TESTING l/0 MC.. REPORTS %2032 R i121 Y6 . AS PROTOCOLS TAS-tot, iA3-2O2 MIO TAS-203. SHOULD STUCCO IX6T, AND 1 MOWTIM FOR WALLS WUIN NO SIt1C00. - _.. __.--6.250' - - _ _ _
<br />AS WJU AS AMERICAN IEST LAB OF SOUTH FLORIDA REPORT 00219.01-09, AS PER TAS 20i. TAS 207 AND CS) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANGS. STUCCO OR w000 DOOM05 BE FOUND ON THE DUSTING O STORY PANEL ® END STORY PANEL --• - -�-- -- i - - - ,- --
<br />TAS 203 STANDARDS. HALL. ANCHORS SHALL BE LONG ENOUGH lO REACH THE MAIN STRUCTURE BCwNO SUCH PANFL5-.--2.197' --- . �__ _ ,- , _ 1
<br />R - -. _ _ .- - I
<br />H
<br />2 ALL ALUMINUM EXTRUSIONS TO BE 5063-TO ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 ANCHORAGE SHALL at As MENDONEO N C.0 C.2) A C a) - - .� '
<br />3 ALL HAWAIAN 94M METAL USED AT CLOSURES SHALL HAVE 31o5-H14 ALLOY. PNI�E_23 OD NP ( � 12s• _ 7OD: � 1/.Y-OL 1jA1-i0. .T25• _.
<br />cALYAa12E0 STEEL DESNi1NTlDIN W/RY- 56.5 Ha (AF7EA ROLLED). •/ N0mv EDGE I ,.2A• JOA SENB SDI( 8BU6 _ '
<br />rAOUGRI 6) EXCEPT THAT HEADERS (b t 0 SHALL NOT BE USED ,t
<br />SEE SECTIONS AS BOLTED PANELS W/ 1/40-20-t` `- .
<br />(0) AINCHOItS SHALL INSTAufo FOLLOWING ALL a THE REODN4NDA110N5 AND SPECIFICATIONS OF THE ANCHOR'S IMNUFACTURER % (.2so' -- -- 2.187- I 1S.S. M.S. BOLT W/ 7/8- = 3/32• 'I
<br />A ALL STEEL SHEET METAL PANELS SAIL I/ANE 5'AUCRMA. QUALITY• STEEL ASTM A GRADE SO IIiN'IMIW. G-60 .MOD' R n --T j r�.�.4 i I - l
<br />-_ ___. - .W3' I H ' �_- --�_ 1 �. lWU1gNUT5 O FA OVERLAP EV '�'
<br />6 PANELS MAY ALSO I!r INSTAu.ED HORQUARALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH lO (SEDS H - .t OO' 1.125 - 769 UNBOLTED PANELS
<br />TI•a.Pr / 1 Jw' 1 r TO AN1XE'e" G1Ar�LE 0W� I
<br />5. ALL SCREWS 70 0 STAINLESS STEEL 304 OR A TENSILE
<br />SERFS EN THRnDSHAL RESISTANT COALED CARBON WG D PER 9. IT SMALL BE THE RESPQQIBIJTY OF IRE CONTRACTOR 10 VERIFY THE SOU40NESS OF THE STRUCTURE WHERE SHUTTER IS TO BE � wX / ( '! 12 t/r nG ,2 1/T' 0.G. APPLICABLE) j. I I � � 1D.
<br />3a7s �2,}In — �- - - L L ._.l _ !-j _ 1 jJ N
<br />DIN 50019 w/ 50 H•1 HELD STRENGTH AND 90 k• TENSER STRENGTH t SHALL COMPLY w/ FLORIDA BUADIO CODE tO.Or .100 ) (SEE SELTIONS As APPLICABLE) w
<br />SECTION 2sIT.3.3,4. ATTACHED TO WSUpE PROPER ANCHORAGE THIS SHUTTER SHALL ONlY EE ATTACHED 20 CORCREiC BLOCK OR WOW FRAME 9a .939' .9�` DETAIL W1 - --. _ _ / •T ' _- - I
<br />s. BOLTS i0 BE ASTM A-So7 GALVANIZED STEEL, oa ASI 30H 5F7RE5 STAINS STEEL WITH 3: IW InuuuM +'TEED eUWDHNTs `.' �_ M. ! ) DETAE ,- _. 7' a:L,1
<br />STRENGTH Io. EACH REGULAR STONW PAREL WEIR LENGTHS OVER 6'-e TH6IOLFGH! 12'-.•. AS PER SECTIONS 6, e. 9 tr ,0 AND KtERINTAES NEW.-�D2S0• 2.,25• 1 L23•t L-123N' 1 --- - �1
<br />9W A TOW ON SHEETS 5, 6 tr 12 RES ECOVD.Y: SHALL HAVE A LEOW AND READILY VISIBLE MARRING INSMUCTXNG OWNER OR .-. R 0. 373' , r T 1 � D 3
<br />7 ANCHORS TO WALL SAIL BE AS FOLLOWS TENANT 7O SECURE PANELS WITH APPLICABLE REINFORCEIJENT DARING PERIODS Or HURWANE WARNING ' - '-- /C 0. 373� L- 125 `I I I E'� S C= ,
<br />(A) TO ELOSIWG POl9RD CQW.SM. I I THE INSTALLATION CDNR NC70R IS TO SEAL./CAUUX ALL SHUTTER COMPONENT EDGES WHICH ROWAN IN CONTINUOUS CONTACT WITH � I .750' I� W: _ - --5- MOT. --- -_.-_ ! .--./.S00• - '•�•-,.SOO•� l i I I C E.�
<br />- t/•'• TAPCON ANCHORS AS MANUFACTURED BY IT.R X. INC. (AN,. rI>3,92 ".) TOE &RLCHC To PREVENT WINO/RAN INTRUSION. ISOMETRIC V EW DETAIL A 36-. �) -i N'C � ff f!(
<br />- 1/4• • . 7/6' CALK -IN ANCHORS. AS NANUFACMLED BY DETSLT INC. INN. I' 3000 p-) I----2.000' -- I_2.000' - I I w •1P_fj
<br />12, STORM PANF3, INSTALLATION -ALL COMPLY WTT4 SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AM ZONING REGULATIONS ROUNDED CORNER 0 ENDS OF PANEL'S ,E,� D,M..&&@-+� .-- -- - _-. i __i I . .- _-_ -_ - - 1-. L-' J +-: �• a"
<br />- I/i. a }/N' SaO-SET AtICIO15. AS DISTRIBUTED NT ALL POW SCREW, BOLT t SPECIALTY W. R __ _ __ Y i - //f
<br />(Mn, 1't-3000 v.I1J PROVIDED ifi THE JURISDICTION 1TlERE PCRMR IS MARLED 10. ENO L� w/ 11EIAI,IFO EDGE. ■ r r • o O i O O O t 1 N 1W7 M,_
<br />Q h HEADER O U HEADER 4Q eli L (4�l ANGLE MM STUD @ ANGLE WITH tAAtp�� O O.O ®� 44 � 4F
<br />(ANN. 1 PANEIANTE FEMALE IO t PANDJNIE PLUS ANCHORS, AS MANIRUVCRNRED BY F1OD COHNSIRINCON7N PRODUCTS ,3 (4) THIS PRODUCT EVAAMTION DOCUMENT (P E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE AWMAIIDN (N.T.S) 4 + 6 4 + 6 r VI Co W
<br />(MIN. 1'P.a330 P...�.) FOR A SITE SPECIFIC nppJ[C'r; I.. WHERE (TIC SIZE CONUITONS DEVAIi F7ION THE R,E.D. $riEmr STUD -3, MAX 1 4. 2 4, 3 4. 4 4, 5 5, 7 5. �_6/`5
<br />-MAx, -� +4 .A.V N iia - I/N^I CF TAP -GRIP ANCHORS, AS MANUFACTURED Br 7RU-rAST CORPORATION V -3600 p.u.) r .-.- -7 VARIES 1 TAN. / / WN.SMOCT, iW 10, 2W 10, 3W 10, 4W/10, Oe aAI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRE E SNILL BE , a/A'; I' FOa PANETANiE rE/AlE (a) CONTRACTOR M 8E RESPORSBLE TOR THE SELECTON, PIXlCRASE AIO I1SOLL1At,O1 INCLUDING LIE S✓FEtt a TOTS PRODUCE 1/f1 • ]/tN 774 / / / 3 W.-2$eONST U IONS PED. PRwCEI HTHE C ODES NOT Of1MR FROM TTE CONOIONs DETAILED ON TRIG DOCUMENT - f-36.3ss- I .1��,� w s7a•� 1 SW/10. 6W/11 BL 7W/11 lit y
<br />O AM PAR[MMOE PLUS A110 , 1/4' FOR CIF TAP-pitP Na,'HORS. CONSTRUCTION sAflY AT SITE Is T12 CONTRACTOR'S �m IF _ 1 ^
<br />1.A07.1.063' 370`i
<br />1 7-Be,-. ; 1O' -7 • T/N'go as SEIRS
<br />TVA. T)P DXE L�_._- ._-.___ ANCHORS: FOR CONCRETE SCE SaEDUIi ON SHUTS B t 9_____ ___S2S'A2) CAX-IN tr SOUD-•ET ANCHORS SALT BE EMBEDDED 7/e` IRO THE POURED CONCRETE NO EMBEDMENT INTO (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED. H _ _ _ _) L r __- }- ) (----��-( S SIVO iOKTED TO . -- FOR WOOD SEE EECtIDtNS ON BEETS 10 tr /1 - -_ m I
<br />STUCCO SiAIL 8E PER16Tim. 1/.• •-10 SF�tE'w• USED 5HIALL Bf , t/2• LONG MIHMIlM SHOIAD S11xxo fAa57, 92S` ANGLE 0 12 1/2' 04 psIUD I' MI (MUM FOR WALLS WON NO STUCCO. AND TAT BF HEADED SCREWS OR ALL TNRFADED SCREWS W/O HEAD. (d) SIR S'EMIC PROJECTS TIME BE PREPARED BY A FLORIDA REGISTERN VAGINEER OR ARCH"I"M WHICH WILL BECOME THE -. _.- 1 :A9:Bin WITH WTNC Nits. ENGINEER Or RECORD (E_OJk) FOR THE PROJECT AND WHO WRL BE R£FONSIBLE FOR THE L_1.-. '�. 90}• - t.343' �R/>e2' 1.6ii' \q,,13W V 147IPROPER usE a THE L S ENONET ar RECORD, SIM PS A DELEGATED FOR RRE 10 THE , yT6 �� AT -H . �• - ) I', `.j. i.Ols• j REGULAR STORM PANELS �C ,,,ELEVATION Q7
<br />zo
<br />A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVM STUCCO OR WOOD BOARDS BE FOUND ON THE 7N0EXISTING WAIL OR FLOOL ANCHORS SIAAIL DE LONG iNOL1Q1 TO REACH THE MNpI STRUCTURE BEMIO SUbv ---- .�".. .SHIN}. SLRYn TO Tips U THE SnE SPECIFG ORAYIINOS FOR REVEW. M..DURr TROT. crow ssT I i t aeD• L- _ r ! - _ 1/ . A6a .Op' 1' N.T.S. - �•PANGS ANCNOpAGE S/AL1 BF AS AIFNT,OHED IN A1) AND IN A2). (.) 1NIS RED. SWLL BEAR THE DATE INO OP10lHAL SrJV. AND S101N1URE OF 111E PROFESSCWA. •-- 2.000'--.--i-'�• '�ENGINEER GF RECO D THAT PREPARED IT 7..® KEY HOLE WASHER ,,//�� ".) (n
<br />(a) To /.ISTwr. ,XIHC ROO WA L -90: 14 SHUTTER MARAOFACTURM'S LABEL SHALL BE LOCATED ON A READILY VMW LOCATION AT STORM - O • ® / ■ • ® t 4 �= __
<br />1 4• • TAPOON ANCHORS AS MANUFACTURED BY I T W. eULD", INC.- .063' 8 Fr TRACK ANGLE (P 3F R F• TRACK FLAT PLATED 1 'MOT. r:+P
<br />- 1 4^ W • 7 6' CALM_W ANCHORS. AS MANUFACTURED BY DEA'ALT INC (MIN. e_1500 p... 094• fit.•
<br />PANEL SHUT" IN ACCORDANCE MTN SECTION 1709.9.3 a FLORIDA BWlDHO CODE ONE LABEL 29
<br />1 /t'. t S/4/ SOup-SET RIGORS. AS QSTNBUiD 8Y ALL POINT SDREl1'� aOIO 8 STEWLtt CO. FLORIDA BUILDING FOR OPCmNG.. LABELING TO CWT+LT W,1N SECItp:, M709.92 OF ,THE�EDfABL I
<br />(MIN. rc-law •.N) THIS ORAWINO aH1A1 DINT eE USED N ( ) - - --T X. Tl(��T WITM STUD (L•a ov6w ., WINE W4LEVT
<br />MA
<br />V -,0 PANELLMTE FEMALE ID AM PANELMATE PLUS ANCHORS. AS MANUFACTURED BY LLCO CONS11MCtCH I
<br />PRODUCTS (MIN rc-2o7T � NHI ('O'BF,/R/ P�ERWiS m�THE SFATE OF FLDRIBA Mw. ts' WIG `
<br />P W..) , NM 1N l ' ID E -i ,y1 'SUN `T ` R •►-
<br />- I/4- •CF TAP -GRIP ANCHORS. AS MMUFACRIRFO BY TRU-FAST CORPORATION `•SEA A.,(.37sb 'R.B7s•A - `� 1/4' I - ,` l FLORIDA BUILDING CODE 1,1 h VawNd NMFT1can. Zone I 37s i •: No. 44167 MAX. G`P p: B. T) HUMA M EMBFDNIXT OF TMCON ANCOO S. ELCO PANFLWTES AND CF TAP -GRIP ANCHOR. INTO THE VCeu)cK +Ia'r SAu e< I 1/+• ��,•'' • Nliam TaTcm ,IA: r,P I - ___f 1- -3 * : * : * FLORIDA BUILDING CODE W h Yek01 1"Nu cons Zone ..� `-t 7 1 � ••.••EFI•.•....T FLORIDA BUILDING CODE h YNoe Nurri9ono Zonefl
<br />20 CAGE GALYAIN2ED STEEL STORY PANEL _ .... TTP. 90TTOr `:/
<br />�:'
<br />N0. 4 167 § plw, n 1 olq - - NICKEL TOTE v .ANNEL TOTE A T&AMM WK. rA •eroa Tama ANC.
<br />B.2) CALK -IN tr salvo SET ANCHORS qW1 BE DBE(OEO 7/e` uNro THE CONCRETE BLOCKRIFT No : = m/2+tEoeo _ _ g50 12s- W:ie7s WING NUT SA .. " : ALA 20 GAGE GALVARM STEEL STORY PANEL �„ r 44167 20 GAGE GALVANIZED STEEL STORY PANEL F�
<br />INTO ,AND I S OM 1M ORW AU. ,ITH 40 0 SCIONS USED SHALL BE t 1/2- LONG YINAaIy SHOD CO r LOBAL PROTECTION PRODUCTS, u.C. am ---- -I ® EY HOLE ��,aF... �` - •ram IT ___�. rr TRLwN WN,
<br />EXISO, AND 1' MINUMUAN FOR WADS WITH NO STUCCO. SiA OF -' � --' III E C 0 ENc. 2.000'- -- � ',#5y
<br />�•''• F lIr E ,Nr IMWE"Hi'LufT>:r7 AT PANEL Ns / PROTEl;T10N PRODUCTS, LL.C. SECTION A -A * :, �_ �_
<br />w + GLOBAL PROTECTION lSRODUCT'S, LLC. "y700°
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