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<br />TILLIT TESTING GL ENGINEERING COMPANi
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<br />WATTER A. TILLIT, JR., Pi. tiltcro@wl.com
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<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 2&0720.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />Glabal Protection Products LLC,
<br />4800 S.W. 51 Street
<br />Davie, Ftodda33314
<br />1. PURPOSE OF EVALUATIOK.
<br />This is a Product Evaluation Report issued by Waker A. Tillit, Jr., P.E. (system
<br />ID # 1906) to the Global Protection Products, li Rule Chapter No.
<br />61 G20-3, Moth od I D of the IF lo ride Depa rtmen t of Bu s I ness and
<br />Professional Regulation.
<br />This product is baling Issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED.
<br />2.1, PEtODUCT F-VALUATION DO -
<br />CVMENTtREM�).
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANELII,
<br />sheets I thru 26 of 26 prepared by T'ifteco, Inc,; signed and scaled by Walter A.
<br />Tillit, Jr., P.E.; dated 07i2812020. This drawing Is an integral part %Mls
<br />Evaluation Report, "k0l IP01%,
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<br />PR0DUCTXvAL 2
<br />2.2. TEST REPORTS;
<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 />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 08/09/1 996, #96-570 dated 0911 8/1996,
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Mocl
<br />P.E_, Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and
<br /># 2126 dated 10/0511 998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009. signed and sealed by Edmundo Largaespada.
<br />P.E. and Henry Haftem, P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, RE.
<br />2_3_17BUCTURALEN INEERINOCALr,UILAI[ONS,
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and In accordance with
<br />section 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 11103100 and 0311211 5� signed and sealed by Walter A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE.
<br />Large missile Impact undersection 1026 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. WND LOAD RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall beas indicated on sheets 8,10,14, 15,
<br />16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />14,15,17,18, 19, 20 25 and 20 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-176,
<br />. INSTALLATION,
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as
<br />indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 2D-176.
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<br />6. MATERIAL CHARACTEMMOS-A
<br />.ND.SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D.), dnewing No. 20-175,
<br />7. LIMITATIONS AND CONDITIONS OF U
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet I of 26, as well as General Notes # 1 thru 4 and 1 1 thrul 1 6, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P. E.D.), drawing No. 20-1116
<br />prepared by Tilteco, Inc, and signed and sealed by Walter A. TOR, Jr., RE
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florida Building Code.
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillilt, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719),
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<br />oil TILTECO, ADMON RECORDS I. P. E. REPORT-20 k GLOBAL PROTECTION PRODUCTS. LLC � 20 GAGE
<br />GALVANIZED STEEL STORM PANELk DRwG 4 MI 76 � REPORT # 20-0728.01
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<br />I ILI ECO IN
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<br />TILLIT TESTING & ENGINEERING COMPANY
<br />WALTERA. ULUT, a, P.E. PRODUCT EVALUATION REPOR filteCO&LO). COLD
<br />1 'I'FLPT U-14.4467
<br />CA,U�000019
<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: Global Protection PMAur,lfi- LLQ
<br />4800 S.W� 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION.
<br />This is a Product Evaluation Report Issued by Walter A. 7 illit, Jr., P.E. (System
<br />10 # 1906) to the Global Protection Products, Lli Rule Chapter No.
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />Professional Regulation.
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect Its limitations and conditions
<br />ENCE SUBMrrT
<br />Z1. PRODUCT EVALUATION DOCUMENT (P.E.UIL
<br />Drawing No. 20-1 75, titled *24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P-E,; dated 0712712020. This drawing is an inte go, r f�?§Q,, is
<br />Evaluation Report. , 1,
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<br />6,355 N.W. 36th Street, Suite M5, Miami, Floridh33166 -Phone: (305) 371-]IW,�Qtkt_
<br />� ,Oi-1531
<br />]PRODUC]'NVALLATION REPORT NO, 20-0717,02 2
<br />22 EST REPORTS:
<br />Large missile Impact load'tests were performed under SSTD 12-99 standard as
<br />per section 1609,1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03111[02 witnessed by William
<br />R. Mehner, P.E.. Boi 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 1809.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated Navembei-23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QG 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. 10KILA-13118, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />. STRUCTURAL ENGINEERING CALCULATIONS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by TIlteco,
<br />Inc., dated 12/18110 arid 08127113 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., RE,
<br />3. MISSILE IMPACT 1,ESISTANC-E-,
<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 LOAN 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 18 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 SSTD 12-99 Standard.
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<br />5. INSTALLAPON:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3thru 8, 12 thru 18 of 18, of Product Evaluation Document (F.E.D.),
<br />drawing No. 20-175. Minimum separation to giats shall be as indicated on
<br />sheets 3, 6, 13, 14, 1 5, 16 and 18 of I 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />$.,MATERIAL CHARACTERISTICS AND S ECIFICATIONS;
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet I 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 1 8, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7. LIMITATIONS ANID-CON-DITIONS 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- TIIIIt, 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. Tffllt, Jr., P.E. (Florida License
<br />No. 44167), President of Tifteco, Inc. (Florida CA-000671 9).
<br />WATILL
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<br />GENERAL : COMPONENTS FOR REGULAR & LIFE SAFETY S 1/4, 2/4. 3/4. 4/4� 5/5. 7/5, 1 IIIIIIIIIIIIIIIIIIIIIIII
<br />. snmL mm BAN= DUSTING WALI_ ANCHORS SHALL BE LOW 04OUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. IW110 2W/10, 3W/10, 4W/10. 6/5
<br />0M - 03) IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE (SCALE 1/2=1')
<br />I. STORM PANEL SHOWN THIS PRODUCT EVALUATION DOCUMENT (P,F0.) HAS KM VERIFIED MR COMPLIANCE IN ANCHWAGE SHALL RE AS MENTIONED IN 9.1) AND IN B.2). - ____________IS,I"- (TOTAL WIDTH)- ----------I -------I3.I96' (TOTAL WOTH)------- 5W/1�, 11i & 7W/11
<br />ACCORDANCE WITH THE 2020 (7th EMKIN) OF THE FLORIDA OU40NO CODE. (C) ULZMZMIG_V)=_1M2L.5I!E= SMIM G - a 55 MIN)- 1 .___ ----12.500, (EFFECTIVE WZN]L____ ___ � i —1 ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 15 & 9 r MAX
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COM - 1/4-07APCON ANCHORS, AS MANUFACTURED BY 0.1N, RUILOO. INC. I I i _ZI: MAX__
<br />1 L_-----,5 1/4"---------------, I � 250'--------------------! . FOR WOW SEE SECTIONS ON SHEETS 10 & 11 -_ I' Mx7
<br />FOR A WIND SPEED AS REQUIRED BY T14E JURISDICTION WHERE THESE SNUTTIERS WILL K INSTAILLED AND - #1�10 PANuMATE FEMALE 10 AND PANEIMATF PLUS ANCHORS, AS MAILWACTURED BY EUDD CONSTRUCTION PRODUCTS� . � I : I WK i
<br />FOR A DRECTGRAUty FACTOR Kd�028- USING ASCE 7-16 AND SHALL NOT EXCEED THE MkXIMLIM (A.S.D) - 1/4-# LAG SCREWS PER ND�S. 1 [-I�3�0- I..VO* � � �5w 1 1 � Soo* �
<br />I "?G -I k , i. - � 6 0 0
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<br />- I/IWO � 5/r WOOD ING, AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECLALTY CO, I /\ . I _� I . . I- 0.03r INN. THICK - �
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THITU 12, 14. 15, 16. It A 20, am . I I L I � ____ -_ 1. rkwmw STEM Ilk, D.M & r- --"--,----�---T--7/!--7T--'.-�--'--'I _17-7-7 I ------ F--
<br />IN ORDER TO VERIFY 'ME AM CONDITION. ULTIMATE DESIGN WIND L04DS DETERMINED PER ASCE 7-15 - \ �, _� i "(I), 01 @ + "
<br />" , 1\ ASTW A -SW . -i 1__7_ -,--,.--I--
<br />,� - CROVE 50 M ,�So � I � I I ! ! T � I ! ! I , � C114
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<br />SHAM BE FIRST REDUCED TO A.tD. DESIGN WIND LOADS En' MULTIPLYING THEM BY ot 04 ORDER TO C� 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHAU_ BE 1 1/2' AND 2' FOR ELGO PANWANTE PLUS , , N /J:--l-.1i�_ ��N'l I
<br />AND PANUMALE FEMALE 0 �Ie_ - 0-030, � N 7 H I
<br />COMPARE THESE W/ MAX (�SO) OEM PRESSURE RATINGS INDICATED ON SHEETS 7 THEN) 12, 14. 15. Ia. 19 At 20. * 2,657" C04YANM W- �/ zaw, "! EDGE— / I ,
<br />_THR '% 140 MREADED - \ GW (�)�, @-@ . @ , , , / " _0
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<br />C-2) MINIMUM WED PENETRATION OF LAG SCREW, IWO THE WOOD FRANC UNIT SHALL BE 7 1/2 2.0)01 1 TYP. ASIM A-4 ,
<br />IN ORDER 10 YERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OYER STRESSED, A MR INCREASE IN ALLOWABLE A, I BRUCE 50 M WYALL �y I DIETAIL,�J I 1 �-. �
<br />STRESS FOR WIND LOADS WAS fiaL USED IN THEIR ANALYSIS. FASTENERS SPACING To WOOD HAS am GEIERMINED IN PENETIRATM INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED TNRE4DED PENCYRAPON, I EDGE G�_80 CA �=, - � / / 0
<br />ACCORDANCE WITH N.D.S. 2018L C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS, LNM WOOD SHALL BE AS INDICATED IN THIS DRAWING 1111TAIL A 4&V _ ------ - > I 48Z / I � > 0
<br />---------------------------- I / / - 4- 0
<br />STOW PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCt WIN SECTION 1626 OF ; I _� _H___ ]_ I I I i � A I 5 L_
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTING ING. REPORTS 06-S69. 96-570 8: 95-W ARD C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8-. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM -1. - � I----- M
<br />FENESWTION TESTING LABL INC,. REPORTS 12032 & 42126 . AS PROTOCOLS TAS-201, TAS-2D2 AND TAS-203. SHOULD STUCCID EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO. ___a.2SQ_ �=' _____ � __ --7-T - / - - - - - - - 1� i CL N
<br />AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT 002 1 9,01-02. AS PER TAS 201, TAS 202 AND - - f V - F-T-1...... �M
<br />TAB 20.3 STANDARDS. C-5) IN CASE THAT PRECAST STOW- OR PRECAST CONCRETE PANELS� S=00 OR WOOD BOARDS BE FOUND ON THE EXISTING (1) STORM PANEL (9 END STORM PANEL / / , 1 j CL ><
<br />2. ALL ALUIWNUIA EKTRUS04S TO BE 6CEL3,-Te ALLGY AND TEMPER. (UNLESS omiuwK NOTED). SEE SHEET 2, WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUC44 PANELS. � 2.187"- / /_ I------ I =:) CU 0-
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SRM_L HAVE 3105-H14 AUW� ANCHORAGE SHALL K AS MENTIONED IN CA). C.2) & CA) I i _"�'-311` _41�V - __ __ - -.- ., I/ - 11 4V 1 8 _71,
<br />(0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURM. 1___I , - 2. 1 ff7' 11 f 9-THT71,1� -
<br />PANELS - - - W
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<br />GRACE: W"M M 60 '_�_, 11 _61- -----,-,----] .125, 4"020. 1/4*0-20. .1,2�: '&� - - IiDLT& PI&ELS�Iil Ij4 -26. ___ I 9 -a "
<br />W/ Nii^_�MGE - -, I i - �100' - UNBOLTED 1-1 ,, 1
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASIM A-W 50 U , G_ ��'s no UP 1-1 - F C N -C
<br />C-NLYMIZED SIM DESIGNATION w/Fy. 58.3 kal (AFTER ROLLED). 8. PANELS MAY ALSO BE INSTALLED HOWONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 TKIMCH 10 (SHEETS 4 - "Sw iloo, %'S - �.750` r- %4 SD4 .� ,\,
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<br />THROUCH 6) EXCEPT THAT HEADERS 0) & CD SHALL NOT BE USED. ' It a . TICORM ,7w- (SEE SECTIONS AS I �N - - J.;�NIA BOLT W/ 7,W . 3/32' ;1 M :D M
<br />"Go - & - I i i f , ANGLE 0 ARM V I -1 r --,,---I 1 0 EA OVERLAP
<br />- - � I . - '� �'�,"O"
<br />_7" - - I _LZ 12 1/2- OLC� ,2 ,)7' 1 ! (SEE SECTIONS AS APPLICABLE)
<br />S. ALL SCREWS TO BE STAINLESS STEM 304 OR 316 AM BURIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9 IT %�ALL BE ME RIESPONSLEAUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE S11U1TER ls To BE ita.w . lm, ; 6 'N �;
<br />DIN 50018 W/ 50 W YIELD STRENGTH AND go kW TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING ��.G.- ! . ,093, - I I __T____I ______ . 5 C: -0 _;
<br />241I.2L3.4_ ATTACHED 10 INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCREM BLOCK OR WOOD FRAME � 1� I 1 2. i I , I" I
<br />�
<br />,
<br />BUILDINGS. - - M 1 093' 1 Z 000 560-ITNEEF E _U _Si)G` _L_ 11 ... � I - I __1_L_ _ � !I
<br />i - - _11 25' � . SEE I _., �. - F.--l-Ir - .- , -_ (D (D
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<br />6- DOLTS TO BE ASTM A-307 GALVANIZED SIM- OR AISI 304 SERIES STAINLESS SPEO, WIN 36 WW MINIMUM YIELD 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER W-8 THROUGH 12*-4' AS 10 AND AiJET"TIVES awl . h�t .- I AB�3: _ , i I � .! , 9�9_ I ___J . - .6_7 A� Q)
<br />STRENGTH. OW & LOW ON SHEETS 5� 6 & 12 RESPECTIVELY: SHALL HAVE A LEWX AND =CVn1ZK1SLEaMIW9NG& INSMUCTING OWNER OR i 2.1 �25' A a 375 I _ L__L!&:::, I� I / ED I$ a) -I- C
<br />,
<br />7 ANCHORS TO WALL SHALL K AS FOLLOWS� I - i JISO tr 5. 125" 'i� / I - ,
<br />TENANT TO SECURE PANELS WITH APPLICABLE REINFORC04EW DURING PER)COS OF HURRICANE WARIWNG, I �4�0. ,V/� � I I I � I CA
<br />- i _2W_ I I � � I . -
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<br />M_ I i, THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL S14uTTER OCIMPONENT EDGICS WHICH REMAIN IN CONTINUOUS CONTACT WITH t_. .111,11 - ___a, U..----- L-I.BDO _J L .W- I I - f�;
<br />(A) QgMW-EMRM�S� . I Inu it � wl� i I ") -- <
<br />-, 1/4*4 TAPCON ANCHORS AS MANUFACWED BY LT.W� GUILDEX. ING. (V,.. f'3122 p,.;.) THE WKDWG TO PREVENT WINDIRAIN INTRUSION. � " �
<br />I I
<br />- /4* 0 X 7/8' CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT ING� (MIN. r1000 pij I METRIC VIEW DETAIL A 1,V / 1 2=00'�?K_ _2,OW-_-_' � i I , E :1
<br />- 1/4,0 -W ANCHORS, AS VISMEILITED BY ALL POW SCREW, BOLT & SPECIALTY CO. 12, STORM PANEL INSIAUATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS ROUNM CORAIR 0 ENDS OF PAWL'S FULA. It D.M..(91@1@.__�9_ . / 11, I_ -- _Q� ---L __ -_ . ._______ - 3
<br />J%3/*'SOU0 _41______11 '�i� ;U,_;-TJ_0__14_1,.M1__ 1�0;(c,
<br />(Mi. -1000 P.o-) PROVIDED Err THE JURWICITON WHERE PERMIT IS APPLIED TO. END UP W1 HEMMED EDGE, - r.,\ Ny! �i 1_.__J - 0 6-
<br />(0') "h" HEADER -if
<br />- .Am (�) ANGLE (4 ANGLE WITH STUD @ ANGLE WITH t,
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<br />#14-10 PANDUAlt FEMALE 0 & PANELMATE PLUS ANCHORS, As MANUFACTURED ey ELCD CONSTRUCTION PRODUCTS- (N,T.S) 1_� UO � L,I � .
<br />(Mw� f'3350 P..;) 13, (d) INS PROOLCT EmkuAnON DOCUMENT (Pzo') PREPARED By THIS ENGINEER IS GOMM AND DOES Nor PROVIDE INFORMATION REVERSE STU -_ 1/4, 2/4, 3/4, 4/4, 5/5� 7/5, I: MAX i
<br />FOR A SIM SPECIFIC PROJECT, I— WHERE THE SITE CONDITIONS DEVIATE FROM THE P�ED. - - -----I WINES 3: = _� I I- 3: 0 Q
<br />- IleW OF TAP-GRLP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORANKYN (f't-3600 9�.j_) � I . IW/10, 2W/10. 3W/10. 4W/10, 6/5MEH_ i � (V C: 0
<br />i I SEE W. � ; , . -
<br />3/4'; 2' FOR PANELMA7E FEMALE BASED ON INS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. e ,374' � 5W/10, 6W/11 & 7W/11 �
<br />A-1) MINIMUM EMBEDMENT OF TAPCON ANOVIORS INTO POURED CONCRETE SHALL RE I (b) CONTRACTOR To BE RESPONSIBLE FOR THE SELECTIGH. PWXW,SE AND tNSTALLATICN INCLUDING LIFE SAFETY OF THIS PRODUCT _=_ _A 1/14 e, 2/14 __ Ii-iMI"i .374' - .75W � � � � � > .9) ra
<br />ID AND PANEMALTE PLUS AND 1 1/4* FOR OF TAP-=P ANCHORS. CONSTRUCTION SAFETY AT SUE IS THE CONTRACTOR'S RESPONSIBILITY. f T - . rIPPMEM f .Css- .- 4845^'. I � . 3:
<br />. F I- 1390 1 � 1IW_. .188, 1�1�illlol �� 26' 11/4-0-20, 304 SERIES ----ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS$& 9_------- < � a) > :.= >,
<br />A.2) CALK-14 & SOLID -SET M04ORS SNALL BE EMBEDDED 7/8' INTO THE POUR CONCREM NO EMBEDMENT INTO 1 i I t - r - I- � - Tk& SIM RIVETED To FOR WOOD SEE SECTIONS ON SHEETS 10 & I I '/1 (3) CL .0
<br />SmiCOO SHALL SE PERMTTTED� 1/4' 020 SCREWS USED SHALL BE 1 1/2- LONG MINNUM SHOULD STUCCO DUST. I i W -:"7 - Ci
<br />I
<br />ED W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED fWAUO LF MODIFIED. 1_407'1� .375" �� � F_ I - f 1, Amets * It i/V o.c. I I '
<br />
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<br />IC PROJECTS WALL BE PREPARED BY A FLORIDA REGISTERED 04MNM OR ARCHITECT WON WILL BECOME THE i I I , 7 I I. ! 1. 6 i ?A- , .1 ��, ,1� E c
<br />ND I* MINIMUM MR WALLS WITH NO STUCCO. AND MAY HE HEADED SCREWS OR ALL THREADED SCREWS W/O HM. (d) ME SPECIF !n 1.8,7 � I -
<br />BUT WITH WING NUTS. ENGINEER OF RECORD MO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE I ! i ,M. � 1.-43* 1 , 1-5 I bO_1 I NkL "
<br />PROM USE OF THE P.E.O. FROWEER OF RECORD. ACTING AS A DELEGATED ENG94EER TO THE � 1,06Y , "015' �
<br />i � I I I - i � ! �760` REGULAR STORM PANELS
<br />A.3) IN CAM THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS. STUCDCI OR WOW BOARDS BE i I _WLg,-.M . � I& Q ELEVATION � :3 C: 0 .b...
<br />FOUND ON IHE P.E.0, ENGINEER, SHALL SUBMIT TO THIS LATTEIZ THE SITE SPECIFIC DRAWINGS FOR REVIEW. i ' I I -1 L - I I
<br />: EVERY PANEL OVERLAP �957' 1 ... J .01. ; 1711111." ---A
<br />EXISTING WALL OR FLOOR, ANC ITS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHIND SUCH ; I - he, 065' t , � � N.T.S. . -
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<br />AS MEN'TIONED IN A.1) AND IN A,2). (e) THIS PZO SHALL WAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL - -= :13 I- 'a ;
<br />PANELS. ANCHORAGE SHIALL BEHO 5 . . _� zw I
<br />ENGINEER b� RECORD THAT PREPARED IT. i , -ITM.) .
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<br />(a) !Q1 2L.BU)Qi_W&1_A1[MS_-ftQ� 14. SHUTTER WANUFACTURER'S LASEI, SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM i 1/4* Max. GAP :5 FL I#.-
<br />Qwwm: TAPOON ANCHOPIS AS MANUFACTURED ErY L I- W, SULDEX, INC� "" (R 3ZA* *r- IS= T FLAT PLATED
<br />/41-. -1 r.?!�: r- "I- TRACK ANGLE 2�67*
<br />- 1/4 . PANEL SHUTTER IN ACCORDANCE WITH SECTION 17094,3 OF FLORIDA BUILDING CODE. ONE LABEL � k.!;)
<br />. 7/8' CALK-4N ANCHORS, AS MANUFACTURED BY DMALT INC� (MIN. V1501) pxl) SHALL K PLACED rOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17091.2 OF THE ! Dam* (ME0 I-094 WITH STU (AM OVERLAP -1 WOLE M440)
<br />- 1/4-0 X . 3/4' SWO-SET ANCHORS. AS DISTRIBUTED Err ALL POINT SCREW. BOLT e, SPEMTY Co. FLORIDA, BUILDING CODE- I GALVANIZED SMtEEL -� - . Z44'# 'IA0011i"'t.ty, a 7 -,-- :
<br />(MIN. f-1800 P,,I) I --i .A .,� I !
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<br />#14-10 PANSIMATE FEMALE O AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY EM CONSTRUCTION --MK Ia- LONO I I 0 _i�� �:.!!4i# 1�/ lzvlp\ lqp\ 11 I
<br />PRODUCTS (MOL C2071 PIA) 0',"0#NII0s�,.,Ii,, I 08TAN PERMITS IN THI I , �
<br />- 1/4- 0 OF TAP-GWP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION 11 I F_ i � . IN- I ,,e ", \-T-/ I ,0 � I - I \--/ i
<br />0, -\w ; .375*0 8*0 J676*0 J AF . _11,01
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<br />R AW-40 NYC) TTHE A - - - - - ,/_�_ FLORIDA BUILDING CODE (Migh Velocity Nu con* Zone) ,3 a" % * . Z-\
<br />BLOCK UNIT'SNALL BE 1 1/4% b "Oj 'I;'- -. f * - MTM mc, V.01 I I 9 --I f . * : . FLORIDA BUILDING CODE (NIgt V41001ty HU"ICCITO Zone) I 1 � . FLORIDA BUILDING CODE LHIgh Veloofffty Hu come Zone)
<br />11 0- 4 .. S 20 CAM GILUVAMIZED STEEL STORM PANEL � i I -menlow = .. STATE OF 'cc t WHICH) MIM Me, pip. 15 1 . ""N", , . * S 0= ix=� INC, 20 GAGE GALVANIZED STEEL STORM PANEL ry.
<br />82) CAIX-IN & SOUD-SEr ANCHORS SHALL BE EMBEDDED 7/8- IWO THE CONCRETE BLOCK UNIT� NO a " NO 4 187 I i � at. 063�j NICKEL � PANE-
<br />: - L * 1123-- .1875, WIRC NUT t 1% - V4 -- 20 WE GALVANIZED STEEL STORM PA04EL bum W. I Jf No 44167 -. s.
<br />INTO STUCCO SHALL BE PERMITTED. 1/4- 0-20 SCREWS USED SHALL BE I - LONG UINO __r_CO ' - 5- 07/1012M - - I-. 1*1.' . Ato 11 _ 411-1 - __ - . . __ DRAWN W. -
<br />1/2 AUM � U4 T <21M__________'� GLOBAL PROTECTION PRODUCTS, Ui (�o KEY HOLE ,.40 . -, * :*;
<br />EXIST. AND IA MIRMUM FOR WALLS WITH NO STUCCO. Itl'.. STAT of - _". N � - CAM t-:.: � � - �_� 11,,� F-S "i .. � SECTION A-9-*' - -_
<br />� - — . .`NNIMPONG Pale'AN, O*I`C. � =n. W, �_. 11 AT PAN a a GLOBAL PROTECTION PRODUCM U.0 ' N.T.S� - .16 % ATE . GLOBAL PROTECTION MDUCTS, U.C. '_ -
<br />_S 1;��'- 1'� 0 _- � PIKNE! (.5.)NO-7154E, FAt (�)MII7117 20-176 1*14 - IL ECOi ' 'r 6=.,�Ml �_ `,MV Be, al STRW
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