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<br />WA7.Tr3R A. TILLIT, JRL, PA, __ WON, .9WI.CO
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<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0?2e.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 />MANUFACTURER. GLQbal ftotimillon Products LLQ
<br />4800 SN, 5 1 Street
<br />Davie, Floricia33314
<br />t PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Waiter A. Tillit, Jr., P.E. ("tern
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 1 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 />2. EVIDENCE SUBMITTED:
<br />2A. PRODUCT EVALUATIOWDQC -
<br />, � WMENTR&I24,
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANE12%
<br />sheets 1 thru 26 of 26 prepared by'rilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr-, P�E.; dated 07128/2020. This drawing Is an integral part
<br />Evaluation Report. oodo -mig",
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<br />6355 N.W 36tb Street, Suite 305, Miami, Florida 33166 - Phone: (305) $71-1530 -
<br />11 FM NO, 20:Q728.IU 2
<br />22TESTREP RTS:
<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 ProtCCDI. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09118/1996,
<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 0411611998 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 seated by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. DCM-197 by QG Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />24- T�-CTURALENOINEERINOCALCULADQNS,
<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 Mind load and panel
<br />length based on ratlDnal and comparative analysis, and In accordance with
<br />section 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 11103/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr.. P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact unclarsection 1026 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4-WRD LOAD-S RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall beas indiratedon sheets 8, 10, 14,15,
<br />16,19, 25 and 26 of26 afProduct 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 26 of26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-176,
<br />I -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, 26 and 26 of 26, of Product Evaluation Document
<br />(P. E. D.), drawing No. 20-176.
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<br />6. MATERIAL CHARACTERIM"U.-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.), drawing No. 20-176.
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />7,11. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thrui 16, IndIcated
<br />on sheet 21 of 26 of Product Evaluation Document (P. E.D.), drawing No. 20-176
<br />prepared by T'llteco, Inc. and signed and sealed by Walter A, Tillit, Jr., P.E,
<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 shal I only be Installed Into poured concrete, concrete block, and
<br />wood frame Structures.
<br />Product Evaluation Report prepared by Walter A. Tillft, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc, (Florida CA-000671 9),
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<br />.:�TILTECO AD MON RECORDS �P. E. REPORT.20 kGLOMPROTECTION PRODUCTS, LLC�2043AGE
<br />CALVANIZED STEEL STORM PANSLk DRwG #20-170 � REPORT 92D-0728.0i
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<br />TILLITT TESTING S ENGINEERING COMPANY
<br />WALTERA. TILLIT, M, 1% .COM
<br />PRODUCT 4REP ..-,,,�!T�'%!-'�] 44167
<br />fL,C.A. LimmNa- 0.306719
<br />REPORT NO. -
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB-CATFGOIRY.
<br />Storm Panels
<br />PRODUCTNAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection Products. LLG
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Prod uct Evaluation Report issued by Waite r X TI lilt J r., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />611320-3, Method ID of the Florida Department of Business and
<br />Professional Regulation,
<br />This product Is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, 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
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<br />21. PRODUCT EVALUATION DOCUMENT (P.E.D.):
<br />-
<br />Drawing No. 20-175, tried '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 intepAYM110%
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<br />Evaluation Report. t�� ,
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<br />63155 N.W. 36th Street, Suite 105, Miamt Florida 33166 - Phone: (M5) 871- 11%#,�Oj�ot_
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<br />I'EVALCATIONREADATNIO. 1042=2 2
<br />22 TEST REPORTS:
<br />Large missile Impact load tests were performed under SSTD 12-DO standard as
<br />per section 1609,1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report# 0814.01-01 dated 03111102 witnessed by William
<br />R. Mehner, P.E., Bortz Moroz, P.E.end Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and seated by Edmundo
<br />Largaespada, P.E. and Henry Hattom, 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 Amehoan Testing Lab of South Florida,
<br />Report No. 1123.01-iO, dated November-23, 2010, signed and sealed by Julio I -
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-1g8 by QC Metallurgical, Inc., dated March 13.2009,
<br />signadand sealed by Frank Grate, P.E� as per ASTIM 5-8 and Tensile Test as
<br />per QC Metallurgical Report No. IOKM-1318, dated December 1, 201 0 Signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
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<br />2.1 STRUCTURAL ENGINEERING CALCULATIONS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as wall 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 Tllteco,
<br />Inc., dated 1211 B/10 and 08f27113 �fbr this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E,
<br />-3. M16SILE IMPACT RESISTANCM,
<br />Large missile impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
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<br />4. WIND LQ.ADS RgaISTANCE.,
<br />,
<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, 1 0, I 1, 13 thru 16
<br />and IS 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 112�99 Standard.
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<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 1 S� of Prod uct Evaluation Document (F.E. D.),
<br />drawling No. 20-175. Minimum separation to glass 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.
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<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet I and 2cf 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 Procluot
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7,11MITATIONS AND CONDIDONS OF USE:
<br />7.1, Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by Tilteco, Inc. and signed and sealed by WalterA.M11111, 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. Tlllq, Jr., P.E, (Florida License
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<br />No. 44167), President of Tifteco, Inc. (Florida CA-0006719).
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<br />D"; TILTECO ADMON RECORDS � P. L. REPORT
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<br />COMPONENTS FOR REGULAR & LIFE SAFETY SI �
<br />GMERAL : 8�3) *9 CAM THAT PRWJW STONIL OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS K FOUND ON THE (SCALE 1/2-1") 1/4, 2/4, 3/4, 4/4, 5/5, 7/5,
<br />OKA FOR gnu am" EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, 1W 10, 2W/10, 3W/10, 4W/10, 6/5
<br />1. STORM 4e�".. Im IPMROOUCT EVALUATION DMMENT (REDJ HAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE S14ALL BE AS MENTIONED IN 81) AND IN 9.2). 1 .-------I&IW (TOTAL WV"_----_-n -15.10V MAL WVTN)------ 5W/10, 6W/11 & 7W/11 ____f!�
<br />ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA BU41MNG COOL (C) T*_q=W_WZL4MDN_V1WCL�- -� ! I
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<br />FOR A 0 PANELMATE FEMALE 10 AND PARELMATE PLUS ANCHORS, AS MANUFACTURED or mco commucrioN PRODUCTS, , I e ,,.� ,
<br />- _---I2,5OO* (EFFECTI61. WVTN�____ r MAX ANCHORS; FOR CONCRETE SEE SCHEDULE ON SHEETS$& 9 a . MAX
<br />"IGNEEng?��� - 1/4:01 TAPCONI ANCHICIAS, AS MAWFACTURED BY Ltaf. BotLOOL INC, ___7 . � -t* UK i FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 , I
<br />DES THE ABOVE MENTIONED CODE, 11� 7�*ol r-I.J?cv- ,I-'W � I M,T. I
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<br />FOR A MWERE NURN '.) - 1/4-0 LAO SCRONS Pot NZ4 I F-30W � I
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<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU M 14, 15, 10, ;O A, M - 7/16'0 R 5/5* WOOD SLISHING, AS OSTRI3VIED BY ALL POINT SCREW, BOLT A SPECIALTY W, I � \ I , I I I 7 mow MIN. THICK r-1136 I 0 1
<br />- , I rAVANM STEEL ---
<br />IN ORDER TO VERIFY THE ABM CONDITION. ULTIMATE CES" WIND LOADS OETERININED PER AWE 7-16 \ T - V,V + I F -_ ___1_T --- r--r ------ I I r -_ -I--,---,--,- C"
<br />COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14, IS, 16, 19 & 20. IDALVAIAZED STEEL / 2A37' 0_60 CAN I - -----7 ------- I
<br />SKAU. BE FIRST REDUCED TO KS. , DESIGN WIND LOADS BY MULTIPLYING THEM By OR IN ORDER TJ 1� I I \ AS IWO A�F . D.M..(j),(�)A" -_`__r__1__T__1 I ! !
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<br />AND PANEUMALE FEAKE TO, - - L I ----- ea Haw - I I , ! 4= -M .!--
<br />C- 1) MNIML44 "EA= PENETRATION INTO WOW Of TAPCON ANCHORS SHALL BE 1 1/2' AND 2- FCR ELCO PANELMATE PLUS I - I , .
<br />�M '�.�'- O.OW Mk THICK � , 2=�
<br />IN ORDER TO VERIFY T14AT AN HIS PI.D. AS TESTED WERL NOT OVER S C�2) MINIMUM THREADED PENETRATIM OF LAO SCREW, IWO THE WOOD FRAME UNIT SHALL BE 1 1/2'. NO THREADED 24 4. ,4- � �!_WM TYP. ASTU A-50 T 2. , .2 1 T - (�)�- 0-@ - (D I I -
<br />STRESS , 04ORS ON IT TRESSEO� A 3M INCREASE IN NLLOWASLE PENETRATM INTO STUCCO SHALL BE CONSIDERED AS PART OF THE FIEWW" THREADED PENETRATION. I ORWE SO MINIVIAM I I I I 2 \ CO _=
<br />FOR WIND LEADS WAS fia USED IN THEIR MALTZ. FASTENERS SPACING To WOOD )'AS BEEN DETEMMAD IN - EX "W \ 11 > LU
<br />ACCORDANCE VAT14 N.D.S. 20TS, G-50 DAILY, -1irm A I - . :>0 C3
<br />C-3) MINNUU EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INC"= IN THIS DRAWING L A - - � 4&9 1 ------ � /4. V � -= =
<br />STORM MIMS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF ----------- -_ � T ------------------ --- 7_1� - C=) . = -
<br />THE AW4S MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTING INC. REPORTS 16-569, 98-37D & 96-T30 AND CA) MINIMUM PENETRATION OF WOOD BUSH" SHALL BE S/r. 1/4- 0-20 SCREWS USED $KAU BE 1 1/2- LONG MINIMUM ,- � . ._ I I I / E ,, t W = r- C=
<br />FENESTRATION TESTING LAB, INC., REPORTS JI2032 & #2126 , AS PROTOCOLS TAS201, TAS-202 AND TAS-203. SHOULD STUCCO CKIST, AND I' MINIMUM FOR WALLS WITH No STUCCO. 1 ______4.2SC`_ - .____1 1--_ -7,17 I - , �, __ _Lfl I 6 = = M 1-1 cll�
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<br />2. ALL ALUMINUM EXTIWSIONS TO BE 6063-11 ALLOY AND TEMPER. (UNLESS OTHIMMSE NOTED). SEE $KIM I WAIL ANOICIRS SHALL BE LONG DO" TO REACH THE UAW STRUCTURE BEHIND SUCH PANELS. :��2,157*- __J, - I = LL- in-
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<br />-4 CA). C.2) & C,4) (A _= C,4
<br />3 ALL ALUMINUM S14M METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY. AHCHORArE 94ALL 13E AS MENTIONED I ,�-L,-, 3V ". ____._ - - I/ 1 A _=
<br />AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA WONT #0219.01-09, AS PER TAS 201, TAS 202 AND (0) ANCHORS SINALL BE INSTALLED FOILLOWNG ALL Or THE RECOMMENDATIONS AND SPECIFKATIONS Of T14E ANCHOR'S MANUFACTURER, I -TT111 ---�- , I -
<br />TAS 203 STANDARDS. C 5) IN CASE THAT PRECAST STVC OR PRECAST CONCRETE PANELS. STUCCO OR WOW ECAROS BE FOUND ON THE EXISTING - (D SMRM PANIE (A END STORM PANEL 4-r- - - - / t") a) C=
<br />PANELS 00 IF 111� -2Wf *I - -- J - - - - J - - - � __ ---- --I R -2
<br />1121 90. . .125, J2V / -CC - C,4
<br />. I I .100. I I -I& S�1�
<br />4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTLIRAL QUIAUTY STEEL, AMU A-W GRADE 50 WTAMUK C-60 S. PANELS WAY ALSO BE INSTALLED HOMZONTALLY FOUL ,- a. - -�,�: - - r- 14"US %44 UNBOLTED PANELS I- , BMTM PANELS W/ 1/40-,Oxl' W W t:e
<br />GALVANIZED SIM DESIGNATION W/FV- 5&5 lal (AFTER ROLLO). DBMS INSINUATION DETAILS SHOWN ON SECTION .3 TIROUGH 10 (SHEETS 4 $i1i __AAW __11 - - . - - r - . S'S. Sw "CIED T, - - S.S, M.S. SOLT W/ 718' . 3/32' 31: 'a -= W
<br />THROUGH 6) EXCEPT THAT Ht�(D&Q SHALL NOT BE USED. I I P 0. I t, STUD RNVED . , =1_ (SEE SECTIONS AS f , - NUTS 0 EA. OVERLAP :1 (1)
<br />5- ALL SCREWS TO BE STAINLESS STD1 304 OR 316 NSI SERIES OR CORR RESISTANT COATED � i� R-PAW : 1 1 __.__ --- I I - TO ANQUE 0 � -1 APPLICABLE) / o .
<br />OSION DAMON SIM AS PER 9 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNONESS OF THE STRUCTURE WHERE SHUITER IS TO BE ' _"'� � f 1 12 1/2' O.C. ii '�iroi I (SEE SECTIONS AS APPLICABLE)
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<br />SECTION 24 ,3.c - _ .- i --I--
<br />DIN 50018 IWI�50 k5i YIELD STR04M AND 90 W TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA SURLDING � ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY 13E ATTACHED TO CONCRETE, BLOCK OR WOOD FRWE ; _1� 3,375, � 7 1 .093, - 2.1 W, 2,0 1 GO, '. .,.I I � __� I = - .-
<br />BUILDINGS. - - ; .C., . IM.- .-CC
<br />& BOLTS TO BE ASTM A-307 GALVANIZED SrM 4t�Z i - O., I f SEE I � . .9* � —M c __ 7.71—L — — WIT-
<br />- OR AISI 304 SERIES STAINLESS SIUJI WITH .I$ W MINIMUM YIELD �', L - i :t: 3: M
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<br />STRENGTH, 10. EACH RECUtAR STORM PAREL 07H UNOTKS OVER W-a THROUGH 12'-4' AS PERT SECTIONS 6� S. 0 & 10 AND ALTOMTP43 8W. �� I 211 IV , - a 375' 1 r L � r . M
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS 9W k 1OW ON SHEETS 5, 6 A, 12 RESPECTIVELY; $KAU HAVE A LOASUE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR NEIAN , I I I I
<br />TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE W I-, , A L. ,IW =
<br />ARMW , � a a 375, i " :5 -� CJ W
<br />1114 I JW_ �i7 - t ______!`I � I - W = =
<br />N MLXXHWF�� 11, THE INSTAUATION CONTRACTOR IS TO SEAL/CAUUK ALL SIAITTER COMPONENT CUM WHICH RIEMAIN IN CONTINUOUS CONTACT WITH L_ -1 J ,� 't� t-------,V M_____ i LJ.SW_1 LI.-i 1 1 .:P.
<br />0 TWON ANCHORS AS MANUFAQTURO BY I,T^ BUILDEX, INC. (W. 10-31RI p.*.!.) EIRIC VIEW. DEWL A L-2 OW ��_ _2 I .
<br />- t/4 .4 arr'117 = -T >.,
<br />T14E BUILDING TO PMENT WTND/RAW INTRLISION. 0XIM 2 __ / / I
<br />: ;/4' 0 x 7/8' CALK-W ANCHORS, AS MANUFA"ED BY DERALT W. (M0,L rc-3000 PL) L . 'I I W ";5. -
<br />12, STORM PANEL WALLATION SHALL COMPLY WITH SPECS INDIC 0 (4)+ - -_ ; i
<br />/4 x 3/** SOUD-SET ANCHORS, AS DMIEUTED fff ALL POINT SCREW. BOLT & SPECIALTY CO, ATM IN TH�S DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS ROUNDED CORNER 0 ENDS OF PANEL'S ne D.M.,@-@10- I_ __ a � __.1______1__,_J = E
<br />(M� r3000 P,W PROVIDED BY THE ,WRISOMON *101D PERMIT IS APPLIED TO. END UP W/ HEMMED WOE. r;;1`I - - L
<br />- #14--10 PAIREIMATE FROLE O & PANELMATE PLUS ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCM W (�) *u- Hunfa (�) ANGLE QAA ANGLE WITH =a " ANGLE WM -2 6
<br />13� (0) THIS PROTIUCF EVALUATION OMMENT (?-ED.) PREPARED BY THIS ENGINEER IS QVIVIRG AND DOES NOT PROVIDE WFORMATION (N-T,S) lz:;y V�w @,(k&@.&r7=7 ' el- CJ
<br />(MIN. I'3350 P,I,J) RE=E MUD l
<br />- 1/4�0 CF TAP-GRP ANCHORS. AS M04UFAMRED By TRU_FASt CORPORATION (f*v.3SCO p.g,i.) FOR A SITE SPECIFIC PRCUECT: Le. WERE THE SITE CONDITIONS DEVIATE FROM THE P,ED. _,_.3. MM__J 1/4, 2/4, 3/4. 4/4. 5/5, 7/5, L,,-- r-:__� -
<br />- - I VARIES i I MIN.
<br />W CONTRACTOR TO BE RESPONVOLE FOR THE SELECTION. PURCR45E AND DWALLATION INCLUDING LIFE SAM OF THIS PRODUCT , SEE DID. I 1W/10, 2W/10, 3W/10. 4W/10, 6/5 � 12
<br />A. 1) MINIMUM EMBEDMENT OF TAPCON AAX>KM INTO POURED CONCRETE SHALL BE 1 3/4*: 2' FOR PANELMATE FEMALE _ = 1/14 A, 7114 0 ,374' - I t " 1� �
<br />ID AND PANEMALTE PLUS AND 1 1/4- FOR OF TAP-GRP ANCHORS BASED ON THIS P,Lo� PROVIDED HWSHE OCIES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS WCUMM 1 _,_j - . 5W/10, SW/11 & 7W/11 t
<br />CONSTRUCTION SAFETY AT VIE M THE COWRACTOR'S RESPONSIBILITY. 7 7 __ ___ _Tm TOP wat � �_:___1311 r-. � I
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<br />F �`_ _ "96, 'R. -7w I
<br />-- -, , . � 10
<br />7 F_ - I �3w '� OF PANEL . I , , I
<br />I � . I ; 12V I - W4 SERIES � ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8
<br />A.2) CAUK-M & SDUD- I I M. - �-, SM RIYDO 10 --- FOR WOOD SEE SECTIONS ON SHEETS 10 & I I & 9_-_-,__
<br />I
<br />SET ANCHORS 94ALL BE EMBEDDED 71W INTO THE POURED CONCRETE, NO EMBEDMENT KTO W INS PRODUCT EVALUATKIN DOCUMENT WILL BE CONSIDERED IWALID IF MODIFIED i i r_ i 1w, F':�
<br />STUCCCI SHALL BE PERIVITED. 1/4' -20 SCREWS USED SHALL SE I IIV LONG MINUM SHOULD SrUGDC Lou, � i 1.467-1.063 ,,,, � .376' .3 0 I - ANGLE 0 12 1/7'
<br />. IN f ! I , I I �
<br />NO I INTMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD� (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENDNEER OR ARCHITECT WHICH WILL BECOME THE 1 I ; � 1.67
<br />MIT WITH WIND PUTS, ENGINEER OF RDCORO (LOA) FOR THE PROJECT AND WHO WILL BE REMIONS03LE FOR THE .390' _ __M_ 3' r I - - _ I �.! � � 1.5 � �0-1 "
<br />PROPER USE OF THE P E.D. IBIGINEM OF RECORD, ACTING AS A OaEGATED 04NM TO THE i I ! I INS I __ - - I . 1.61V
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<br />�
<br />� L _W � .91sr J L zr - rq - .750'
<br />A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAN". PAVERS. STU= OR WOW BOARDS 13E FOUND ON THE RZO, ENGINEER, SHALL SUBMIT TO THIS LATTTR THE SITE SPECIM DOWINGS FOR REVIEW, I Lor-M-11. I . ,, EJ L LS n1A 2Q.ELEV
<br />EXISTING WALL OR FLOM ANCHORS SHALL BE LOAD ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH � EWW PANEL OVERLAP ( - MR, .M* .Ow i ______J N.T.S.
<br />PANELS ANCHORAGE SHALL BE AS MENTIONED IN AA) AND IN A.2). (e) THIS P.E.D. SHALL BEAR IME DATE AND ORIGINAL SM AND SIGNATURE Of THE PROFESSIONAL I �4 - Lim�
<br />ENGINEER OF RECORD T44AT PREPARED IT. i 62VII,
<br />(a) !QIEX9 E BLOCK WALL_&1j1M_r,-M: 14. SHUTTER MANUFACTURER'S LAREIL SHALL BE LOCATED ON A READILY VISIBLE LOCAl" AT STORM 7a � W (�) KEY HOLE WAS14ER M 1/4' MOX. GAP
<br />/4 * TAIPCON ANCHORS AS MANUFACTURED BY 1. T W. RURUCEX. INC. I _.M. (��) INC TRACK ANGLE (9 3/1* *C TRACK (?) BM PLATED 2.67'
<br />- 1/4: I . 71W CALK -IN ANCHORS. AS MANUFACTURED 13Y DEWALT INC, (MIN. ('t500 p.1) PANEL SHUTTER IN ACCORTIMCE WITH SECTION 1709,2.3 OF FLORIDA BUILDING DOM ONE LABEL I D.036 L 4'
<br />- I IeO X 3/4" SOUD-Sa ANCHORS, AS DWRISUIDD BY ALL POINT SCREW. BOLT & SPECIALTY CO. SHALL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH SECTION 17MR.2 OF THE I * (Nn.) - , M ,344'0 Ak"0041104% WITH STUD (WL 004�� -�T_*az wum
<br />(WIN V-1500 p��.) FLORIDA BUILDING � CALVANIZEDD SMUEL _' I , --A I
<br />'10 PMLLMATE FEMALE M AND PANELMIATE PLUS ANCHORS. AS MANIJIFACIVRED By ELCO CONSTRUCTION DRAWING SHALL ONLY BE -1 I - ---I , ,� - -, _ -
<br />- USED To ,<- �Jkz� <i� i i
<br />f14- I 18's OF FLORIDA I � I . - , V 11 L/ Wo% /-\ /_\
<br />PRODUCTS (MIW V2071 p�0-) ,kw ION# OBTAIN PERM" IN THE STATE i __1f IV Low I 1, fio."';��EN"" !,If' /_N,�
<br />- 0 CF TAP 'AST CORPOROTION, IV% f I & 1. -
<br />1/4 -CRIP ANCHORS. AS MANUFACTURED BY TRU_F /1, I � 'r, i C \-.-./ N__/ ko
<br />.. % .37VO *6 .57510 4F � I/C I �� �o
<br />�% I -elf
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<br />,. . i L - .. MAX, W , 'k- .
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<br />TE w -a -.,, ,I: - 4_____ �..-,,
<br />_,/�_ FLORIDA BUILDING CODE (High Volootly Hu J I I , 0 ....;. __
<br />8-1) MINIMUM OAROMW OF TAPCON ANCKOR% ELDO PANELMATES A14D OF TAP-GRP ANCHOR. INTO THE '.. gA;, �� _ � loorNm Zone) I 1375, . , ,44101 - \ i 0 . ..-
<br />I�V --. I won, IWO:*. PIC, 1 *'. -)
<br />BLOCK UNIT SHALL BE 1 1/4-. .. I r- * :* i FLORIDA BUILDING CODE Mgh Valo!U HU one Una)[ 4A 1 Ae.- EN " FLORIDA BUILDING CODE (10gh Ve!oo�y Hu cormi Zone)
<br />.* 'R- I L(D
<br />. 20 CA" GAL N17ED STEEL STORM PANEL i ,,,. ,� k .. L&_ 1i -.
<br />M) CALK IN a SOUD-SET ANCHORS SHALL BE EMBEDDED 7/a- wro THE CCACfI, 7E BLOCK LINC. No ", = I , C,_ % STATE rp, FP1
<br />- NO, 4 167 * I � M Am*_' - 1 ,.-. TEO __ UIr I.-Cl 02*10 TKT= W_ 92M TUROD. W_
<br />T. WING
<br />-I . - ��H WINS NUt 0 Or PA14M * .,"AI04 20 GAGE GALVANIZED STEEIL STORM PANEL DOWN of'. .1 11 o 44167 %. 1 20 GAGE GALVANIZED STEEL STORM PANEL oftme, ft
<br />. - 01/wwa . 4,7
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<br /><2>,,-_� CAM, .-,- '%,� $ '. __ - :*f 07/041,`051D
<br />*no STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 I/Z" LONG MINIMUM SHOU i__ ----T-,L- .1 _. �
<br />EMT. AND I' MM" FOR WALLS WITH NO STUCCO. - " — GLOBAL MTECTION PRODUCTS, U.C. I KEY HOLE --*.O-'* - 40 - "*** �* - I . - . - -,
<br />,5*. --- _� Z� =zow= I �e, *I..- "'"Zm� PRODUCTS,
<br />I - STA Ut, �_ _ . T�l 7=r� 0 � `;.. SI $,am — AT PAN _ GLOBAL PROTEC11ON PRWUCTS, I.I.C. SECTION , GLOBAL PROTECTION LLC. DATE
<br />_ _ `11111,4" I -
<br />- 1-T 1=7 * A:%W:� 01 . D-AL R_ W11 20-176 () - 4800, &W. 61 Vow NA.S. I ** I - � am S.W. 51 snw
<br />. . "KIND M4)510-7.343� FM "RUM-SM �1_ - - �_
<br />I N� -?I',— - - 4 PM - � _! ow ' (1) 2'X7*XIA! ALTERNATIVELY. USE "NO NUT W/OUT DRAr FL. M*4 - � WW_ FL =4
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<br />__� - I � �,.. PMCKD CNHI)W�TMIL M. i % W"'rWr%: - - PKRm,' (a,HR;_"W M. ("NXvR
<br />00M !M-1 _- i - DRAWING - f M_16t.t _WWNARNWIN,P.� M4)M-"7 20-176 .1 , - - am _-, ==M�W am 20-176 ,
<br />wom A. TXIA , - - - - I M - - - 19 -
<br />0 1i CA- 11 7/4%3/32* WASHER (STAINLESS CA-00011719 _1 - I " i-.! - I M . CA-0.017 -1 - i - 1 --! - -
<br />ALUMINUM ANGLE MMOUTHIC RASHER W/ ADDITIONAL A ..
<br />- �
<br />N,1112A�V* _�N` - .,- I -11 FIN, I I - I - SHOT I or M . SrM OR NICKEL PLATED STEEL). O.E SLAL� twin A. TUIT Jr. P.E. I M atum PW . TANVURE/nAt n DRAWING N.
<br />- warr I or 24 . _!�= F079 * I -:; -:;
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<br />INSIALLABON DETAILS EOR RMLAR PANELSn1 & Q'A W CLOSIMS UM FOR INSTAUATION IN KAW COME
<br />INUALLADON DETAILS FOR REQUIRAR EANELS(b & (B IM EXISTIN9 29URED CONCRETE OR Mjr,�LQCK SIR.UCTMRES 92M 0= OR WOOD INSTALLATION DEIA11.3 F_QR REGULAR e NELSCD & (1-A
<br />I/.-_2Uy.. � MAUD FOR FEWAR, UEE 2M M E-_Z H" SM PAHL MM INTO EXISTING POUREQ QQNCRETE OR CONCREJE BLQQ9 KRUPTURES
<br />r__��PPANRMWTE FIDMU 1% CONCRETE AHCHM .1 J
<br />INTO EXISTING POURED CQNCRETE QR CONCRETE BLOCK STRUCTURES Co.oNEDE ..,. M OR OF W-GRIP (50C SCHEDULE ON wwave-1 . ANCHOM. FOR CONCRETE SEE SCHOULE ON SHEET 9
<br />CONCRETE ANCHM ESSE smavau: ON I SCHMA1 ON %W a a 2) 914M a THROUGH 9) 4 1. I _--WI.R,M ,___PQLM CONCRETE 7_RU.RE0XMCX I FOR SEE SECTIONS ON SHEEt 12 -------- ;:Z
<br />. f_� 7 � 0 � j OR CONCRETE BLOM I :
<br />-\,-____E.a CONCRETE ANCHORS - 0. (111110, , I REQUIRED I -_ REQUIRED 13 1W.. 2.47' I- W.
<br />(SEE SCH T WETS a THIRIVaN V) - _J , ,�X U) -4--i
<br />CONCRETE ANCHORS E= ;� n (SCE SCHIVAI ON 4 -4) I I I - - - 7 .%) I CONCRETE ANCHWIS . r__W'RETE IIRS _jL,*_!iiI, (MIN. -1 *QLE VALLEY) - - &I, It *U - � -
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<br />CONCRETE -1 i T ; 11-MI.- sm � I SHM 9) I --n, I=-
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<br />1 ,2 � IL _.L CONCRETE BLOCK , � - I �� \--/ _J -W wq� I R... 1 DA,(&.@ BID ova I' W,1
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<br />__ . 'A. La. : : rAA\ . ! W== WI I OF 1" 56% ! � .
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<br />L-, , I I 1 ED. � I I ! , _ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET I _____J
<br />11 .. .T : i !- I?!- L . - .-i CONCRETE BLOCK ZZI I ""POW CASE 0 �'RLANIII l --a Ir � I ! I __3 i " ! FOR WOOD SEE SECTIONS ON SHM 12 -_ =3
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<br />CONCRETE ANCHORS : � 7 . 1 Z�114 i i �/q 1
<br />C0"CF :, I I CONCRETE BLOCK 1 12' . am:w- � � . REMANIM MRM W��4 & 0 EM=N
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<br />I " t4 C1,11%. OWERLAP -1 *w VAIM
<br />i , , r 7- CL
<br />ON I I I I I
<br />BC:W IMI"NO (R.M. i _!�� M t 1 7/Vt3/32* WIND NUT I M - - I ..
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<br />W" M=IN RUILD am 9 AmNat SHEETS " , -0-2%3/4- SS, 13OLT I � -_ (9
<br />SUalgill I CEIUNQ AMD LOR MOUNTING 111INKON2 Ln OUT MOUNTING sulLn QUI mauilmlla IAN( I I I �1 /. F cu
<br />SCALE 3/e.l* 5w,; 1 2 L 7 r_4". Pma It~ Wme- a , \<-<D / - ' i I ! 0121/2 ". I �
<br />WW wm,o SCALE3 %P& - (3)0 iii � CONORM ANCHORS
<br />. - I 1� ist, SCIBIDULL ON
<br />I 3, OF . DIMING i _"WaonmI i ---= Am"Ri ON i L__tm s%tw ON - 'T� -
<br />r
<br />� 000" No" - ! ; i CONCRETE ANCHORS NECT 11 /4. MAX,
<br />r ----- I— - _ =%Q=t. z � StAGOOM I I 0 (1)
<br />i2 I- D. � _R.NO a NEW I' WOE . VARIES . I E.OL -(Etm DISTANCE � / ISME SCHEDULE i .EET
<br />ME SMON" t THICK ALUW TUBE OR 1* I SEE SCHEDULE ON I -11 11 � SHM 0) f SECTION ".) N a)
<br />is�= .---,,- " ,��_ - Lwww ON I
<br />I . r..). . / T SHEETS �, r-(�D-@ L
<br />%, zll�� - i i EXISTING; STUCCO/ P.T. WOW PLATE SPAM ; "IEWho i OR ____rRftW C= OR
<br />I ONO 'TE REQUIRED SCALE
<br />I --(i) it SHEETS a & a i / ---am W* . I � M
<br />701m,46. I � � I _0) L-9MMMI'm RECLINE,
<br />I I RECORDED "
<br />I �- /I I/ * NEW I" WIDE . VAM - 1/8' i I VAMOM QE SuW= I DIBE(a Mout
<br />I If . ALM TUBE OR I'. YAM i I DIRECT AJQ !#,O" UNTING DIRECT AN UNITING ,alma M
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<br />i I_T_ Avw. NOTE FOR Q36NAMON.aLSEMM _P.T. WOOD PLATE SPACER . ? .1 M F L.
<br />go * 1 7 i elm TRACK i I TOP & BOTTOM MOLINTINGS CAN BE I N INSIALLA]ION
<br />12 Ilr 04. �, d <� . I I QU E ( LAN) IWAL-agm -S-E-CM-317Y
<br />01 W i "It"' I "'IA0110100A, TOP & BOTTOM MOUNDWS CAN BE CONCRETE AND"M I , COMBINED IN ANY WAY 70 SUIT ANY P SECTION 9
<br />! . . . I i INSTALLATION� SCALE 3/16-1- mm,p
<br />MM* I 14 COMBINED IN ANY WAY To SUIT ANY w 1 T 1 ($EE somma ON - .1 .... SCALE 3111-1-
<br />Efk A, tQ-11% I I sHrErs a THROUGH 9) J 1 XkQK C.M. "G1!§0y"* W
<br />1 / INSTALLATON. I r_ A. 114.
<br />-..Jl!> I 4 ............ �, . ... ... ..... =3
<br />�w "N)�t� .......... ,,,X'-',\m � "" I I 6 �L%r _1 V, 2
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<br />I ., - FLORIDA BUILDING CODE (NIgh V*iool!Z qu EXISTING - '-. '..
<br />F 4F . -V,V�.� Cane Zone) �.= - BIVCER wCQTN. C. " ,,,,�6�0_` Woh V*foc* one Zone) -_ -
<br />OCSTNX�N - f ", vict L4,R FLORIDA BUILDING CODE ( calty .� FLORIDA BUILDING CODE fth Velocity HU cone Zone)
<br />1� . I= CONCRETE ;�Hvow To RE .* I I 1. 1 *= IRA= INC. . . . VIM TWHIC01 W_ KP
<br />14 � i *.* 1/2' Ift. CONCRETE BLOCK <
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<br />�E,D` . -W WOOD. - ". I TKO, ry. AR I 1 20 GAGE GALVARM STEEL STORM PANEL
<br />: ; 20 GABE GALVANIZED STEEL STORM PANEL , �.� REQUIRED. laws ~. i 1 20 GAGE GALVANIZED STEEL STORM PANEL 2 .1
<br />kaTmi[T I I = i . I DRAWN W. - � a a.) :1 - . No 44167 '.. I - WAM W, Sam-EX-C&I" ' - . S DIWMN " Z
<br />1--l-= A'\'�, .*z 4. SECTION X-X I*- , I ED. - EDGE DISTANCE Z *;. i -
<br />: * - *
<br />. % . '
<br />- -
<br />— .) - _�A* . * __ �. SCALE 3/11-1- GLOBAL PROTECTIO '4X (SEE SCHEDULE ON ��. ���_ _�___ GLOBAL PROTECTION PRODUCTS. LLC. UAW.
<br />-.
<br />_'... % ,� TATE . ------- GLOBAL IDROTECTION PRODUCTS, M. ' SI.C.. _� I N PRODUill I.I.C. M. TOP A, BOTTOM MK %,*11% 0
<br />.
<br />-I_ �,-. 01,11 4W $4. III STRW am I DET& FOR SUGE UIRED AT TOP OR 1_1__e01% INSTALLATION. i .. 11Z_-_Z?.00 _.... _
<br />CEILING - a&^ "I., ME—C —0,.,-. \ - ' - � 4WD LIN. 51 STREET , IL ECO.... moo Sx SI snw Z
<br />*_i�),. T TEO 11LIEC07 UNT E
<br />/ IL SHEET S) COMBINED IN ANY 1
<br />- _ WAY TO S VT 1
<br />Aflp DOR MOUNT= ,,, �V,v .. r�. � __ ,)-% L, WW F_ 3331 DWIL FL. =14
<br />. _ 2= FW�, * - - a 101011MIX wrr'. P"ON-11 "+)eNB7*A FAR, moon-4m -176
<br />SECTWN-2A , WW_ VL 33314 �� le 11R,",` RIO' k., � : n..
<br />SCALE 3/6-1, - TISV ITF "Oe w4wa-76W fAxI (N.WiI0"? 20-176 M Z"S ADJAC M=am amps 11� 1� gav _1* 14UM ftar,A, Nwx, (.4).. 20-176 , .-Oor" - NO, 1 20
<br />' Aw 7- - I zw_- DRAW N., a. W.1 ;;W-- I P. OWING ft 11 � -.-.-.-.-- mr&0�M101M CORNING ft <
<br />-XIME/0- Ok-000151H) *_ i *_W� W , XR, .,..RE/DATE -!--I - ! n:� �_-_ - -12 _J
<br />, 6 -, WMA-0111 V, IPIL I - FO-9 * 1 - 1�_;z I in .,Y*ff I - I ! i - I - I 9 A mub IVI"i" I I - � I ; ! !!" ! _!!!!!:Zi ='!' .6 01,21111 a-
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