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<br />TILLIT TESTING A ENGINEERING COMPANY
<br />WAT TFR A. TILLrT, JR., P.E. tillcl� l.cOm
<br />YLPY. IIIfin.CO'
<br />R C A. U.-N,I. DW6719
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<br />REPORT III 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUBCATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Gimbal Protection Products
<br />4800 S.W. 51 Street
<br />Davie, Florida33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Wafter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, Method 1D 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 Cate.
<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 DOCUMENL(.P.E.D.I:
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PAIII
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part orl�l� is
<br />Evaluation Report, a�`A``�(a A, Tj(IAAA'Ar�
<br />r?��.....tCENSF/T✓
<br />-� N0. *4167 sr
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 -
<br />PRODUCT EV1AjLUA1ION REPOR-I' NO. 20-072R_QI 2
<br />2.2. TESTNI PORTS:
<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 # 96-669 dated 08/0911996, #96-570 dated 0911811996,
<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 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2000, signed and seated by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2.—S"VCTURAL ENGINEERING CALCULATIONS:
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind bad, 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 1616 of the Florida Building Code. Calculations prepared by TTlteco, Inc.,
<br />dated 11/03/08 and 03/12/15. signed and sealed by Walter A. Tiilit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. WIND LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as 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 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.176,
<br />5. 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. 20-176.
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<br />ANNnI1NINl:
<br />PROD IE°r`'PN :.UATEON REPORT NO. 20.8728.01 3
<br />B. MATERIAL CHARACTERISTIC$AND 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. 20-175.
<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 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 />prepared by Tilteco, 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 shall only be Installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteoo, Inc. (Florida CA-0006719),
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<br />%-��1'Y? ?� -, STATE OF ..� I
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<br />Dd TILTECO ADMON RECORDS i P. E. REPOR'C20 LGLOBAL PROTECTION PRODUCTS, LLC I20 GAGE
<br />GALVANIZED STEEL STORM PANEL\ ORM * M1781 REPORT # 20-0728.01
<br />/I 1 L1 ECO iNc-
<br />TILLR TESTING S ENGINEERING COMPANY
<br />WALTERA. TILLIT JILP.E. nlt wod6ol.comPRODUCT EVALUATION REPORT FELi-No44L67
<br />t,&LLom.N.,)M'I4
<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 Protection Products. LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Waiter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 10 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 />2.1, PRODUCT EVALUATION DOCUMENT (P.E.D.):
<br />Drawing No. 20-175, 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 inteY$AyPItUlMt+f ltK7jff Is
<br />Evaluation Report. K +�+ .,
<br />�`f�i3r3zNi167 ✓I.
<br />9,l
<br />- s=.•.. STATE OF 'r
<br />"I,�X� I F1 OR 10' •-.0�
<br />6355 N.W. 36th Street, Suite 305, MiataL Florida 33166 - Phone: (305) 871-N;&', @tpO, %, di -I
<br />ApNN,NPHIIIH
<br />PRODUC r h7YA1.CATT0N RTYUMT NO. 20-0717.02 2
<br />2.1 TEST 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 03/11/02 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P,E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and seated by Edmundo
<br />Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loading
<br />s 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. OGM-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 CIC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2 3 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 Tiltsoo,
<br />Inc., dated 12/1 8/1 0 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WIND LOADS RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. 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, 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. 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 shall be as indicated on
<br />sheets 3, 6, 13, 14, 15, 18 and 18 of 1 S. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />$. MATERiAAALCHARACTERISTICS AND SPECIFICATIONS'
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No,
<br />20.175.
<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 Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1020.2 of the Florida Building Code,
<br />7.3_ Product shall only be Installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteoo, Inc. (Florida CA-0006719).
<br />WAT)LL
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<br />2MERAL NOTES: e3) INCASE T1AT PRECAST STOE, oR PREUSi CONCRETE PAE 5, S1UCW oR woW BOARDS of FOUND ON HE COMPONENTS FOR REGULAR dt LIFE SAFETY STORM PANELS
<br />SCALE 1/2-I� 1/4, 2/4, 3/4. 4/4, 5/5, 7/5,
<br />naen a1Y m aABE Llhl s !I 9WIIB.9] EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE REND® SUCH PANELS. IW/10. 2W/10, 3W/10, 4W/10, 6/5
<br />1 STORY PANEL SHOWN ON . PRODUCT EVALUATION DOCUMENT (P1O.) HAS BEEN VERIFIED FOR COWLANCE IN ANCHORAGE SHALL BE AS MENTIONED IN BA) AND N EL2). _.. - 15.1"- (TOTAL WIDTH) ---- - --- ---- -- - - - - -_ .- _. __ - - __ 15.1 N- (TOTAL Wor"H-.-_._---____ 5W/10. GW/11 A 7W/11
<br />ACCORDANCE WITH THE 7020 (FIN EDITION) OF THE FLORIDA WILDING CODE (C) TO EXISTING !MN- SPECF,O [ a,ATY r- - 0.55 MM •: 12.500" (EFFECTIVE MOTH)_ __-..- .
<br />- 1/4: TAPCON ANCHORS. AS MANUFACTURED BY ITW'. SUR.DEX, INC. _ __ __.- _ - _.- -. - _.__. __ .. _ Y MIAX ANCHORS: FOR CONCRETE SFE SCHEDULE ON MEETS 6 d 9_ 3" IAA_
<br />T. - .\ , I`- .__._"___...6.230'_-.__ ___.---- -1' NMI.'...__. __..- FOR WOW SEE SECTIONS ON SHEETS 10 d 11 -I' WIN.
<br />-
<br />FOR WIND LOADS SFMLL BE OETERMNED AS PER SECTION 16200E THE ABOVE MENTIONED CODE, /H4-t0 PANELAAIE FEMALE O AND PANELYATE PLUS ANCHORS. AS MANUFACTURED BY ELCO WNSTRl1CT10N PRODUCTS _ / ' _ -- _ - _ -',.
<br />FORA WID SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS 'RILL BE INSTALLED AND y - I • .•\,5W \30O•
<br />FOR A DMIECTIONAJ(Y FACTOR Kd-0.65. USING ASCE 7-10 AND SNMLL NOT EXCEED THE MAXIMUM (ASD.) _ 7 18'e 3 8" WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW. BOLT d SPECIALTY CO ' 3• -7 - 1.�(1. Y� '.... 1.330`--•. .'\. 0.078` Lw1 iNClt -1 35p -�!� 6 O - O 6
<br />t/.: LAG SCREWS PER N.D.S. 3S0'
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 1M61 12. 14, 19, 15, 19 d 20 - / / , _ _ _ _ C-:-
<br />N ORDER 10 VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WMD LOADS DETERYMFD PER ASCE 7 ,6 i• ' I r J{ i - A-8S7 GALVANIZED STEEL ) i 11 ^ D. M., O. O. i�+® i -i _T__7--T- 7-7- r-`r--r . r' --r -r--` - - --1- ___1_ , -I I '-, , I _. _ _ T i
<br />C.1) MNWUM TiWFJDED PENETRATION INTO WOOD OF TAPCON ANCH10115 SHALL SE 1 f/2' AND 7' FOR ELCO PANFIMA7E PLUS y\y,
<br />SHALL BE FIST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEY By 0.6 IN ORDER TO AND PANELYKE FEMALE O. �, 0.038' YN. I/NCHI HEIIIIED,r ,- GRADE 50 yy�-y' *O_ - T
<br />COMPARE YHE5E W/ MAX. (ASO) DESIGN PRESSURE RATINGS NOICATED ON SHEETS 7 TRRU 12. 14. 15. 16. 19 a 20. /i 1 - � 2.657• 0.036. ZFD STEEL EDGE / 1 -4 2B57' C-So OAIV. EWW \ / 4 ' i
<br />C.2) YMSMIIM THREADED PENETRATION OF NAG SCREW. INTO ME WOW FRAME UNIT SHALL I I/2'. NO iNMEAO® 2.000• .2 D'!• / ,EMmm TYP. A57Y A-9j3 \ T - 2.000- _Z4,-, , �' \•% ®'
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS PE.D. AS TESTED WERE HOT OVER STRESSED, A 332 INCREASE IN ALLOWABLE PENETRATION MITO STUCCO SHALL SE CONSIDERED AS PART OF THE RECURRED THRFA= PENETRATION. _. EDGE GRADE 50 IwYrl CRAM A_S ORAL Al� I I
<br />STRESS FOR WIND LOADS WAS fla USED N TER ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERIAWD IN 0-10 GALV. �' ACCORDANCE WITH N.D.S. 2018. C.3) MNIUM EDGE DISTANCE OF LAC SCREWS. INTO WOW 94ALL BE AS IN01CAlED IN THIS DRAWING L '� ♦ �'B�_ _ _ *60 � ! A
<br />1 L
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<br />STORM PANEL'S ADEO{AA.Y FOR WP/CT AND WIND RES,STANCE HNLS BEER VERFiED N ACCORDANCE WIfHH SECTION 1628 OF _.. ____ _ _ _ _ _. _ 7 LL� , ) I __-.. I - 1.- I ' 1 _. - _. LTHE ABOVE MENTIONED CODE AS PER HURRICAE ENCI EERMG d TESTING INC. REPORTS 96-559. 96-570 d 96-730 AND C.4) MMIUM PENETRATION OF WOOD BUSHING SHALL BE 5/8'1/4' .-20 SCREWS USED SHALL BE 1 1/2' LONG 1MRIIVM 1.350• I.3So`-t.]SO- 'A.- I __ �� - _
<br />FENESTRATION TES1It1C. LAB. INC., REPORTS /2032 r /2126 AS PROTOCOLS TAS-20,, TAS-202 ANO TAS-203 SHOULD STUCCO EXIST, AND 1• MHNHIUTA FOR WALLS WITH Nb SfUCOQ. - _. _.._-$.250' -
<br />AS WELL AS AMEREAN TEST NAB OF SOUTH FLORIDA. REPORT /02/8.01-09, AS PER TAS 201, TAS 202 AND .. -_. _ - _
<br />TAS WELL
<br />AS AMERD5. C 5) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTNO ® STORM PANEL © END STORY PANEL �- - T - 1 T I I 1--- 1 T i �`;� •• i
<br />2. ALL ALUMINUM EXTRUSIONS TO BE 6053-T6 ALLOY Rib 11]HPfR. UNLESS OTHERWISE NOTED). SEE SHEET 2. WALL ANCHORS SHALL SE LAND ENOUGH TO REACH THE YARN 57RUCRME BENMD SUCH PANELS. 2. 167'-- _- {i } 1-1 -Ool
<br />f ) ANCHORAGE SHALL BE AS IIENTONED IN CA). C.2) A C.4) i 1'-.,_ So- ( _ __ �_1.-_ { � Y' { T� �-_..i ..-� �'I- � -�i` v C
<br />3 ALL ALUNUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 A10'Y. E _ _ .____....... I}I I I �I���� ^, - • (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER .250' � - 2.157"� - I ' I I ( _ _ _ -� _ _ _ _ _ 1 � `
<br />4 N1 STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASTM A-653 GRADE SO WNMVY, G-60 PAAEIS £AD LR'• .1W' R O , - 750'N e 10 ANbIE a 1 ((SEE SECTIONS AS • �. I I BOLTED PANELS W/i - 1/N-20.1' I , 1� O
<br />N .125' _ 1 4Y 2a. /4 *-30. .125'
<br />GALVANIZED STEEL DESIONAMIN W/FY- 58 5 ,m (AFTER ROLLED). 8. PANELS MAY ALSO EE INSTALLED HORIZONTALLY FOLLOWING NSTNIAIKN DETAILS SHOWN ON SECTION 3 THROUGH 10 (SERIES • W/ wAewv EDGE, 1 .1 W t.250• '�� - _ 1.125' SNAES ]01 � -• ,.750•�- (UNBOLTED PANELS 1
<br />THROUGH 6) EXCEPT THAT /RADERS M A ® SHALL NOT BE LIED. 1 - 5.8. STUD RATED
<br />9. R SHALL BE THE RES'ONSBafTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF TE STRUCTURE WERE SHUTTER IS TO BE - iJ` 2 /2• aC I . ( ) _,�
<br />5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AG SU03 OR CORROSION RESISTANT COATED CARD04 STEEL AS PER _ ��' I R a ' I �( 112 1� Q � I , APPLICABLE) I I WISE IONS A5/App(1CABIlE3/72• NGNVTS 0 EA, OVERLAP C,,.� ) `�`a'�
<br />ON 5001E W/ 50 "I YIELD STRENGTH AND 90 Fa TENSILE STRENCiH a SHALL COMPLY W/ FLORIDA BUILDING CODE ATTACHED TO 04StME PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOW FRAME ,I �0D8• .100 .1 I _ I _.( �.. L '. I I j-._.L.�- 1 .:J_EE i 1 ICAB i Q f �,
<br />3.375' 1.500" I 1.SDD' I- ,.L_ ,-- _._-1_._
<br />SECTION 2at,.J.3.4. .093' .W3' 2.125' 2.OW' _ _._ _ 1. Y _.� T.__ ' __FI ___r...BUI.OI+GS. `6. BOL15 TO SE ASTM A -SOT f.ALVAwZEp STEEL. OR NISI 304 SERIES STANN_ESS STEEL WITH 36 Mai MNNUN MELD \ ^ STRENCTN. 10. EACH REGULAR STONI PMEL WTHH LENGTHS OVER 6'-8 TH.HOUOI 12'-4', AS PER SECTION$ B, 8. 9 d 10 AND A.TERNATNES BW."D.250" 2.125' .09Y1 OCTMI 1 123•i L.12S_ . ORAL t _. _ 1 /�; SHALL HAVE A LEGIBLE AND
<br />Y VISIBLE
<br />NG NSYINUCTAK; OWNER OR
<br />(A) TO T:O BE A POURED CONCRETE 1 t TIE IIDED 9fTTHE C RISDICTIN WHET SE PERMIT ISYN�S�{UTM7ER COYPONEM EDCR E�LW49CN REAWk IN WNTINOUS CONVCT MTM �� 1 =�. _�51 .�' 775•' .. ..5' Yaa.- _ -) 1 �...._ .939'9JB' I StI I .. iIi1LI �1I.,
<br />: I 1 - i - 1 - EI I � t" lJ-
<br />] ANCHORS 70 WALL SHALL SE A5 FOLLOWS 1�, • - - ,/ L. 1125' 9
<br />ION
<br />S TO
<br />.16
<br />I I-
<br />- 1/4 A TAPCON ANCHORS AS MANUFACTURED BY IT.W. SLIT It. INC. (Min. Fc-3192 P.*,L) TE BUILDING TO PREVENT WIND/RAN IN1R11510N. (� ftel d '3r _ ` I I `-;
<br />ISOMETRIC VIEW DETAIL A L- SC I.-_.2.000'
<br />- I/.-.. 7/8- CALd-IN ANCHORS. AS MANUFACTURED BY DEWALT 1Nc (MIN. r'c.30pp P..i) (� 20W - - i ' 1 (.`• - -.
<br />t /4•• . J/4• SOLID -SET ANCHORS, AS DISTRIBUTED ♦A ALL FONT ScaEw, BOLT a SPECIALTY CO. 12 STORM PANEL INSTALLATION SHALL COLDLY WITH SPECS NpCATED N THIS DRAWING PLUS ANY BUILDING AND ZONNG REGULATIONS ROUNDED CORNER a ENDS OF PANEL'S fL9L pA D.M..®.®, 0.+� - -- --- 0 - --, '1-i -- --+---� O -- -- �O - - --1 -- .� - wi I O C_ V \r'
<br />PROVIDED BY THE JURISDICTION WHERE PERMIT 6 APPLIED 70 ) O O • ^ ' 1 r - 1) 1!
<br />(14-.. rc-MOOD PTE F END Lw w( T.S) EDGE. O "he HEADER ( 'U' HEADER © ANGLE © ANGLE WITH STUD ® (CAp71 -.
<br />/14-10 33aO pE FEMALE D a PANELWTE PLUS ANCHORS. AS MAAIFALTURED BY ELCO CONSTRUCTION PRODUCTS 13. (a) THIS PRODUCT EVALW7ION DOCUMENT (PLED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROACE INFORWATON (N.T.S 4 + 6 4 6 F
<br />(YIN. Fc-SSSo RP A FOR A SITE SPECF,C PROJECT. L•. WNERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. REVERSE STUD _ 3. MAX _ 1/4, 2/4. 3/4, 4/4, 5/5. 7/5, 3. la •._.. � ,+:r .
<br />- 1/4: Cf TAP-GRW A/NCMORS, AS MANUFACTURED BY TRU-FAST cORPORATON (1'c-SSW PaI.L) ( � VANES - IIJ
<br />SEE DET. iW/10, 2W/10. 3W/10, 4W/10. _ _
<br />(6) BASED CONTRACTOR T TO SE REPROVIDED FOR THE ES NOT N.D MATE MO AND NONDIIONS ETILED LIFE SMOG E THIS PRODUCT 6/5
<br />A.1) MINIMUM EYBEDMENI OF TAPCON ANCHORS INFO POURED CONCRETE SMALL BE , 3/4': 2• FOR PAIELIA7E FEMAE RASED W THIS PE.D. PROVIDED I/l4 i 2/f♦ 374 - t-
<br />NE//STE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON iNNS DOCUMENT E---) a. .374' -,. .., SW/10, BW/11 d( 7W/11 fJ . ,� ..
<br />IO AND PANEMALTE PLUS AND 1 1/4• FOR CF TAP -GRIP ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY I. -. (}BOP -�F PAAEL IW tY 1 _
<br />( _ ( Z-4
<br />_ -1.-- _..5._1.) 1/4Y-20 304 SERRS ANCHORS: FOR CONCRE(T SEE SC4IEWLE ON SHEETS B d 9.___. _ ��STOP. TOP fDCE ' ON• 7.- J10"A2) CAUL -IN a SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE POURED CONCRETE. NO EMBEIRAEM INTO (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONISIDERED MNAUD IF MODnM -__ 1. f-T70'.656" 1-'1 •'9.5. ShA RNETED TO _-.___-_.....-Frill WOOD SEE sicnoNs ON SHEETS 10 d 1T f. � M(- I (STUCCO9(ALL BE PERMTT® t 4' w- 1.4071.N3' 375• .3N R i.... 8M' ANGLE a 12 1/2' OC. �� 1�/ 20 SCREWS USED SHALL BE 1 1/2' LONG MNI MUM SHOULD STUCCO MST, 625'-NO 1' MINIMUM FOR WALLS WITH NO STUCCO. AID MAY SE HEADED SCRM OR ALL MRFADED SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED Bf A FLOIDA REGISTERED ENGIEER OR ARCHITECT WHICH WILL BECOME THE _._..Jf- - i671' 1 .)1.67,• \ H v✓ -.QBUT WTHH WING NUNS. ENGINEER OF RECORD (E.O.R.) FOR ME PROJECT AND WHIO WILL RE RESPONSIBLE FOR THE L. ( -3N• \ -
<br />. - .O87' : 1.343' I.09 1.500'
<br />- . > Q
<br />oROPER USE OF THE P.EO. ENGINEER a RECORD. ACTING AS A DELEGATED flNGMEpN TO THE 5/tYA A _ )3, ).1.015• 750' REGULAR STORM PANELS ELEVATION y ,A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOW BOARDS BE FOUND ON THE .E.O ENGINEER, SHALL SIIBIITT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, 311A - _ i (__.1 -- - .11. L... 1 I liffill1 a
<br />EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SLKH MOT PANEL OVERLAP I 1.9 .OM' N O64` _ _. _... - H.T.S. �'�'
<br />PANELS ANCHORAGE SHALL RE AS MENTIONED IN Al) AND W A2). (e) THIS PTO SHALL SEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL 2.OW � ; M
<br />ENGINEER DA RECORD THAT PREPARED IT. .625: '-(IYP.)
<br />7.000- 0 NEY HOLE WASHER v T
<br />(8) IO FXISTAIG GONG= _ DOCK wN� /y_ C-90: 14. SHUTTER MAll1FACNRER'S LABEL SALT BE LOCATED ON A READILY VISIBLE LOCATION AT 5TI7R11 " " 1/4' Y„a. GAP
<br />- 1/s / rAPCO1 ANCHORS As MANUFACTURED BY T w B I Do . INC -LOST' © 'F' TRACK ANGLE ® 3/e F' TRACK ® FLAT PLATED �� i 1 t . 7' �
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE tABa 2.8T' )...
<br />1/4• R . 7/8' CAN-N ANCHORS, AS MANUFACTURED BY DEWALT INC (MIN. M•c-15W ,,.!) SHALL BE PLACED FOR EVERY OPENING- LABELING TO COMPLY WITH SECTION 170992 OF THE O.Dm- (YIN) _-.094• HMISMD (ITN. O.E.XAP -1 Wrg1E VALLM C - r.- C
<br />I/4's X ]/4" SOUO-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT d SPECIALTY CO. FLORIDA BUALDNG CODE GALVANIZED STEEL y344.1 NAI -- --.- 4
<br />(MN, Fc-LBW D a i.) THUS DRAWING 514LLL ONLY BE USED 7D ,s LDrti &::�13'0
<br />_- 1 a
<br />��.(�R TdL(/l Ct3 O Q
<br />- /11 t0 PANCI.MATE FEMAE D AND PANELMAIE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION I V.•••••••••••,, ✓Q
<br />PRODUCTS (MN 1'c-2071 P..U.) "WAVfil1 OBTAIN PERMITS N 71E STATE OF fLLVO/A (.. N3• 3P: v,CENS�.''•;S 1 ..F.�
<br />< ()
<br />I /4- / OF TAP-CPoP ANCHORS. AS MANUFACTURED D' NU -FAST CORPORATION . �t;A A. TI[ .375•* .675: - = 1/4• A111 ,. t-' i... V
<br />t -- " 4l FLORIDAtJUftDiNG CODE(High Vebc) N. an* zone , -- L. z T : Np. 44167 MAX.G" DER p:...., , s 0- W
<br />0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PANELMAIES AND OF TM -GRIP ANCHOR. INTO THE �D3". - S •T* > y
<br />BLOCK UN" %ALL BE 1 1/4•. - ... o MTM M Fr. .__ _- 1 f E * i. * FLORIDA BUILDING CODE (High h VNoeI Hurricane Zone yY. EN • � FLORIDA BUILDING CODE (High VelocityNu one Zone
<br />20 GAGE GALVANIZED STEEL STORM PANEL 11P. eOTiOM �`45 �•
<br />8.2) CALX-N a SOLID -SET ANCHORS SWILL BE EMBEDDED 7/8• INTO THE CONCRETE BLOCK UNIT NO - NO. 4 167 z ow.+ IR - .063- ,,,,' NICKEL -f(1DE TF PANEL = STATE O •� .Nero nUTHO, INC FA 2 oA3/ RIB'S. W. Fl.
<br />n L�AMIwIAcE ! MA NwN er a . N 44167 DRAWN M:
<br />1 i 23_ - PLATED wuNc NOT - 11 � 20 GAGE GALVANIZED STEEL 510RM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL
<br />INTO STUCCO SHALL BE PERMITTED. 1/4• 0-20 SCREWS USED SHALL RE I 1/2- LONG MAXMUM SHOUI�OCCO --' °l° ._ 1 _IBIS" X. [O .• �a `- n '* s:
<br />EXIST, MO I• MINIMUM FOR WALLS WITH NO STUCCO. _ `.•=JGLOBAL PROTECTION PRODUCTS, LLC. y,n;--...2.oW._ - KEY HOLE -1
<br />= STA ' IL E C O tee ® F' _� a Dn9nM6 SECTION A -Az * : '1ST i D/M/9Ms
<br />.� . OF ; F- .®Paw I, mEn �. AT PANEL S % -� GLOBAL PROTECTION PRODUCTS, U.C.OA[ GLOBAL PROTTECTKIN PRODUCTS. LTC. Sat:
<br />�O4`."I P r-V-Le7 IA_____I` RO"!IW)OWIE. _13AN (W)eM-DI> 20-)76 w w -T �`'"AA 11 IL ECOENe. N.T.S. ATEi IL ECOINC.
<br />-I.
<br />(• OR D ...: i+ao`..P-,R• NRR .H_.M, ® 2 X7. X1/4' u,�� e� .Sa61<W. 51 sNxT '�3'•., • MO!, 5, 31
<br />h S•''••. .�,- PAWMC- ALTERNTNELY, USE WHO NIT W/OUT d"% y- , li(% r N:a U' AW n. w,4 20-f 76 ", O ORl`i .'• -� r OWN. n. 333,4
<br />yw, N/DNA E N4 OIL : a'A TO 12 P.E w P-.a '�� ALUMINUM ANGLE Ma4amIC wLV ER w/ Aogt Owl / ar w_ .Z WIwA Am K b,Y Na c (IuAM-15Ri, /W: (wi4MM- N7 9 .0 P. MR, i - MA - IN�a R - n aG (M4„ WI OAe, r- (.)Mw-Rn] 20-176
<br />Ir.,Lan O,-aa. ..faQ ,N-,w, 4.1,�AC •••• „--DAM .H_„a.N.,taO T-,4q
<br />01110, r 1wrL7 I W 2s - 7/6:J,3Y IW,Y+6A (siAMUFY A G-6006)19 wPAw AH �i/ KY -yp.,sS A N Fw-0M6I11/ �rlw s.a M,wWG Ic
<br />STUD. OR NICKEL PLATED S,TSL). AL WAIVORANWI OE WATER A RAF L. P.E. ,T- - MER 2 "N
<br />TI d'W wKTLR A NUR a.. P.L O.r- - i4T 3 N M
<br />INSTALLATION
<br />INTO EXISTING POURED
<br />DETAILS
<br />FOR REGULAR PANELSQ
<br />CONCRETE OR CONCRETE
<br />dt a
<br />BLOCK STRUCTURES COHorm moon
<br />(SEE solam" ON
<br />CONCRETE ANCHORS
<br />ME,S a TWAG. 9)
<br />CDIIOE7E ANCHORS
<br />(� SCIeDIeL OH
<br />SH[E73 a TNIOIw
<br />CONCRETE ANfSHOq `h
<br />/�
<br />(NE srA,muE IIN�
<br />(SEE saEaAE ON
<br />WNICRETE \ \ �v
<br />fT[ETS a THROUGH f) \\
<br />1 \
<br />IXIS1wO POURED -SHEETS
<br />colEu?e mEowNt\�`,,
<br />a TNIROUGH N
<br />Hw.A 1J.'Ts s
<br />\ ,/2_. 1• `n* _--i N
<br />is
<br />(�
<br />%y
<br />J1/4.
<br />y
<br />f{�' �7
<br />••a n (E_= i ns
<br />_RAG _
<br />POLAND �.
<br />CONCRETE IEA.
<br />1.1 I
<br />i
<br />1-
<br />---1 ;
<br />;
<br />DAL
<br />e
<br />�.�
<br />• __1 ,'EXISTING
<br />S E.D. //��ri"..,
<br />W
<br />rw
<br />_,.
<br />2
<br />E105TNDPOURED
<br />COHCIETE REQUIRED
<br />11
<br />I
<br />i
<br />-NI
<br />\\
<br />5 .A\ ' ::.fit //
<br />1
<br />a
<br />I
<br />1
<br />1
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<br />Ot bat 1 Po r
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<br />1
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<br />1 1
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<br />1 1
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<br />1 1
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<br />1
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<br />12 ,n' ac.
<br />EO ��
<br />r rw ,{-=
<br />POURED_ ED. 1 ��
<br />i
<br />CONCRIVOLRETE 'i
<br />CCONCRETE ONCRETE
<br />.1
<br />f I - I
<br />EI0STMK3 POIRRfQ.. I
<br />EwsTIMc ,
<br />)
<br />�. 1
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<br />BLOCK
<br />I
<br />� mole
<br />i R
<br />_ .._
<br />COI BLOCK
<br />- CONCREQUIREED. ----"�
<br />', 1;t�i.,
<br />H2 tn' O.c
<br />r
<br />CONCRETE BLOCK
<br />CONCRETE
<br />.r J939
<br />I !1 iPOlRE11 '}�
<br />:-t• MST.
<br />1• Nil.
<br />(.
<br />- --.
<br />CONCRETE -13/1 �`
<br />REQUIRED.
<br />SGIi1 to
<br />'t'O11'a
<br />1 Y SOTS
<br />MMMMM`YYYY111fff� .. 7
<br />wNOETE AICIOIlS
<br />STAB W/ 91UD
<br />14
<br />fr•. M 7 c-A
<br />O
<br />00MC AN15g16
<br />(SIX SOCKIE ON - .0.
<br />g011ClETE ANGgR%
<br />(WEE sOCKU ON \.: -
<br />a n� COKOEIE +'EILt•gR5 �/�f
<br />(SNE SdFaAE ON- I - WS. i as
<br />S ON
<br />:Nail$ 6 DWALCI 9)
<br />wean a Twouc..)
<br />SR= a THRoaN 9)
<br />wSEE
<br />a TNBouCN ej
<br />SCALE 3/9-1•
<br />WAE 3/8-1-
<br />SCALE 3/6-1"
<br />SCALE 3/6-1-
<br />I -t_ - -
<br />-
<br />) 1
<br />' 1
<br />EO. - EDGE DISTANCE
<br />- I 1
<br />(SEE SCHEDULE ON
<br />SHEETS B d B)
<br />am s'M'OIII
<br />1 m HWAM I
<br />a
<br />I
<br />1 i. - - ,RP e
<br />[!
<br />j
<br />_
<br />t�rE FOR NATION OF SECTIONS:
<br />I i 12 t/tpo e
<br />G"c
<br />i
<br />r y
<br />AtN11A
<br />TOP d eOTTON MOUNTRNGS CAN BE
<br />I I
<br />1
<br />14
<br />r/jho"
<br />,,1a ,, A) T/�""r''�,(y
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION
<br />7II7 .p
<br />\ ' 1,J? } I .. is .\ •
<br />�P:',...."
<br />2 V Sfc•''•.�
<br />EXISTING POURED.
<br />=
<br />FLORIDA WILDING CODE HI h VelocityHurricane
<br />Zone
<br />CONCRETE 3/4W _ E.O � \_
<br />REO -
<br />1 * .. * 7 i
<br />oww tsxEoa W. 20 GAGE GALVANIZED STEEL STORM PANEL
<br />� IN„
<br />�Ha,r
<br />M as
<br />*
<br />z's WE
<br />Te10"oH� e) 0
<br />&... �
<br />ORID " `
<br />CABAL PROTECTION PRODUCTS. U.C.
<br />I�E C O tl6e.
<br />01
<br />am -
<br />CEILING 10,-
<br />•YAM SS -
<br />4M0.W. x e wET
<br />a COWANY WAS, M =14
<br />' / NAL t'•
<br />PR, - wAM L K Awe. al6N[: (9U)NO-Z"S. FAX: ty6•JiM-BIT
<br />a6
<br />20-176
<br />SALE 3/6.-1•
<br />I11.
<br />-`,'„ n:_ ,a.. a TWO m-,m
<br />G-ODM7,9 Aw
<br />ORMRIYO M0'
<br />L IIAt,MS
<br />- _
<br />NALTEA A Riff J. PL K,FW Ma[R 4 Y M
<br />MAIM N1
<br />INSTALLATION DETAILS FOR REGULAR PANELSn1 A (1A END CLOSURES DETJWS FiOR INSTAUARI N IN POURED CONCRETE•
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCRETE BLOCK OR WOOD
<br />Iw DR .AELWTE rEMAE �. Iw�+ �te/A,A4A•-wu,y/y;• VALID FOR RECALL a UEE SAFETY AND E-Z FANG STORM PANEL 2 5TEM
<br />R Plus oR R TM_GOP(SEE SCHIMULL ON ., as - -
<br />11 9FE SOCOLE ON 3"M e a 9) Y 0.0. 1• ME -
<br />SHEETS 8 THROCIGH 9)
<br />,,
<br />Nr(
<br />( ''`^^``` 49.E--__I ,F�I
<br />WI'!7
<br />1 I E V- I 4An �_
<br />IEOIeE0. I LMN 1 - Zl-A�j'
<br />I i `ED I 0-
<br />1 I �. 1 p ,I
<br />r I 1
<br />�.i.:N., ��1EXISTING 1 t'i As."'i,i. Y1W e<N o ,'I
<br />• a�'I
<br />WMCRCTE 1 1 art. W. - -
<br />1 Q CONCRETE BLWK I I (1 E P'-
<br />I 1 �1f Y -
<br />I REQUIRED. 1 S
<br />f• . 4
<br />1 1 ( 1 CASE A (PLAN) T' +� r.•TN-- • : s*.w .uP.
<br />', •. -1• • ba ua wet
<br />1 I � SCREE / a Awo-n
<br />( 1 4ti- I- Y. i i yy CASE B (PLu+)
<br />I 1 HANT a a IN I IT 2 ,/Y Sf.YL 3/t6-1'
<br />C'
<br />,11As _ ' tit"�c,OH i I 1 ; V. -. . tr I t Z r . r , AaT' aa, «-,. p
<br />1 GA M,EP R. I Y w°aa°L°°, d• ARM: - > aT. I " N
<br />..
<br />j-1Y11 v GIANT ; � ,a tt' I.•s (D-0 .. T
<br />a s°w �s I � 1 j9,
<br />;7{ ,
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<br />I r i(, I ,;
<br />M- Nw- �� .awm XI,�nM, .
<br />EXISTING POURED E.O. I 1 AewWMWe
<br />CONCRETE ON (/�'Nr�NY A+♦�E C PLANT
<br />CONCRETEwOST
<br />I IX6E9NG POURED C.D. I 7fGML�(�1• CASE D (PL�Ni
<br />-
<br />.11
<br />I CONCRETE OR _. _ J 9CXE 3//s-,•
<br />CONCRETE
<br />I 1 REQUIRED. BLOCK I 1/2- _-16Nva�±,9nQt�A7•—4a.ee4 < iiiRiR RI
<br />�-' T _may/IM- M ♦ /' 1
<br />�: ,wppMpk "W iAHY- ¢'At. a. 1
<br />�7•E
<br />iL II 21_RX./�-
<br />CONCRETE ANCMM O Io,.,w I.— 11,
<br />PULS OR OF TAP -COP -__ 4
<br />ES ON (M SCNtDJLE 0.
<br />so) 0.A
<br />SHEETS 6 aSM sHECHs a n1aOAR1 9)
<br />m I� 'IOA®
<br />��"'
<br />WALE 3/8-I- SCALE 3/a-,• anwenaLMw011O410An_ aG�-. iI•/ wwrt4
<br />NA RM.01 n.M. "
<br />EDGE OF • NEW 1 • WIDE . LWRILS . 1/e• E.O. - EDGE DISTANCE 01°' w ws "
<br />- - OPENMwcIX'S" NEW IC I
<br />- 0-0
<br />ALUM. TUBE 1' - (SEE SCHEDULE ON I "ISF (PL.AN)
<br />_ _ COST" STUCCO/ P.T. WOOD PLATE SPIER ,t SHEETS 6 d 9) - SGtlF 3/iMl'
<br />_ .WOOD BAND ' O
<br />' , e NEW 1' WIDE . VARES . 1/8' �, 1
<br />__ NUN. TUBE OR I' VARIES I NONE FOR COMBINATION OF SECTIONS:
<br />N A , avow P.T.T� PLATE SPACER . • I TOP d BOTTOM MOUNTINGS CAN BE
<br />4 rnrrxT[ ANCHORS I COMBINED IN ANY WAY TO SUIT ANY CASE E (PLAN)
<br />1!
<br />`/
<br />_ ,�
<br />.' (BEE YNEDA[ w I INSTALLATION. SriM.E 3/18-V
<br />SMEIS ■ na :.1 " I * ACK cone.
<br />]
<br />, I + Ea A. Tl[l%Aw111
<br />L a
<br />•'• f •.''
<br />EXISTING IHO/RED :y M. _ UDMIH W r 31�' ... FLORIDA BUILDING CODE (Nigh Velocity Nu can* Zone
<br />.-mMIX 9 4DMU[ ---- ,wL VAao, M M eE
<br />s fr a . t 1/2• Mn. CONCRETE BLOCK ` 1NYN M a%xRGw T,•*, ''. WJ030 Rl¢a I.0 la_
<br />a Ben e A O 3' Ma.. BEQURED. ` 'I MOO,, Hewn. _ 44167 '. 20 GAGE GALVANIZED STEEL STORM PANEL MAIM W
<br />1
<br />X6 SECTION X-X - * * '"- j-* -'�
<br />3
<br />GLOBAL PROTECTION PRODUCTS. U.C.IT/34/=U scaE 3/a-r = TE f)� r - r IL E��. om
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<br />DETAIL FOR SPACERS REQUIRED AT TOP OR .".W. 6, BOW 20-176
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