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<br />PRODUCT U,AL_)ATION REPOR'I;.M(l20 7 M 01 2
<br />PRO UCE YALVATEON REPowr NO. 2p4rns.01 3
<br />TI L1 ECO INc.
<br />TiLLiT TESTING & ENGINEERING COMPANY
<br />2.2. TEST REPORTS:
<br />B. MATERIAL CHARACTERISTICS AND.SPECIFICATIONS:
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />AT TR A. TT w R LLrf, IR, r6. Gtte�6oJ.CQm
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<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />FL CAUIJ.-W`DG1yT Y
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09118/1996,
<br />26, of Product Evaluation Document (RE.D.), drawing No. 20-176.
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09/20/1996, 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 />7. LIMITATIONS AND CONDITIONS OF USE,•
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shalt be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by C IC Metallurgical, Inc., dated March 13. 2009,
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P. E.D.), drawing No. 20-1T6
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., RE.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1620.2 of the Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind bad, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Gldlal Protection Products LLC.
<br />length based on rational and comparative analysis, and In accordance with
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />section 1616 of the Florida Building Code. Calculations prepared by Tiheco, Inc.,
<br />wood frame structures.
<br />4800 S.W. 51 Street
<br />dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />Davie, Flonda33314
<br />1- PURPOSE OF EVALUATION:
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />This is a Product Evaluation Report issued by Waller A. TNllt, Jr., P.E. (System
<br />Large missile impact under section 1B28 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of TilteGo, Inc. (Florida CA-0006719),
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />rr
<br />81G20-3, Method 1p of the Florida Department of Business and
<br />Professional Ragulation.
<br />4. V�IND LOADS RESISTANCE:
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<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />y>... �CENS'r�? ,
<br />This product is being issued an Evaluation Report as described herein, and has
<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 />r `-`T 3 �- g4167 _
<br />e- i"�--
<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 />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />-- - r= - ;i #. __�'�• : * F
<br />� 1- I ' I - 01-, STATE OF cc
<br />at least equivalent to that required by the Code.
<br />14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No.20.176,
<br />"
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<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />'4pFI �ONl"',L N•�`
<br />a Building Code change that may affect Its limitations and conditions
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />DA( TLTECO ADMON RECORDS 1 P. E. REPORT. 201 GLOBAL PROTECTION PRODUCTS, LLC i 20 GAGE
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.):
<br />(P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANED DR140 err 20•T 761 REPORT 020-0728.01
<br />Dewing No. 20-176, titled Y20 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part�R,i,Jpls
<br />Ao0WOU Rr�gIA
<br />Evaluation Report, A. T14! ,
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - P97G / nt$
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<br />TILLIT TESTING & ENGINEERING COMPANY
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<br />WALTERA. TILLIT, IR, P.E. tiiteoD�r WI.COM
<br />PRODUCT EVALUATION REPORT M.P.r. tir•u Vo 44167
<br />FLI:.A. L,mnte Na. J116714
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global 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 Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />611120-3, 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 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 EVALUA71ON DOCUMENT (P.E.D,1:
<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 07127/2020. This drawing is an inteR(,N1,tp Mlir)jtls
<br />Evaluation Report. ;aA`'. t . kj"""'
<br />$? yJGENSF :'9
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<br />/ s ,p I STATE OF , •46 -
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1WI 63 %'80`1-1531
<br />6rflyr11111 HIN'
<br />PRODUCT liV r. -AT1oN RW.PORT NO. 0-0727.02 2
<br />2.2- 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. Mahner, P.E., Boriz 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 />loadingsProtocols per 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 November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile lest report No. 9CM-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 OC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2-3 87RUCTURAL 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 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A Tlllit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 1809.1.2 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 />PRODLTCr EV.tT,UATIAN RF„PORT NO. 20-0727.02 3
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum separation to glass shalt be as indicated on
<br />sheets 3, 6, 13, 14, 16, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />6.. MATERIAL CHARACTERISTICS 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 />20.1 T5.
<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. Tilllt, 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 Waiter A. T61lt, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
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<br />D:ATIL ECO ADMON RECORDS 1 P. E. REPORT.20I, GLQbAL Pliof4 QN Pj(,60UCTS: L PAGE
<br />GALVANIZED STEEL STORM PANELIDRWG#20-1751 REPORT#20-0727.f�VV,(•••..r'GORtOP '"``E`��44����
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<br />r�����L••pp���� �MrA•R•�� COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS 1/4. 2/4, 3/4. 4/4, 5/5, 7/5,
<br />Iola Itlil! SiIL NMN WIEM 83) EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TTOOEREACH TNL MAIN STRUCAM BEHIND SUCHPANELS. THE
<br />6/5
<br />RN CASE TIIAT PRECAST STONE, OR PRECAST PANELS. STUCCO OR WOOD BOARDS BE (SCALE 1/2-I-) 1W//0, 2W/10, 3W/10, 4W/10,
<br />t STORY PANEL SHOWN ON THIS PROWCT EVALWTON DOCUMENT (PT.O.) HAS BEEN VERIFIED FOR COMPLIANCE N ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND N 8.2). ---- - -.. --_..15.lw CTWAL WOTHI-- --- - - _. -_.. __ - .- -.__ - _ _ _ 5W/i0. 6W/11 B 7W/11
<br />INN-
<br />FOR A WIND SPEED AS RECURRED 61 THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED NO Ia-10 PANEINATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS NNNUFACtUREO BY ELCO CONSTRUCTION PRODUCTS. - -_ / _--- •� _. - - _- i. ' I-----._-.-.6.250' .- ---._ t _3• AN% ANCHORS: FEE CONCRETE SEE SCHEDULE45ONE SNFE15 B I G._-_.. I MIN.
<br />ACCORDANCE LOADS
<br />THE 2020 (]IN EDRNED S THE SECTION BOATING CODE (C) TO /4I 0I TAPCON WONO ANCHORS. ACT G - Y IJ MN 1 « _--.- -- -1 z.500 WIDTH) - - - - , - MAX
<br />-
<br />OCSION WIND LOWS SHALL BE DEfERMIHEp A$ PER SECTION 1620 0� THE ABODE YDiTIONEQ CODE._ e , a' 15p ` _ _ _ _ _ • .: _ _ _ 1 /' 100. MN.�- - -- FOR MOOD SEE SECTIONS ON SHEETS 10 a 11 t' MN.
<br />FOR A D9ECTKNAUTY FACTOR Kd-0.95. 115NC ASR 7-le AID SHALL NOT ET(CRD iH1E MAXIMIpI (AS.D.) �/4 • SC'REW6 PER N.O.S. AS FACNRED BY I.T W. BUKDIX. tNC. !'° .1 I ) 1.350' ,h., 0.036• YNI. MLTt 1.350•- �, O O O IT
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 17. ter. ,s. 16, 19 A 20. - 7/16•0 , 5/6' MOOD BVSH8IG, AS DISTRIBUTED BY ALL PRAT SCREW. BOLT a SPECULTY CO. I .-.Z- 1.500' , _ 657 r / '1< D. O, O. ®+ai -1 1 r F---r- .�---r-"r--1--?---,--,- _1__T---T T- -.__ .- .. } . - o
<br />S ORDER FIRST
<br />VERIFY THE ABOVE CONDITION, INTO
<br />LULTIMATE DESIGN LTIP LOADS THEM
<br />BY VIED PER ASCE 7-16 ` FEMALE ID.- ® ) ` / T `• L ' t� X \ ', . O�' , O ___ __ _' / • SHALL FAST REDUCED lC AS.O.. DESIGN MNC LOADS BY MULTWLYMNC THEY BY 0.6 N ORDER TO C.2) MN•NN THIEMFD Pf/ETRATION OF lAG SCREW. Ni0 THE MX7D FTAAE AKr SHALL BE 1 1/2' NO 11aftEADm 2.00°• ! j UHEMMED TYP 2.697' 0653 DETAE F 2.000 2 '/ r NEMMETI7YP. T.657• txTAr �® Ie I �)CO//PARE THESE W/ HAX. (AS.D DESIGN PRESSURE RATNCS NpCATED ON 5HEE15 7 iHRu 12. 14, 15. I8, t9 a 20. C 1) MINIMUM 1HRCADED PENETRATION IMO WOOD OI TAPCON ANCHORS S1aKl BE 1 ,/Y ANTI Y FOR ELCO PANEUHATE PLUS �'_ E THICK HEMMEI? / \ ,- E I�IRI�Y / •� O_ ,
<br />ASM
<br />IN ORDER TO VERIFY 7{HAT ANCHORS ON THIS PE.D. AS TESTED WERE NOT OVER SrRESSEb, A 35a INCREASE N N1ON4BlE PENE•iRAriOii�tl/T0 STUCCO SHALL BE CCNLOERCD AS PAR OF THE REOUNED T/lR£A)FD PENETRATION. * T.
<br />y )A1 GALVANIZED STEEL EDGE t 4 1 EDGE `, 4 J 4 6 r__i _ 1 T_ F__T_ T_ r___ _.r_ 1 1 �-
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<br />STRESS FOR 'WIND LOADS AMS WL USED N THEM ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N I G-0o 6ALV. 1 I IIIjr-'�IjIII�- O
<br />ACCORDANCE MM N.O.S. 2078. C.3) MNNLM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS INTIMATED IN THIS DRAWNG L..QETAL A {6.6' 1 --Go A I -.1 1 `�� I�
<br />LL LL
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<br />STORY PANEL'S ADEQUACY FUR IMPACT AND WIND RESISTANCE HAS BEEN VONFIED N ACCORDANCE WITH SECTION 1626 OF - _ _ _ _ - _ _ _ _ _ .. . _ _ _ _ _ _ _ _ -_ _.N 1
<br />THE ABO,E MENTIONED COOC AS PER HIR6RICANE EW4MEERNG • TESTING TNC REPORTS 96-569. 9a-570 a 96-T30 ANTI C.4) MNIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/6- I/a' •-20 SCREWS USED SHALL BE 1 1/2• LONG YINNVM - 1.350' I, T.SSD' - _� - I _ I - -.I... . _ ._ ;,L_- _ - 1 _� _- $ LU -
<br />FENESTRATION TESTING LAB. NC.. REPORTS 12032 • I2126 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203. SHOULO STUCCO EXIST. AND I' MRIWM FOR WALLS WITH NO STUCCO. - -- -. - �..}/_�p�6..2w -- _ _. - . I , _ Y _ _ _ , _ I.. _ Ll.I -Tc J _
<br />TAS AS 2�03 AS AMERICAN STArla TEST LAB D< SOUTH SEOROA REPORT ro219.01-09. AS PER TAS 201, TAS 202 AIIO C.$) N CASE THAT PIECMST STONE. OD RaEFAsr CONCRETE PANEL$. $TUCLO oR wooD BOARDS BE f0UN0 oN THE EOSnNC O STORY PJLNEL © END STORY PANEL �,' I Ii�VqA• C-
<br />WALL. ANGERS SHALL BE LONG ENOUGH TO REACH 71E MAN STRUCTURE BEHAND SUCH PANGS. _- 2 187'- -- 1 I : 4 - 1 -1 - f - I � � ,,7-) 2 ALL Kt1YNW EXTRUSIONS TO 6061-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 ANCHORAGE SHALL As 4ONG END N C.1 ), Cl) A C.4) i'},_ _ 7'-- _� .� j I F )
<br />J ALL N.WNIIM SWEET METAL USED AT CLOSURES SHALL WIVE 71 oS-N14 ALLOY. y %' t --- - _ -..I ' � _ I f I ;N
<br />(D) AK10R5 SHALL BE INSTALLED fOLLOMNG ALL D< nE iEODM1MENONnONS AND SPECIFICATIONS OF THE ANCHOR'S YANIFACTURER. N11AQ$7��="_
<br />END // .250 .... 2-1 E a /•'•-20. , a •-20. 125" ` I I ` 1t
<br />A ALL STEEL SNEEi ME7K PANELS SHALL 1HAWF STAUCnMK OIJAIM STEEL. ASTM A-853 GRAQE SO YIIMUY, G-fIO + .1CO' .125--.750•- ' _ _ _ _ _ _ _ _ _ i - -_6. PANELS WY ALSO BE NSTNIED HORIZONTALLY FOLLOWING NSTALIATION DECALS SNOWTN ON SELTON 3 THROUGH TO (SHEETS a 1.250' JD• 304509E5 •4OR5-'!'- IRIBOlTEO PANEL$ ROUTED PINEIS W/ 1/N-20.1' t 1)W/ fE-. , .taD• i.T2s' - _750•r 'i, s s Y.s BOLT w/ 7/8' , s/s2' r _ y
<br />GALVANIZED STEEL DES04ATION W/FY- 56.5 a (ATTUt ROLLED), THIROUG14 6) EXCEPT THAT HEADERS CD A ® STALL Nor BE USED. / 1375' �• i4 _ I ) 1.500• 53. s1,lO IIWETEb SL RGUE 91HETED �'..-
<br />(SEE SECTIONS AS �' j l APPLICAB- (SEE SEC O E/L OVERLAP >_5. ALL SCREWS TO BE STA04M STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PEA 9. n SHALL BE THE IESPONSIBIUII' Of TM CONTRACTOR 10 VERITY THE SQINONE55 BE THE aiRUCTUE MERE SNUREA IS TO BE - R.ot� I T t 2' aC t2 1 - _ I ' i(SEE SECTIONS A$ APPLLUBLE) ; � •~ON 50016 w/ 50 bl YELO STAENCTH ANIO 9D Lai TENLLF sTRfnGrH A SFIALL COMPLY w/ SEQHaON BUILDI+e CODE ATTACHED TO INSURE PROPER ANCORAGE THIS SHIUTTEIe SHALL ONLY BE ARACOIED iD CONCRETE BLOCK OR wDCO FRAME �' - �1Nz tD.08' MOD 09J• J 1�', I I I r
<br />ro RICE a To ANITIE • -I I 1 ISOTS B ASTM. t0. EACH REGULAR STORY PANEL WISH lENG1F15 OVER 8'-8 THNROUGN 12'-4'. AS PER SECTIONS 6 B. 9 @ 10 ANA K1Ef8HATIVES BW � 2.125' 2.125• .939- SNSEE _. _. - _� I- .� 1 • � - �. L_. 1. _1--i4111
<br />.___ 1!.•L� �._ -L.1 ,1_I E (. - 1_'(9LNLDNGS .093 091 2.000'I 1 `L.() LOE)OSIB(GffiVBED SEAL./CAIU( ALL 54UTTER COMPONENNT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH I.-...E 0. S75 _ 5- Mw 1 - 1 �' TS-1 L-1i. 1.500' I t 1A CONCRETE 71. 7}E INSTALLArp)N CONTRACTOR Ia TO 1 .SSG �✓ DETAR , 14- ' I _ (�
<br />6 BOLTN TO MSTY A-307 GILYAN12ED STEIIOR NSI 304 SERIES SIANLE55 STEEL w!M 78 bi MNwYUY YEID ODA ` I
<br />STNENCTH. 9W a tDIN WN SHEETS 5. 6 • 12 RESPECTIVELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE VA KING NSrRUCTNG GAINER OR )7 ANCHORS TO MALL SHNL BE AS FOLLOWS: TENANT TO SECUREPANELS Wf1N APPLICABIF REINFORCEMENT Dl1RINO PCRIODS OF HURRMANE WARIIN6 ' R a .375 -
<br />L. I 1 T.125'
<br />nD ) IL
<br />1/1 • TAPCON ANCHORS AS MANUFACTURED BY I.T.W. SULDEX. INC. (Min. rc-3192 P.,.,.) THE BULGING TO PREVENT WND/RAN NTRU90N ISOMETRIC VIEW DETAIL A (^_ 30•.... �-2.°°°•. -
<br />rJY
<br />1/4• • . 7/8' CAL% -IN ANCHORS. AS MA UFACTURED BY DEWKT INC. (MIN. +•c-3000 D...1. _ . _ __ _ __ '•-
<br />12. STORY PANEL 1l6TALLATKRH SMI COMPLY WITH SPECS INDICATED IN THIS COMMAND PLUS ANY BUHLOIMG AND 20NNG REGULATIONS ROUNDEb CORNER O END$ OF PANEL'S ED.M..®.®.0.+� _ __ __ _ __. ,_ ___ __i___1. -_- _ _I__ _. , __.1. �_. _ l.A ^- I(4 . 3/4• SOLO -SET ANCHORS. u fI5TR18UrFD BY KL POINT SCREW. BOLT & SPEGKtt CO. // O O aO _- t i-
<br />- IJ
<br />(Min fcr3000 D.•.iJ PRWIOED BY THE JURISEiHCnON WHERE PERMIT R APPLIED T0. ENO LIP W/ HEMMED EDGE. ^. _ 1 1 •�. J (�
<br />- /14-10 PARELMATE FEMALE ID • PANETWTE PLUS ANCHORS. AS WMRIFACTURED BY ELCO CONSTRILCIION PRODUCTS (N.T.S) (I "h" HEADER O 'U" HEADER O � (�44A ANGLE WITH STUD ® ANGLE WITH ®+© O+®• ©err. / ':� -
<br />(YIN, Fc-3350 pa.i.) 13. (o) THIS PRODUCT FIXATION DOCUMENT (P.E.D.) RSVEPANtEp er THIS ENGINEER R GENERIC AO GOES NOT PROVIDE INFORMATION RF'VFRSC aLYlin -._r MAX _ 1/4, 2/4. 3/4. 4/4, 5/$. 7/5, --�• mX ��` // 1 Q I
<br />FOR A SITE SPECIFIC PROJECT: i... WHERE THE SITE CONDMONS COTTE FROM THE P.ED _ -- -•- V ,
<br />/4'0 Cf TAP -GRIP ANCHORS, AS MANUFACTURED aT tRV-FAST CORPORATION (rc-3600 P.,.i.) ) -- SEE 1W/10. 2W/10. 3W/10. 4W/10, 6/5
<br />(6) CONTRACTOR TO BE IESPONS9lE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT 5FI GRIN
<br />AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS ION° POURED CONCRETE SHALL BE 1 3/4': 2' FOR PANELIMTE FEWLE BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NO DEVLATE FROM THE COMMONS DETAILED ON THIS DOCUMENT. f.I I/14 • 2/14 0.344• 374' 374' 5W/I0. 6W i i h 7W 11 a _ �t
<br />D AND PAIESHALTE PLUS AND , 1/4• FOR CF TAP -GRIP ANCHORS. CONSTRUCnoI SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. 1 _.]D_
<br />1. 310• LJ O
<br />M. TOP EDGE .096' '_., .OeB' - 750' - / /
<br />I i 3B0• .N PANEL ,66 Y L .,66•-- -•- A J 125' 1/4••-M 304 SERIES _ANCHORS;FORONCALK IN _.. FOR WOOD SEE SECTIONS ON SHEETS 10 a it _ - 0
<br />/ (,:) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED IWAUD B 4300ED. .34M • - 4 ( /2' O.C. +�
<br />,.sp79.IM3' S75' _ .7ro•.636•_• NN6lF e u ,STUCCO SHALL BE PERMITTED 1/4' •-20 SCREWS USED SHIALL BE , 1/2• LONG MNMUM 90" STUCCO EXIST. dT5• r 1 5' -(... )-
<br />ND I' MIMINUM FOR WALLS W(TI NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/C HEAD. (d) SITE SPECRIC PROJECTS 94AU K PREPARED BY A FLORIDA REGISTERED ENGINEER OR AACNITECT WHICH WILL BECOME THE B57•-._.JI-- i 1.6! 1 T _-1 I �•,I. \ GBUT MM WIN° NUTS. ENGINEER Or RECORD (EO.R) TOR THE PROTECT NIA WHO WILL BE RESPONSIBLE FOR TIE L--___- I.Soo• r - Q
<br />PROPER USE OF THE P.CD. 09MO N OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE t9Y IDLE FOR \ 13'
<br />1 I t.0d3' 1.343 F°62' 7.6 1.015' 4
<br />PROPER
<br />A3j N CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, PAVERS, STUCCO W000 BOARDS eE FOUND ON THE PtO ENGINEER. SHALL SUBMIT TO TH15 LATTER ME SITE SPEC" DRAWINGS FOR REVIEW. LOCATION A7 , ) l°'_ , , �'?°• REGULAR STORM PANELS �� ELEVATION > �
<br />EXISTING MALL OR FLOOR ANCHORS SHHAIl BE LONG ENOUGH 70 REACH THE M,AN $TRUCtiRE BEHIND SUCHPADOVER, . M. .063' I' DB_ -_.
<br />N.T.S.
<br />PANELS ANCHORAGE SHALL BE AS MENTIONED N AI) AND N A2), (.) THIS EE.D. SHALL REAR THE PRE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL .6i5•* --- 2.000'-- '--(p.)
<br />ENGINEER a RECORD THAT PREPARED O. T.000• O KEY HOLE WASHER
<br />(8) 101,F-XIi,T >L�N MANUFACTURED
<br />FAC C ED 14 SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY NSIBL.E LOCATION AT STORY M 1/4• 14- GM
<br />/4' • iMPCON ANCF10R5 AS MANUFACTURED ITV I. T. W. B1AlDEJL INC. -.063- 6 "T' ?RACK ANGLE ,j�" i TRACK ® FLAT PLATED T.B7'
<br />PANEL BE PLACED
<br />N OR EVERY
<br />WITH SECTION t 7 TO C OF FLORIDAWIBUILDING1 (XHOE. ONE LABEL
<br />- 1/4' • . 7/8' CALK-N ANCHORS. AS MANUFACTURED BY DCNK7 INC. (WIN. 1'«1500 P.,i.) SHALL BE PLACED FOR EVERY OPENING. IABELNG TO COMPLY WITH SECTION T709.9.2 OF THE 0.038' (Yn.) - �' ,,,f11 WITH SPUD - (NIL OAf%AP -1 •MICE VALLEY)
<br />- 1/4.0 . 3/4• SOW -SET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW. BOLT ! SPECIALTY CO. F,OMA BULDNG CODE. GALVANIZED STEEL__. L
<br />'?
<br />(YIN. I"<-f600 Pal.) THS OPAMANG SINALi ONLY BE USED TO Ma. 1d' I.aC - - 1i a�R A: tf(,(7j,✓ -
<br />- 114-10 PANEUAATE FEMALE O AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRMI,ON - I
<br />PROWCrs (INN Yc-2071 P.s.i.) AAHupuNIlENpOBFAN PERA9T5 N T11E STATE of FLDPo0,1 ( - °63• 3.Q:.`'••`CEN 'P I,t/4• • CF TAP -GRIP ANCHORS. AS MANUPACtURFO BY TRU FAST CORPORATION ��6A LEER A• T/(AAi .375'• .3ro .875•• `� •'•. i/4• ` AN (/ I__I MAX. GAF .•(/B.1) WNMIM EMBEDMENT CA TAPCON ANCHORS. ELCO PANELWATEi AND CF TM -GRIP A/NCIIOR, IlTD THE -P FLDRR)A BUKWNC CODE NI h V91Lx MurHoar» ZOr,e 1 -' .375; N0. 44167 I <%• 'C _ ri * * FLORIDA BUIUNNG CODE NI h Vsloc Nur one Zone �'• EN ''•.� FLORIDA BUILDING CODE h Velocity Hu cone Zone
<br />BLOCK UND SHALL , ,/a'. S Name TueYa AC rA. a -. -) * : �`:
<br />No. 4 167 = 20 GAGE GLLVAMIZEO STEEL STORM PANEL 0 M1 N To 80rt0" _
<br />063 y; ,., JAMAC NICKEL - Cr PANG = STATE Nam• rCT[W, rC rP aaw0 M1111PP. M. fP.
<br />e.2) cALx-IN •sere SET ANCHORS sHu11 BE EMBEDDED 7/6- INTO THE CONCRETE B°cN RNrr Xo EY�r IC L rW' n- �,t_ ' INc Nur '� 20 GAGE GALVAMQEO StEEL STORY PAIKL � W. _ N 44167 : 20 GAGE fNLLVArRZEO STEEL STORM PANEL ORION 0.
<br />INTO STUCCO SHALL BE PERMITTED. t/4• 0-20 SCREWS USED SNKL BE 1 1/2• LONG YINMW SHN3Ut CO _ c- -1 KEY HOLE �.e'•. ,t0 . �- - - :*
<br />EXIST, AND i• MNMDM FOR wALLs VATM NO snxco =. STA - - - - -' IL� C C FNe Gt.06A1 PROTECTKON PRODUCTS, LLC. P„[: ® E * ,��: _ TECTION PRODUCTS. LL 0/^/ P
<br />1'. OF �J , •THUGX..5IVIIQT-2,(Op•_._.' � AT PANEL 'hw`e i -"�� IL CO L PROTECTION PRODUCTS, LLC. °' , SECTION A -A_* IL ECO '��L PRO c. a,TT,
<br />%'•J'pi(`.. Al P '✓'�td'Z•. ntLET t [ COMAM Q•.L R w1• N 0 _�._. [NC. N.T.S. ATE W IMe.
<br />OR 0 a r sea..a.n.Pan MI. sOHE (W)e9-rata rAX f[e•llw-6][T 20-176 " 1 / taro LW. 51 snw ", , *. � MOO SW 51 vfw
<br />FS+ 1.' •�:: pW1 "._Its .r (WIN) M ,M. 11RiW. w ® 2e eX E,/ 4" KTTAI MaY. USE WING wr w/an 77 'T�'.. 12- • NXIwAxr DWW. n. w1. TS p •, ORli1�` TWLiIT _ • oNAc rE 3aTu
<br />`s ON •E • gAN/YOMR,RC/DeT[ G-000.71R - ALUMINUM ANGLE INd1a1nC eTLVER W/ AOOfICRAl �/ / , a. err L ft F..F.w..•ea A A,. N4KW[: (•ea)s-7w, iA[: f•6aNw-en7 20-176 .<` L W. r MMe. N,NiWL R all. .HIDIE: (rolled-nHs. nun (w4)teI_NmT 20-176
<br />% . • • • 1MUEM A 1ALa A.. P C. [ ,.... orl m-,W . r. , 1�1w10 S ,"�.� OWING Ter
<br />rp , •r iIEXT 1 . g • 7/e'NS/32' WALER (SrRVRKE55 - G-0P0019 m-,e1 �W -^A' (r S • N •• "-• �U pC,i Oa0 m_w1
<br />STEEL OR VRCXft .LATER STEED. L 9FAl/lON11AlE/C.'r '•It101 A tRIJT A.. PL •• 1>- if W ' [ WALTER A TLIT A.. Pt Y rAw
<br />LQI a . M H1 SWEET 3 . „
<br />INSTALLATION DETAILS FOR REGULAR PANELSCl) at its FAD p.OSILJRES DETALS FOR INSTALLATION IN POURED CONEM
<br />INSTALLATION DETAILS FOR REGULAR PANELS n dE CIA INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES OONCF40E 3.Ot3< OR WOOD
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES QOCJETE AIOLRS TE°"PL"i� Q RMALL W-ow Cok,D E ANaao /L•i y/ 4. �',i/ VAUD FOR REGUAR. UFE SAFETY APD E-Z HANG STORM PANEL SYSTEM
<br />(s1X salmulE DR oEE SCHED" ON WAM 6 • S) smir(SEs a nowwTRAU: a � � IK IaR 'Y 02. 1•
<br />NXRLu1[ ATap1OK slurs a TIRQ{IGII q SHQiS a TI•IDUL7N t) 1•,T r �.��
<br />CONCRETE AHCIORS 9HELTS a tMOUmA� e)--.f-D.- CONCRETANCHORS _ _ I t 2' , =_T
<br />(91 QTs eTaIOUWD" q EXISTRF NDIAED I Si[ TS eTMOt1a1SCWWLLK D" e) `\ V.. CONCRETE REOIRRE�: \ �V" , ►-. P a9. Sari 1 4' MN�4__ -I ��•'swa w�i
<br />1� ` VY i a' ...,<4�.., �.� Y:`�`\� rE�' '2. ._1 W,. t�' ••era R _- 1/2• 'II• _. '-> r TN �" I E.D. as ® ,IHssm"�i��' _ CrI.8
<br />/ - aTrlf r{-- -I iML i' ac �� , ; =i• -L"'lY
<br />-1 . - _.1 _- fro • f ac nn
<br />o A➢
<br />1 1 -rip•. -T ..----._. ED \::�•\. �• I - Nm L--'d
<br />EXWaHG POURED ED, 1 ; ; e E-0 -. 1 1 _ 1 • o 1NRo
<br />COIXRIE 1 �/;�) a ,Y•.r
<br />11EgIPWA. 2 ^ 1 I `./ CON ZR R�EQUNEo.', '� i '"L . t ® - � \ 1 \ 1 . ExsTNG PatNl�u i 1 ra.w"1: -- ,' ,, �Y,. Y "- •H L ais , I
<br />1 r�p1 ._,•RIa
<br />\'t �.\, \\ ` ; Gnl " I i a•L 1. \ A r e `�-: r . \ ; _ T/IyyaY � 1 I O " CDRGiE(E BLOCK I 1 1 � am. cut .rc T .'.1 _ - 2• -._. J I N^'.1
<br />I j , 1 9t[ 9cHeeIAX I $ JrI a . e A 1 clan enu It $ I ; $ REQUIRED. ; I � $ - - `. ea
<br />J aN LQT • 12 ,/`Y DG i ,2 ,/a• O.0 ; I I 1 •. - _} �
<br />' -.= 1 i $ -1 Tot M a'� "0" I .01 1 1 i EX $MMU 1 1 1 � I I CASE A (PLAN) �IW Il'N'av '�i�4 '. :e-N-
<br />-fro. a � ,all : I
<br />i i e w 6 I I-�a+ 9Nm • 1 _(1) I ( L ._--__ • - _-.__ %E/ S/16. 1' NAum.n -
<br />L:eT•c I o.slrw� I t10" m N i O �I II m arL ; i as-m.r YL i --- - -- rAcr B 'pLAN)
<br />- I = 1!.�( HI M !y �r
<br />1 1 I i - ----- T - A 4DtA,o� "-•3 i A aR J 9 1 "^,-,. � AT &� -.,, i DI _E� SG/E 3/,6-T•
<br />I i R ' I I , - �, Y I J M1a R9I,� 1 I 1 I-.,W � XI- Y. Y. eM•aNe „•NP
<br />I _0 1 I I I 1
<br />j 1 I 1 1 �. i 1 1 1PZ sOOIAX ; We ON [ aaY 11.�1p n. rf"'�i iwI I Nnv a ,r A 'M pddpL ,wnN urot I.
<br />Y� a .RIM w 1 I v.-
<br />I 1 L ONK. i 1 I ON WQT e ; O 1 to alsi 1 O duRW, �® 1
<br />I I'J I \ I IPA NWT. tR.,YMIIOI 1 1 ,
<br />;�' A H I /•�1r� �1;� 1 eA I $\ 1 m 4A9L 1 r. Y .... ,I..w u tonal /'�
<br />IC.0 _ f n.T�y a 1 I ��a•N 1 a
<br />1 I 1 aOM""SLDee i 1 I �e i, b'. - INow PC e 1 I •1 i �- i A '"IMq""'WIN .J/ .T Vr -,I
<br />EXISTING POURED E D I , 8- I 1x 1/r 11c E0 i 4 1 i 3 V
<br />CCONCRETE 01RSEfE BLOpt I EKJp'A'eRaee R Ow I r CO-'4 u i _ -_.-_ _ - 1 CONCRETE _ CD 1 t I/E• ere r 1.11 i I ', a ,] 1/a i f /t• _ \��
<br />WORKED. i 12 1R' MC r 1 _ T CO &.M 1/2. eIOCA 1/2• _ -
<br />_ 1 D16TwG POURED _ ED11 . ' '� "�
<br />/�A�y °'° � ra_' n '+�E
<br />it
<br />-HI �"'. . I \ ' k I E J CONCRETE °" i CASE C ('�I
<br />a. ED Y CONCRETE BLOC(
<br />.939 %� _ , DMM4 POURED '�' »1• Mn REOINIED. I EXWNNr. POURED I SCALE 3/16-1• CASE D CLAN.
<br />t . - - - _. -. CONCRETE „3/4•_ 11 aTw -f•Lm _,P .� -, I CONCRETE OR --- ----- - -1 stlL[ 3/L6-1'
<br />•, LIR1; a THROUGH, 9) BHIRTe 9 nocua, 9) ,fix,„, SEEM B MLOUCN 9 =-. .all PA[LAV• .
<br />caNDEE AIrAC9S �' '• 1 t _
<br />rAA Xq WN)
<br />CONCRETE NC ORS . ; I;arX. a 7 P.a NxwcNETE ANaNDRd `�� D [oRHpET[ ANCI10/a - 4 iri : 's as ccaIGNETT AIp,01IS .. ) , r•,.• - AY NaYm - P
<br />y/e��L '�/��J ��,�'(¢�,al I CONCRETE BLOCK ',•k�Xa/.H��/nB•�.B3L/sO _
<br />SUG(SEE S" UIAW/ ON �-+ O (9[[ SdE91nE M - (SEE KHMA f ON - , (IIE BO`DMLE aN � Can 07-i .Wpe 2 •i�, ' _ REo1KRED. , i +/2• _ �/4^ - WNWGArt s a• at aPWaW WaHP°"tl�u - r'li"r.I'"iWRr al pas I
<br />stem 9 Ymmo1CH 9) \ ) aR°a TM - - -- - -- CONCRETE ANCYICYR _ - O •-L' Y•- ;• •.,- Mi IWINBA I Na.W�RNa'e- ' WQHB a A a
<br />LUS
<br />11(At4 U. W CLEILING_ kmmTw. HiiJ1QSECTXN tjliTlNda aL 4 SH(SEE 9aEmK9) ON (SEE salEeaE LN S -
<br />'1= ,�GS:J1Si111_AiIft SHEETS s e 9) §Nff� sHFEss a IIMOAaI e> �� �m7, /y�
<br />SCALE S/!-,' SCALE 3/Mt SCALE 3/8-,' SCALE 3/8-1• + /B wia 3/e-1• aHe,a.1bo ItO�- A W lla®
<br />tW"�R M ,LNaa rRM1t s
<br />I - _.. T- RILL eRYA„ ION, ee naG)
<br />1 1 ti ED. - EDEN DISTANCE '-_.(iP&NI�NCIX • NEW 1' UM. . MARES . i/e' CO. EDGE DISTANCE _ 1 NW
<br />I THNIOII ALUM. TUBE OR i- . (SEE SCHEDULE /k✓ O Q'Y CASE F (PLAN)
<br />44w-
<br />i -O I I smE�H �B Q''I � � / P.T. WOOD WALE SPACER / '.i SHEETS 8 A, 9) -SCALE 3/16-1• 1 E ^ e Not t• WIDE . YM,ES . 1/e' O NOTE TINT (NATION SECTIONS
<br />1 I ALA. TUBE OR I' VANES
<br />NOTE FOR C04aR4A710N OF SECIITINS: I 4.T. WOOD PLATE SPACER lee 1 COMBINED IN ANY WAY i0 SUIT ANY CASE E (PLAN)
<br />11
<br />8y
<br />I -r- • [X�I ��.,HATOP1.
<br />- BE,�K i I TOP !BOTTOM MOIRJTiNGS CAN BE
<br />C..W i 12 ,/T41OOCe @ ,A•'- 1 COYHMIEDBDTTDM MDUNTINGSTO IN ANY WAY�CAN �IT ANY7 `� . • IyQT9 ITIWOLIOI� 9)/ 1 'Apt CPA.
<br />:+ 1N/ION/ IRSTALLATON. SCALE 3/16-1•
<br />I � CEP A. T/((�r INSTALL/ITION. ( �• i + L C I ER A TI(!/
<br />.... uCEN ;✓9 EXISTI+G POURED am sAru D....•. �15..... .... T�
<br />` FLORIDA BUILDING CODE i11 h YNocl Nurr)eane Zone �;' E FLORIDA BUILDING CODE l0 h V•I/Ne Nu cane
<br />EXISTING POL9fp .,. yT-caYRnX A,une.- CONCRETE DOW LWL WTI, .GMAT To .
<br />IXINICIEIE -3/4", .
<br />REQUIRED. fTR 9O.mIA[ 1 , 2 MIn. CONCRETE lWOp( 1' tOWI AIR AWOL Tn,N . TUfta NC FI
<br />cONcncICDANCNaIs I * :' 1f 7 1 a°°'° TM1E100. "r. 20 CAGE GALVANIZED STEEL STORY PANEL D„�'; o,., a WeX, 9 • n 31 Ma.. REOUI ED. Taw" ,IEaHt 4416i 20 CAGE GALVANIZED STEEL sraRll PANEL aM.N
<br />T#E a(3 ED aE N I •a * _ x( SECTION X-X i * * z
<br />LaXTs s n9DUL CEILING M.q litABAI PROTECTION PRODUCTSt LLC. O1�'n �' GLOBAL PROTECTION PRODUCTS, I.I.C. 0/ Da
<br />zsPO�; ATE �i� '�� >< WX sauE 3/e.t• S TE 0 X r -
<br />ORI��I•�' 7 IO INC. NW LB. BL STIHi"`
<br />s� F - DETAIL FOR SPACERS REOWRED AT TOP OR �'• I L E C O INc. .ARID LW, 61 I.
<br />y S/ • c6a. DINE. M w14 BOTTOM TRACKS ADJACENT TO STUCCO,n= BANDS AIO . L R. He. W.Y HWaR a Hr. NOTE: M 1N6, rAn 20
<br />VIAL 1: t AN, L ..t s - twene a M,. P ' (M)SW-7$W FAX. (9e4Nw-M7 20-176 Ff w : pea aLM rH_%'
<br />-•Rr - ,pea m-we . F. , 00 m-IL, S . �+ JRM- Eed•M89-879r ilk
<br />. -,.• p
<br />SCALE 3/MI' FN CA 0=119 ,.W.r .R oMI,O W. / AL CA-IIODAI•
<br />L WKTDI A I FLORIDA iRER A. PL I7'w - LE[N I a XB /Oth WN.i[R A EM11f A t �L m T-w - a. eHE[7
<br />H -
<br />INSTALLATION
<br />INTO EXISTING POURED
<br />DETAILS FOR REGULAR PANELS(l)
<br />CONCRETE OR CONCRETE
<br />do
<br />BLOCK
<br />_ SHIRT 9_ _ _ _
<br />- - ..
<br />... Ep
<br />IE[TCREFE 1E
<br />P�STRUCTURES
<br />OR CC6NCRETE 9LOCK
<br />FOR DDD SEE SECTIONS ON SHEET 12
<br />OR C6NCRE'TE BLOCK
<br />'., RE1IUWE'DO CONCRETE ANCHORS
<br />OR
<br />REQUIRED
<br />REQUIRED COTE AtCHOR6
<br />S' Mar_ S•
<br />t' ILL,. (Mier OMDeM -I WHOLE WLIEHT • A 14 elfa, t
<br />ci
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