|
PRIT", qVIII all 'IT rTTWPgaW5T 1711" "If I'T T'! If FRI -111rj, -1 vrl ITIT RIM
<br />11LIEC
<br />TILLIT TEIIITING & ENGINEERING C
<br />PROD 2
<br />2.2. TEST REPORTS,:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />77nar wrlAnwr 3
<br />6. MATERIAL CHARACTERISTICSIA141101 SPECIFICATION&
<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 />Z I I L I ECI�O mc.
<br />3INEERING COMPANY
<br />WALTERA. T1LLJT,.UL, M
<br />PRODUCT EVALUATION REPOR ..114,1�t�`4-467
<br />PRQDl7CrXVA1.1`A1n[QN2KPMTNQ- 2.0,02.7.02 2
<br />2M 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 />3
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru IS of 18, of Product Evaluation Document (P.E.D.),
<br />WATTER A. T7LLXr, WL, PA. Xam
<br />kll.t�tl 44147
<br />W
<br />FIL C�A- 1.6 —000§719
<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 />YLILIA. U.— OW719
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />Testing, Inc., Reports # 96-609 dated 08/09/1996, #96-570 dated D9118/1996,
<br />28, of Product Evaluation Document (P.E.D.). dnrMng No. 20-17&
<br />Lob ofSough Florida, Report# 0814.01-01 dated 03/11102 witnessed by William
<br />sheets 3, 6, 13. 14, 15, 10 and 18 of 18, of Product Evaluation Document
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medflna,
<br />REPORT NO.: 20-0727.02
<br />R. Mohner. P.E.. Boriz Maroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, February
<br />(P.E.D.), drawina No. 20-175.
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
<br />dated 26, 2009, signed and selailed by Edmundo
<br />* 2112e dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITAnONS AND CONDITIONS OF USEe
<br />DATE: July 27, 2020
<br />Largoespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />0219.01-09, dated March 4,2009, signed and sealed by Edmundo Largaespada,
<br />loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida
<br />IS,. MATERKLCHARACTB%BnC&AMOMECEMATK*M-
<br />REPORT NO.: 20-0728.01
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shelf be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />PRODUCT CATEGORY: Shutters
<br />Building Code. Test Report prepared by AmeMean Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23, 2010. signed and seeled by Julio E.
<br />Shag be strictly In accordance with General Notes and Components Indicated on
<br />DATE: July28,2020
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 18, Indicated
<br />Gonzalez, P.E.
<br />sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No.
<br />Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009,
<br />on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />PRODUCT SUB -CATEGORY. Storin Parsels
<br />20-175.
<br />PRODUCT CATEGORY: Shutt=
<br />signed and Sealed by Frank Grate, P.E.
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT NAME., 24 GAGE GALVANIZED STEEL STORM
<br />Tensile test report No. GCM-198 by OC Motallurgicat, Inc., dated March 13,2009,
<br />Anchor specifications Shall be as Indicated on sheet I of 18, of Product
<br />PRODUCT SUB -CATEGORY- Storm Panels
<br />2.& STR RAI-ENQMEW9H9XALQL&1LM&
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PANEL
<br />signed and sealed by Frank Grate, P,E, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. I OKMA 318, dated December 1, 2010 signed
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />defined on section 1620.2 of the Florida Building Code.
<br />MANUFACTURER: Global Protection Products. LLC
<br />and Sealed by Jerry Jacioliano. P.E. as per ASTM E-S.
<br />length based on rational and comparative analysis, and In accordance with
<br />7.3. Product shal I only be Installed Into poured concrete. concrete block, and
<br />4800 S.W. 51 Street
<br />7. L[MrrATIONS AND CONDMONS OF USE
<br />MANUFACTURER: Global PnAacffw P"ducts LLC.
<br />4800 S.W. 61 Street
<br />section 1616 of the Florida Building Code. Calculations prepared by Tifteco, Inc.,
<br />dated 11103/08 and 03/12115, sigred and sealed by Walter A. Tillit, Jr., P.E.
<br />wood frame structures.
<br />Davis. Florida 33314
<br />2.3. STRUCTURAL ENGINEERING CAL&ULATIONS9
<br />On 24 Gage Galvanized! Sisal Storm Panel for maximum panel length vs. design
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />Davis, Florids33314
<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 />on sheet I of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175
<br />1. PURPOSE OF 1ILUATION:
<br />3. MISSILE IMPACT RESISTANCE
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />1. PURPOSE OF EVALUATIONN
<br />section 1604 of the Florida Building Code. Calculations prepared by Tilt000,
<br />prepared byTifteco, Inc. and signed and sealed by WalterA.T111111, Jr., P.E.
<br />This is a Product Evaluation Report Issued by Walter A. Tillit Jr., P.E. (System
<br />Large missile Impact under section 1620 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Titteco, Inc. (Florida CA-0006719).
<br />This is a Product Evaluation Report Issued by W&Mr A. 1111111t, Jr., P.E. (System
<br />10 # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />I nc., dated 12/15/10 and 0=7113 (for this revision), signed and sealed by Waiter
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />01020-3, Method I D of the Florida Department of Business and
<br />4-NND LOADS-RIESISTANCL
<br />A , t
<br />61G20-3, Method 10 of the Florida Department of Business and
<br />A. 7111it Jr., P.E.
<br />as defined on section 1020.2 of the Florida Building Code.
<br />Proftesional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to Sustain wind
<br />...... ".
<br />AV-', ` E
<br />. \A
<br />1
<br />Professional Regulation.
<br />3. MISSILE IMPACT RESISTANCE
<br />Large missile Impact under section 1609.1.2 of the Florida Building Code, as per
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall boas Indicated on sheets 8,10,14,15,
<br />16,19, 25 and 26 of 20 of Product Evaluation Docurnent (P.E.D.), drawling No.
<br />.1
<br />.44167
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />been verified lbr compliance in accordance with the 2020 Seventh Edition of the
<br />SSTD 12-99 Standard and TAS 201.
<br />been verified 1br compliance In accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for ft purpose Intended
<br />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />? STATE OF
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />Product Evaluation Report prepared by Walter A. Tifift, Jr., P.E. (Florida License
<br />at least equivalent to that required by the Code.
<br />14, 15, 17, 18, 19. 20 25 and 20 of 26, of Product Evaluation Document (P.E.D.),
<br />T4 111ORID
<br />at least equivalent to that required by the Code.
<br />4. WIND LOADS RESISTANCE:
<br />No. 44167), President of Tlboo, Inc. (Florida CA-0006719).
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />drawing No. 20-178.
<br />5. INSTALLATION:
<br />XZA...
<br />S/0
<br />,i.""N 11 ",,ON
<br />111111011%
<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 cordillons
<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 />a Building Code change that may Its limitations and conditl ons
<br />Installation shall be performed strictly in accordance with details indicated on
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawling No. 20-175.
<br />,
<br />"0
<br />44 'AUN
<br />2. EVIDENCE SUBMITTED.
<br />sheets 3 thnu 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />VVATM.L
<br />D;� TILTECO ADMON RECORDSA P. E. REPORT.20 %GLOBAL PROTECTION PRODUCTS. LLC%20GAGE
<br />2. EVIDENCE SUSMrffED:
<br />Maximum Anchor Spacing shall be as indicated on sheets 5,9,10,11,13 thru IS
<br />and 18of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-IT5.
<br />IYA'
<br />2.1. PRODUCT EVALUATION DOCUMENTO-9"
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANELk DRWG Is M175 REPORT 920-07211.011
<br />24 Gage Galvanized Steal Storm Panel has been verified for code compliance to
<br />Drawing No. 20-176, thled "20 GAGE GALVANIZED STEEL STORM PANE1,21,
<br />sheets I thru 26 of 26 byTiltsoo, Inc,; signed and by Walter A.
<br />Indicated on sheets 8,14,16,25 and 26 of 28, of Product Evaluation Document
<br />(P. E.D.), drawling No. 20-176.
<br />Z1. PRODUCT EVALUATION DOCUMENT (P.E.D.)@
<br />Drawing No. 20-175, trded'24 GAGE GALVANIZED STEEL STORM PANEL*,
<br />work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard.
<br />WD:A%TT'1L1LrrCO ADMON RECORDS % P. E. REPORT.20 % GLU�AL PR/OS
<br />f4.45!N P AGE
<br />Enl§s
<br />prepared sealed
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part RA.1ple
<br />Evaluation Report, 11�00!%
<br />A. 7
<br />IIIIIIIIIIIIIN
<br />sheets I thru 18 of 18 prepared by Tiltow, Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E., dated 07127/2020. This drawing is an inteRk#AJ" 6gils
<br />Evaluation Report. 41
<br />q
<br />GALVANIVED STEFLSTORM PANEL %DRWG#20-175 REPORT*21)-OMN�4�t�4
<br />X
<br />rq, ONAL
<br />'E' 'A i
<br />A. T
<br />lip ....
<br />I - \�o ENse
<br />cc
<br />No 441 b7
<br />167
<br />1 -CIA STATE OF
<br />16 7
<br />7
<br />2 67
<br />-
<br />9, STAT OF
<br />40
<br />NO 0�� - "to ROk
<br />%
<br />0�. .. ORO
<br />... ...
<br />6355 NX 36th Street, Suite 305, Miaini, Florida 33166 - Phone: (305) 871-1530 - I
<br />A L
<br />6355 NX 36th Street Suite 105. MamL Florida 33166 - Phone: (305) 871 1 -1531
<br />NAL
<br />9MERAL
<br />8.3) IN CASIE THAT PRECAST SIONIE. OR PRECAST CONCRETE PANELS. MCCO OR WOW MOMS WE FWW OR 74E
<br />0 po 21 m mmom� � MINIM
<br />COSTING WALL ANCHORS SHALL WE UM EMMIGH TO IN" THE MAIN STRUCTURE BEHIND RICH PARILS
<br />I V=M PAMEL SHOWN ON MM "T IP E O'�r KEN VERIFIED FOR COMPLIANCE IN
<br />ANCHORAGE SHALL K AS monlamED IN 8A) AND IN 92).
<br />ACCORDAMM WITH THE ) 0, r=E.
<br />EDOONr
<br />�
<br />(C) SSI QRRI I 4�, MIN I.,
<br />OCSION WOO LOADS SMALL K DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED DOW.
<br />`IHE
<br />1/6 TAPCON MMOM As W"Ac"ItED W. 1M.M.M. 09.
<br />#14-10 PANELMATE FEMALE ID AND PANELAIRTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUXTION PROOLOCIS.
<br />F A WIND SPEED AS RDOJMV BY JURISDICTION WHERE
<br />OR , W
<br />FOR A DIRECTIONAUTY FACTOR Kd-0.95. USING AWE 7-16 AND SIOU.
<br />1/4 LAC SCREWS PER N.D.S.
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14, 15. lk 19 & 20�
<br />7/16*0 . 5/3' WOKID BUSHING, AS DISTRIBUTED By ALL POINT SCREW. SOLT & SPECIALTY 00
<br />IN ORDER TO VERIFY THE AWK CO"IDITION - ULTIMATE DESIGN WIND LOADS DETERMINED PER ASIDE 7-16
<br />C. I) &0&%A THINIADIED PENETRATION INTO WOM OF INVON AMCHORS SHALL WE 1 1/2' AND 2- FOR ELCO PANELMATE PLUS
<br />944L BE FIRST IMM TO AL&D. CONN WIND LONDII By MULTIPLYM; THEM By 0.6 IN ORDER TO
<br />AND PM41MALE FEMALE ID.
<br />COMPARE THESE W/ VAX. (&S D) OCOM PRESSURE RATINGS INDICATED ON SHIMETS 7 TIM 12. 14. 15. 16. 19 At 20.
<br />C.2) MINIMUM THREADED PENETRATION OF LAC SCRIEW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-- NO THREADED
<br />IN ORDER 10 VERIFY THAT ANCHORS ON THIS P-E.0 AS TESTED WERE NOT OWER STRESSED. A 3311 INCREASE IN ALLOWABLE
<br />MM FOR WIND LOAM WAS MM USED BY THEIR ANINLYSIS, FASTENERS SPACING TO WOOD HAS KEN DETERMINED IN
<br />PENETRATION INTO STUCCO SMALL BE CONSIDERED AS PART OF THE RE"" THRIENDED PDKMTMN.
<br />ACCORDANCE WITH N.D.S, 2015.
<br />C.3) MINIMUM EDGE DISTANCE Of LAC SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRMARC
<br />STORM PANEL'S ADEOUACY FOR 41PACT AND WOO RIESMANCE KM BEEN VERIP" Of ACCORDANCE WITH SECTION t626 Or
<br />THE ABD%t MENTIONED CODE AS PER HURRICANE ENIMEERMIG & TESTING INC. REPORTS 95-50. 26-570 Is 96-T30 AND
<br />C.4) MMMLIM PENETRATION Of WOOD BUSUC SMALL K 5/9-. 1/4- 0-20 SCREWS USED ShoUl OF I 11r LONG MINIMUM
<br />FENESTOMPON TESTING LAB. INC�. REPORTS J2032 At #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203.
<br />SHOLUD STUCCO EXIST. AND I* MMVJM FOR WMJ-S WITH NO STUCCO.
<br />AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT 10219.01-09, AS PER TAB 201. TAS 202 AND
<br />TAS M STANDARE'lir
<br />C.5) IN CAU THAT PRECAST SIVNE. OR PRECW CONCRETE PANELS, SIMCCO OR WOOD BOARDS WE FOUND ON THE DOPING
<br />2. ALL ALUMINUM WRLISKINS 10 WE 6011346 ALLOY 00 TEMPM WM OTHM94E NOTED) SEE 94MT 2.
<br />MLL ANCHORS 94ALL BE LONG END" TO REACH THE MAIN SPRUCTIME 8000 SUCH PANELS.
<br />MOORAGE SHALL BE AS MENTIONED IN CA). C-2) At CA)
<br />3 ALL ALk*W" SHEET METAL USED AT CLOSLINES SHALL HAVE 3105-HI4 ALLOY.
<br />(0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDAYMNS AND SPECIFICATIONS OF THE ANCHOR'S M"WACOINCIL
<br />4. ALL SMM SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL ASTIA A-6M GRADE 50 MONO.K G-60
<br />IL PANELS MAY AL90 BE INSTALLED HORLZONIALLY FOU40M INSTALLATION DETAILS SHOWN ON SECTION 3 THROLICH 10 (Swols 4
<br />OALYNAM STEEL DEMIGHATTION W/FY- 5" W WTEA Ram).
<br />THROUGH 6) EXCEPT THAT HEADERS (2) Is Q SlMUL NOT BE USEO�
<br />5. ALL SCAM TO BE STAMM STEEL 304 OR 316 AISI SDM OR OOMOSDN ROWANT COAYM CARBON SIM AS PER
<br />ol" 5GOIS W/ So WM YIELD STRENGTH AND 90 kW TENSILE STRIENVIN Is SHALL COMPLY W/ FLORIDA OJILDING CODE
<br />9. IT DOLL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNOMM OF THE STRI)CIM NEW SHVM IS TO BE
<br />SECTION 2411.3.3.4.
<br />ATTACHED TO INSURE PROPER ANCHORAGE- THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />BUILDINGS,
<br />5 BOLTS 10 BE AM A-307 GALV04ZM STEEL ON ATSI 304 SERIES STAMM STEEL. " 35 k. MNIMUIA YIELD
<br />STRENGTH,
<br />M EACH REG01,411 w PANEL WIN LENGTHS OVER Ir-6 THROLIGH 12'-4". AS PER SECTIONS 6. S. 9 & 10 AND ALTERIMINU 811.
<br />7 AN04M TO WALL 944LL BE AS FOLLOWS-
<br />9W & I OW ON SHEETS 5. 4 Alk 12 RESPEC17AELY; SMALL HAVE A LEGIBLE APO READILY VISIBLE MMOUNG INSTRUCTING OWNER Olt
<br />TOMMY TO SECURE P003 WITH APPLICABLE RUNFORCEMENT DURING PENODS OF HURRICANE WARNM
<br />(A) -M —
<br />M THE INIMALLATION CONTRACTOR IS TO SEAL/CAUU( ALL SHLITFER COMPONENT EDGCS WPOC14 REIAMH IN CONOMAJOUS CONTACT WITH
<br />TAV=MANCHM AS MANKIFACTLIRED BY I.T.W. GAMU)". PIC. (WL F3192 pi.)
<br />THE KIRDING TO PREVENT WIND/RAIN SIMP".
<br />1 /4 " 0 7/8' CALX-IN ANCHORS, AS 01 DENALI MIC. 111N. t.-3000 P..,L)
<br />1/4-. .114- SQUO-.ET . AS DISTRIBUTED BY ALL POINT SCREW. DOLT & SPECIALTY CO.
<br />12. SMAM PANEL INSTALLATION DOLL COMPLY WITH SPEM INDICATED IN THIS MWK PLUS ANY BUILDING AND ZONING REMUT04S
<br />PROMED BY THE AIRISDICTION WHERE POW 15 APPLIED TO
<br />(NIL r-3DOO
<br />#14-10 PANIEUMM FEMALE 0 & PANOMATF PLUS ANCHORS. AS MWXACRMM By ELOO CONSTRUCTION PRODUCTS,
<br />13. (a) THIS PRODUCT EVALUATION OOCLAIM (P-E.O.) PREPARED By THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
<br />(MAN. 1. 3330 p.- I.)
<br />1/4-0 CF TAP-CINP ANCHORS. AS "4UFX'TI.MED Ely TRU-FAST CORPORATION VC-3600 P..J.)
<br />FOR A SITE SPECIFIC PF"M I.*. WHOM THE SITE CONDITIONS OMTE FROM THE PZD.
<br />(b) CONTRACTOR TO K KWOSW IN THE SELECTION. PURCHASE AND INSTAIATION INCLUDING LIFE SAFETY Or THIS PRODUCT
<br />Al) AsMMuM URREDAMEM OF TAPCOm AHCHOWS INTO MM CONCRETE SHALL K 1 3/4-; 2- MR PANELAAftTlE TOWLE
<br />IMSED OR THIS PLO. PROADED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS; DETAILED a" THIS 9=Aeff.
<br />0 AND PANDIALTE PLUS AND 1 1/4' FOR CF TAP -CRP APICHORS.
<br />CONSTRUCTION SAFETY At SITE IS THE COUrRIC10" RESPONSIBILITY
<br />A.2) CALX-IN III SOUD-SEr M04ORS WALL WE EMBEDDED 7/3- INTO THE POLIWED CONKAM W EMBEDMENT INTO
<br />(c) THIS PRODUCT EVALLIATON DOCUMENT WILL BE CONSIDERED MAMA W MODIFIED.
<br />SKIC00 WALL BE PERWITIED. 1/4- 020 SCRIEWS USED SHAILL BE 1 1/2' LONG ARABIAN SHOULD SIX= DOTY,
<br />NO I' k*MN FOR WALLS WITH NO STU=. NO MAY BE HEADED SCREWS OR ALL INIREADED savEws W/O HEAD.
<br />(d) SITE SPEOF PROJECTS SAL WE PREPARED NY A FLORIDA REGISTERED VAIGINECIA Olt ARCHITECT WHICH WILL BECOME THE
<br />BUT WITH WING NVM
<br />-0 WILL BE REU"seu FOR THE
<br />A.31 IN CASE THAT PRECAST SIVAIE. PRECJW CONCRETE PANEL& Pk"S� STUCCO OR WOW BOARDS BE FOUND ON THE
<br />PL\RV,".=U,0Er 07TTE PIE Djt=r AS A DELEGAM ENGINEER TO THE
<br />P.EO ENIGINW, SMALL SUBM TO THIS LATTER THE SITE SPECIFIC OP"MM FOR REVIEW
<br />EXISTING WALL OR FLOOR. ANCIIORS SHALL BE LONG VIOUGH TO REACH THE MAIN STRUCTURE BEHIND SUN
<br />PANELS ANCHORAGE SKALL BE AS mo(TIONED IN ALI) AND IN &2).
<br />(a) INS P.E.D ' SHALL BEAR THE DAYE NO ORIGINAL SEAL NO SIGNATURE OF THE PROFESSIONAL
<br />ENGINEER Oi MOM DIAT PREPARED IT.
<br />go
<br />STAPOOM 1���& 'By
<br />IA. SHA.TrYEER VANLiFACTURER'S L MIEL SWLL BE LOCATED ON A READILY VISIBLE LOCATION AT SMIMI
<br />I /U49 am 1. T. W. SUILDEX, INC.
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.94 OF nXPIDA BUILDING CODE. ONE LABEL
<br />1/4� 0 , 71W CALK-111 ANCHORS. AS MA"ACTURIED BY DERALT INC. (ANN. f-c-1500 PA.Q
<br />SWLL BE PLACED FOR COW OPENING. LABELING TO COMPLY WITH SECTION 17094.2 OF THE
<br />/4'o X 3/4' SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. SOLT & SPMAL7Y CO.
<br />FLORIDA BtALDING CODE.
<br />("N - r-law P..�)
<br />THIS DRAWING IPIALL ONLY BE ED
<br />- J?4-10 PANELMATE FEMALE ID AND PANELM%TE PLUS ROOM, AS MANUFACTURED By ELOO CONSITILACTION
<br />*BIAIN PERMITS 0 THIE StATE : FU�ZDA
<br />PRODIACTS (Im. 1,..2071
<br />- 1/4' 0 OF TAP -GRIP ANCHORS, AS MANUFACTURED By TRILI-FAST CORPORAMAI
<br />40
<br />0.1) MINIMUM EMBEDMENT OF YAPCON ANCHORS. ELCO FAMELIMAYES AND CF TAP-GFNP ANCHOR. INTO THE
<br />FLOP40A 9U"M CODE (109h Woft
<br />BLOM UNIT SHALL BE 1 1/4". KMA0 MIM AWL 20 SAW GALVANW StEEL SM PMU
<br />MI. 4 47
<br />8.2) CAIX-IN At SOUD-SEr ANCHORS SHALL BE EMBEDDED 7/3' INTO THEE CONCRETIE BILLOMCK
<br />INTO STUCCO U44LL K PERMITTED. 1/4' �20 SCRIEWS USED SHALL BE 1 1/2- LOIAG
<br />EXIST. AM I' MINIMUM FOR WALLS WITH NO STUCCO STA
<br />n,, 11L11EC0-7\ PROTCI!� PTM1%
<br />INSTALLATION DETAILS FOR REGULAR PANELS(l) & (a
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES manarcans
<br />Com lasilm al
<br />=own A"'N"a
<br />Im wNum" CM
<br />aims a INNOUGH
<br />I* As—
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