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<br />PRODLIC-111TVALI-ArlIONREMORT30. 211,1=112 2
<br />PRODUCT 1l!VA1,U&TMftDXZQR12W_2JA= 3
<br />ILI INC\
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<br />TILLIT TESTING 11111, EMINEIRING COMiWW
<br />1 1.
<br />WA -Tr—HR _k T7LLrr, RL, P.E.
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<br />22-M-T RE PORTS:
<br />Large missile impact and fatigue load left were performed under Protocols TAS
<br />MMEWAL CHARACTE
<br />IL ROTMIAND ClIFICATIONA&
<br />Shall be strictly In accordance with General Notes and Components Indicated on
<br />TILLIT TESTING A ENGINEERING COMPANY
<br />. __ _____..._
<br />wALT&X._riuJT,'&,
<br />2,2- TEST REPOM
<br />Large missile Impact load tests were performed under SSTD 12-H standard as
<br />5. INATALL&TIONs
<br />Installation shall be performed strictly in accordance with details indicated on
<br />"=.0 44-167
<br />201, 203 as per section 1626 of the Florida Building Code. Unftrm static loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P. E. D.), drawing
<br />rx, tilt000@Bol.com
<br />PRODUCT FXALUATION REPORT ".PX UvImAIN,, 44Ld?
<br />per section 1609. 1.2 of the Florida Building Code. Uniform static loads as per
<br />sheets 3 thru 8, 12 thru 18 of 1 8. of Prod uct Evaluation Document (P.E. D.),
<br />n C & U_ M. 01106.1 IT,
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No-20-176. Anchor specifications shall be as Indicated on ishoeft 1. 7 and 21 of
<br />ILCA, LKWORT %..:hWyf9
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />drawing No. 20-173. Minimum separation to glass shall be as indicated on
<br />Testing, Inc., Reports # 96-Seg dated 08/0911995, #9&5TO dated 0911811996,
<br />26, of Product Evaluation Document (REM.). drawing No. 20-17111,
<br />Lab of South Florida, Report # 0814.01-Di dated 03/11102 witnessed by William
<br />sheets 3, 6, 13, 14, 1 5, 15 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. Medina,
<br />P.E., Fames"Ition Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
<br />REPORT NO.: 20-0727.02
<br />R. Mohner, P.E., Borlz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 26, 2009, signed and soiled by Edrnundo
<br />(P.E.D.), drawing No. 20-175.
<br /># 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. ONS AND CONDITIQNS OF Uff.
<br />DATE: July 27, 2020
<br />Largaespods, P.E. and Henry Hattaim, P.E. Large missile Impact and cyclic
<br />REPORT NO.: 2"720.01
<br />0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada,
<br />loadings per Protocols TAS 201 & 203 as per section 1500.1.2 of the Florida
<br />tMATMAL CRARACIERISMICS AND SPECIFICATUM
<br />DATE: July 28, 2020
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shell be strictly in compliance with General Notes No. 1, 8 Vn 14, indicated
<br />on shoal I of 26, as well as General Notes # I thru 4 and I 1 thru I 6, indicated
<br />PRODUCT CATEGORY: Shutters
<br />Building Code. Test Report prepared by American Testing Lab ofSouth Florida,
<br />Report No. 11 23.DI-10, dated November23, 2010, signed and sealed by Julio E.
<br />Shall be strk* In accordance with, Gen" Notes and Components indicated on
<br />sheet 1 and 2 of 1 8, of Product Evaluation Document (P.E.D.), drawing No.
<br />PRODUCT CATEGORY: Shutters.
<br />Tensile test report No. DCM-197 by OC Metallurgical, Inc., dated March 13, 2009.
<br />signed and sealed by Frank Grate, P.E.
<br />on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />PRODUCT SUB-CATEGOITY: Storm Pariels
<br />Gonzalez, P.E.
<br />20-178.
<br />PRODUCT 111111US-CATEGORY: Storm Pomels
<br />LI-RRUCTURAL ENQth[EE8ftQ9ALGUL&TMM
<br />,
<br />prepared by Tilteco, Inc. and signed and sealed by Waiter A. TOIL Jr., P. E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCT NAMIE; 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />Tensile test report No. BCM-198 by OC Metallurgical, Inc., dated March 13.2009,
<br />signed and sealed by Frank Grate, RE, as per ASTM E-S and Tensile Teat as
<br />Anchor specifications shall be as Indicated on sheet I of I 8, of Prod uct
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />PRODUCTNAME: 20 GAGE GAILVANIZED STEEL STORM PANEL
<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 />defflned on section 162U.2 of the Florida Building Code.
<br />per OC Metallurgical Report No. 1 OKMA 318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaclofano. P.E. as per ASTM E-R.
<br />.
<br />MANUFACTURER. QWnI PraMon EMMIGUIL"
<br />length based on rational and comparative analysis, and In accordance with
<br />section 181 0 ofthe Florida Building Code. Calculations prepared by 7111teco, Inc.,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />MANUFACTURER: Global P
<br />4800 S.W. 51 Street
<br />2-3-MU!:TURALE GINEERINZICIMULAIJONSe
<br />7-1111111111TATIO RAND CONDMONS OF USER
<br />4800 S.W. 51 Street
<br />Davie, Flodda33314
<br />dated 11/03/08 and 03/12116, signed and sealed by Walter A. Tillit, Jr., RE.
<br />wood tam* structures.
<br />Davie, Florida 33314
<br />On 24 Gap Galvanized Sleet Storm Panel for maximum panel length va, de*n
<br />7.1. Shall be altrictly In compliance with General Notes No. 1, 8 thru 14, Indicated
<br />1. PURPOSE OF EVALUMION,
<br />I MISSILE IMPACI RESISTANCE.
<br />Product Evaluation Report props red by Walter A. Tillft, Jr.. P.E. (Florida License
<br />1. PURPORE OF EVALU&TION:
<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 />on shoat I of 18 of Product Evaluation Document (P.E,D.). drawing No. 20-175
<br />prepared by Tlftco, Inc. and signed and seated by Walter A. 711111. Jr.. P.E.
<br />This is a Product Evaluation Report Issued by Walter A. T11111t, Jr., P.E. (System
<br />Large missile Impact under section 1826 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilteco, Inc. (Florida CX0006719),
<br />This is a Product Evaluation Report Issued by Waftr A. Tllllt Jr., P.E. (System
<br />section 1804 of the Florida Build Ing Code. Colculallons prepared byTiltsoo,
<br />Inc., dated 12/1 SMO, and OM7/13 (lbr this revision), signed and sealed by Walter
<br />ID # 190a) to the Global Protection Products, LLC, Rule Chapter No.
<br />ID # 1900) to the Global Protection Products, LLC, Rule Chapter No.
<br />A Tillit Jr., P.E.
<br />7.2. Product shall notbe Installed within HIGH VELOCITY HURRICANE ZONES
<br />01 020-3, Method I 0 of the Florida Department of Business and
<br />4,, V0140 LOAD$ RESISTMM
<br />,%k%%I"AII4N##",
<br />0,
<br />�!.1144��
<br />�
<br />61820-3, Method ID of the Florida Department of Business and
<br />as defined on sedlon 1020.2 of the Florida Building Code.
<br />Prollessfainall Ragulaillon.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />�J
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<br />Professional Regulation.
<br />3. MWILE IMPACIAMITMCM
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall bear. Indicated on shofsts$, 10, 14, 16,
<br />16. 19. 25 and 26 art 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />_ I -.1 %
<br />I .. ,::� --4- i��. 44167 1-
<br />This product Is bein
<br />_g Issued an Evaluation Report as described herein, and has
<br />Large misaille Impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />wood frarm structures.
<br />bow veMW lbr compliance In accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verity that the product Is lbr the purpose into nded
<br />20-170. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 1 1.
<br />,
<br />".i %* .*
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<br />�, &,Wz- r ,Z%p-�_, OF
<br />been verillid for compliance In accordance with the 2020 Seventh Edition of the
<br />Floddo Building Code, and to veft that the product Is for the purpose Intended
<br />Product Evaluation Report prepared by WakerA. T1111t, Jr,, P.E. (Florida License
<br />at least equivalent to that required by the Cbde.
<br />14, 15, 1 7. 18, 19, 20 a and 26 of 26. Of Product Evaluation Document (P.E.D.),
<br />drawling No. 20-176.
<br />S ..4;6tr
<br />- I .1
<br />I/ -[ - Vn;... FJORID11%..,.
<br />at least equivalent to that required by the Code.
<br />4. MND LOADS RESISTANCE*
<br />No. 44i 6A President of 711teco, Inc. (Florida CA4M71 9).
<br />This Product Evaluation Report shall be subject to revie w and revision In case of
<br />a BuRdirV Code change that may affect b limitations and conditions
<br />5. INSTALLATION,
<br />,
<br />, *�- �
<br />� r�.' * - - Nk� rs
<br />%, S/0 I A 4
<br />7/0"11111111111%
<br />This Product Eve luation Report shell be subject to review and revision In case of
<br />a Building Code change that may affect Its limitations and conditions
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall boas lndirAted on shooftS, 9, 10, 11,
<br />It 4111110 I
<br />A."I'l
<br />Installation shall be performed strictly in accordance with details indicated on
<br />WWRILL
<br />12 and 17 of 18 of Product Evaluation Documord (P.E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing
<br />1. ....
<br />. .1'"i"
<br />. ,
<br />2. EVIDENCE SUBMITTEM
<br />2.1. PRODUCT EVALL1nON_DMUMEn(EX."
<br />shoots 3 thru 7, I 0 thru 2D, 23, 24 and 26 of 26, of Product F
<br />-valuation Document
<br />(P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />D�`i TILTECO ADMON RIECOROG I P. E. REPORT.20 kOLOM PROTECTION PRODUCTS, LLC 1 20 19AGE
<br />"YAN90 STT:EL STORM PANELkORWGTS20-1?B%R5poRT#2"n"J
<br />2. MDENCE SUE1111111117TTED!
<br />shall be as Indicated on shoots 5, 9, I 0, I 1, I 3 thru 16
<br />and 18 of 18, ofFroduct Evaluation Document (RE.D.), drawing No. 20-175.
<br />I . I '%.,
<br />CD .. -_,... * �
<br />_/__ . - 7 I.
<br />Drawing No. 20-176, Ittled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />shoots 1 thru 26 of 26 prepared by T'itteco, Inc.; signed and sealed by Wetter A.
<br />Tillit, Jr-, P.E.; dated 07128/2020. This is
<br />Indicated on shoots S. 14,16, 26 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-ITO.
<br />2.1. PRODUCT EVALUATION OOCUMENTAP=,
<br />Drawing No. 20-117111, tffled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 by"nIteco, Inc,; by Walter A.
<br />24 Gage Galvanized Steel Storm Pariall has been vertfled for aide compliance to
<br />work as a non -porous storm shutter assembly, as per SSM 12-99 Standard.
<br />7/0, :
<br />* .*
<br />WAnU — P *id " GE
<br />D!� TILTECO AQUON RECOFI IIp, E, REPORT.20 k QLQI�AL C �p , L. " I
<br />GALVNMD MU STORM PANEL IIDRTYG#20-176� W Fn Kin S 011 -
<br />drawing an integral part
<br />OW001181
<br />Evaluation Report, IF$
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<br />6355N.W36thSU,M,Sidw3O3,Mituni.Flori4a33166-Phmc:(305)871-11530- Q11
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<br />055 N.W. 36th StrI Suite 305, Nfiami, Florida 33166 - Phow: (305) 871- -1531
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<br />a" NOTIM:
<br />2 3) 09 CAM THAT PKCAST STOW. OR MKCAV CONCRETE PAMELS. STUCCO OR WOW BOARDS BE FCVNO ON THE
<br />. SIT �
<br />CXSYM WALL. ANCHORS SHALL BE LOW DMP TO MAW THE Mis STRUCTLaTE BEHIND 3" PANELS.
<br />� SrOOM PANEL SHIM ON THIS PRODUCT MIATION DOCUMENT (PEA.) HAS KEN VERIFIED FOR COMPLIANCE ,N
<br />ANCHORAGIC IKAU BE AS MENTIONED N 11.1) AND IN 8.2).
<br />ACCORDANCE WITH THE 20110 (M EDITION) Of THE FLORIDA SAAM CODE
<br />mk-Vuam .
<br />rC) !oIC/=41
<br />DESM WAID LOADS SOMLL K DETERMINED 03 PER SECITM 1110FOOF 7K ABOVE MENTFOOSEA COCC
<br />104 *00 AS Y TWUIS.4 RS W=ALL
<br />THCH! 0 ""o
<br />YAPCWM MADWILWJSPUA22M ;_ I 10, ft, .. .
<br />- #14-10 PNdU$Alt r[MALL TO AM PANIELMAIT PLUS ANCHORS. AS WAWACrURED Oft [LOU CONSTRUCTION PRODUCTS
<br />: ETICEEWILI
<br />TAAEC=0, =Z8 ,_,= Mr
<br />FOR SHALL a THE UM �111 D.)
<br />006 W=M
<br />- 1/4 9 - SCREWS PEN "MS.
<br />OESON PRESSUFS RATINGS INDICATED ON SHIM 7 l�ft 12. is, 15. 16, 16 & 20.
<br />- ?/14'0 � ble WOOD BUSHM. AS DISTRIBUTED BY ALL PW SCREW. SCOT OR SPECIALTY CO.
<br />IN ORDER 70 VOW'l THE ASOAFE CONDITION ' LATIUM OFSKIN WIND LOAN DETERMINED PER ASM 7-10
<br />SHAU K FIRST AI TO AS O� DESIGN WIND LOADS Ff MULTIPLYM THEM BY a 6 IN DIFIDER TO
<br />C 1) MHMIM,WI THREADED OWRATON INTO WOOD OFTA"CON ANCHORS SHALL HE I 1/7' AND 2- FOR ELCQ PANOMMATE PLUS
<br />COMPARE THESS W/ MAX (AS*) 01" PRIESSAIIE RATIMM NWATVO ON SHEETS 7 THRU 12, 14, 15, 16. It OR 24.
<br />AND PANCUME FEMALE 0.
<br />IN CAM TO VCRIFY 7MT ANCHORS ON THIS P EZ AS TESTED WERE NUT URN STRESSED. A 33S "M A ^LOU"
<br />C 2) W4MV THREADED PENETRATION OF LAC SCREW, "M T1* WOOD rRMOE tW SHALL K t 1/2- No "EMU
<br />PENETRATION NVO STUCCO SHALL K ODMIRCERED AS PAM OF THE SEQUINED THREADED PCACYAAT*TL
<br />STRM FOR WWQ LOOM WAS W1 USED IN MM MAALYSM. rAPOSM SPWJNC TO WOOD Ka KV4 DETERMINED IN
<br />ACCORDANCE WITH HAS. 2010.
<br />C3) WIMM FIDAM DISTANCE OF LAO SCREWS. INTO WON SMALL BE AS ONDICATED IN THIS DOW=
<br />MM PANWS AQEOLAACY FOR IMPACT AND WOO PnWM= HAS KEN VERIFIED W ACCORDANCE WITH SECT" 1626 OF
<br />THE ADM MENTIONED CODE AS PON HURRICANE DOWEADING IN TESTIM0 INC. REPORT 11111-24111. WS?O & 09-7.10 AND
<br />CA) MINIMUM PENETRATION OF WOOD SUSNAI SHALL IBE Vir 1/4' 0-20 SCFSEWS USED SHALL Se I 1/2- LOAD I - U
<br />FEwsmom Tnim LAB AMC, mommis #2D32 a Ov2s . As PROTOCOLS TAs-2oi, FAs-m2 AND Y%s-aw
<br />SHOULD S11=0 EXIST. AND V MINIMUM FOR WALLS WITH NO STUCCO
<br />*S WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT! 0WIVAI-09, AS PER IAS 201. TAS 207 AND
<br />YAS "3 STANDARDS.
<br />C 5) IN CASE THAT PRECW STOW OR PPIDGAW CONCRETE PANELS. STUCCO OR WOOD BOARDS K FOUND ON THE VINSPNOt
<br />2 ALL ALUMINUM EKTKUSIONS TO BE 6063-TS ALLOY Am TEMPER. (UNLESS OTWWWW NOTIC). SEE VIM Z
<br />WALL. MCHM SHOOT K LONC EMOUG14 10 REACH THE MAW STRUCTURE WOO SUCH PANELS
<br />44040RACE SHALL BE AS MENTIONED IN C, I) , C2) 0 C4)
<br />3 ALL ALUMINUM SHEET METAL USED A? CLOSURES SHALL kFFE 3105-1414 MAJOY.
<br />(0) AMCHM SMALL IS ONSTAUED FOLLOWING ALL OF THE MECOWWNOAT04 AND SPECIFICATIONS OF THE ANOM'S MU%WMTTAtCA
<br />4 ALL STEEL SMEV! METAL POO" SHALL HAW STRUCTURAL QUAVITY STUL ASTM A-653 CRADE -4 MINIMUM. G-110
<br />OAL%WUM STEEL CIESIONATNON */TV. BiLS M, tAFTER nOLLCM
<br />91, PANELS MAY ALM K INSTALLED MORWOMMLf FOLLOOK INSTALLATION DICIALS boom ON sErnom 3 TAACUGFF To (STWEYD *
<br />tWROLOOH 6) VXCIFIFF THAI HEADERS MAI 0 VOU NOT K USED
<br />3. ALL !ICAM TO K VAINUESS STEEL 304 OR 318 AISTI INUTIn OR CORROSION RESISTANT COXW CARBON SIM AS PER
<br />OW ONIS W 414 III, SHALL COMPLY W/ FLOSW OLKO" CWE
<br />AN YIELD &7W4TH AND SID hSI TEAM IFFROF
<br />1 11 SMALL BE 1W RESPONSIBILITY OF THE CONTRA" 10 VEAVY THE SOUNDNESS OF IMF STRUCTURE WHERE SHVITEIR IS TD BE
<br />11�50
<br />SFCrION 2- .3.4.
<br />ATIFACKED TO INSLAIE PROPER ANCHORAGE TOM SHUTTER SHALL OKY RE ATTACHED TO CONCRIETIC BLOCK OR WOOD FROAOF
<br />VUCDMM
<br />6 BOLTS TO K ASIM A-307 MIIANIZED STEEL. OR APSI 304 WKS STAft= S11JEL. WITH 30 FAW tON"N YW
<br />Sllffwmx�
<br />10 EACH FINIGULN't STORM PANEL WM LVATTIAS OVER W-9 THROUGH t2',1% AS PER SECTONTS 0, 9. I & TO AND ALTE04QMM VA,
<br />7 ANCHORS TO WALL DOW BE AS FOU.0415,
<br />SIR OR IOW ON SHUTS S, 6 FIT 12 PIESPECTAIELY. SNIRA K011 A LEGW AND READILY V&Wt WJMMC INSWLKIM OWNER OR
<br />TMW TO SECURE POTN" WITH APPLICABLE REINFORCEMENT OUVITHID PETITION Of HURRICANE! WARNING
<br />(A) tQJaloMWLf99JQ_t2rJM
<br />I I THE INSVII.LATION CONTRACTOR IS TO SEAL/CAULk ALL SHUTTER COMPONENT UTM WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />1/4-0 TAPCON ANCHORS AS MANUFACTURED BY ITV BUKM, PIC (M. 1`31 02 ",)
<br />THE BUILDING TO PRICKIC WND/" INTRUSION
<br />_ ,/4* 0 , 7/6 * Ckg-ft ANCHOOM AS MITHOACIURIED BY OCIAMILT 14C. (MTN. ?*0-3000 P*L)
<br />- 1/., , 3/41� SOUOU7 ANCHORS, AS DISTRIBUTED BY ALL PONT SO", TOORt & SPECIALTY Go
<br />12 STORM POPIEL INSTALLATION VL94L COMPLY WITH SPIDCS INCICAICO IN THIS O$tAWAG PLUS ANY BUILDING AM ZONING PWOULATIONTS
<br />(min r..,= II
<br />PWMW BY THE JURISDICTION WHERE POW It APPLIED TO
<br />- #14- 10 PAWLMATE IFEMAII TO & PAN91MATF PLUS ANCHORS. AS MA"ACTURM By ELCO CONSTRUCTION PRODUCTS,
<br />'too 1. I3330 pa.Q
<br />13 (4) THIS PRODUCT EVALUATION OOCUMEW IP I! D) MIEPAFMD BY DO ENCROCEIR 4 WOOK A140 DOES MOT PROMITE INrOMRAt*N
<br />_ 1/4 . 0 CIF TAP-01111P ANCHORS. AS MANVACIURED By 111U-FAST COW"ArQN (f'%O0 IF.".)
<br />FOR A SITE SPECIFIC PROTECT. I@. WMM THE SnI. COOKATONS OrMtf rMW T14E P E.0
<br />AT) mum EMBEDMENT or TRACM ANCHORS, wro CONCRETE SHALL K 1 3/4': 2' FOR PAMELIARIf FEROU
<br />(6) CONTRACTOR TOFSTE RESPONSIBLE FOR FOE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFM Or THIS PRODUCT
<br />Dow ON "a 1, 0 "GIADED NEVSHE DOES; HOT Cowlt TRW THE CONDITIONS CaALCD am THIS wumm
<br />0 AM PANOMALTE PLUS AND 1 i14- FOR CF TAP-OISP M04ORS
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RCIPOWAKJW.
<br />A.2) C41.14-IN III SOUP-SE7 ANC4$M MOLL HE [WEMED 7/8' INFIC THE POURED CONCRETE NO EMBSOMENT! OHIO
<br />(�) THIS PRODUCT EMUK11004 DOCUMENT 411111 K CONSIDERED IM4AUQ IF MOW"
<br />STUCCO SKILL OF PERMITTED 1/# * 0-20 SCRE" USED SHALL K 1 1/2' LOAD MONUM SHOULD STUCCO COST.
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<br />40 I' MOORKIN FOR WALLS WITH STUCCO. AND MAY Or NEACED, SCONEWS OR ALL YMWADED SCREWS W/O WAD.
<br />(d) SIR SPECIFIC AMXJM SHALL K PREPARED 91 A FLOM= REGMTEM ENGINEER 00 ARCKIIVCT WHICH WILL BECOME THE
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<br />EMMM Or RECORD ([.OJL) MR IFIE PONWECT AND WHO TAU. K ROPORSW 110* THE
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<br />& 3) IN CAN THAT PP=AST STORE. FORECAST CONMETE PANELS. P*VM STUCCO OR FROOD MODS RE FOUND ON TWI
<br />PEA. ENGINEER, SHALL StOM ID THIS LAMP THE SRE SPECIFIC OAWNGS FOR NEVOIEV,
<br />DINITINC WALL 00 MOCK ANCHORS SKALL K LONG ENOUGH TO MACH THE MAN STRUCTURE KHM SUCH
<br />PANELS WAORACE SIM" RE AS MENTIONED AN A I) AND OF A.2).
<br />(0) THIS PC 0 SHALL BEAR THE DATE MO CARDINAL XAL AND 50"nft OF THIL PROMSSIOMAIL
<br />ENGINEER OF PETM WX PREPARED IT
<br />(S) !Coc%WING CONCRETE .f���
<br />/4' 0 TAPCON ANCHORS AS M~ACiUFIED IST I T OR SULM, INC.
<br />14 SHUM MANUFACTUII LAB" SHALL BE LOCATED ON A READILY YMOZ LOCA`n0h AT $TRW
<br />PANEL SHVITER IN ACCOIRDANCE FIRM SECTION i7oo.9.3 or n(TITICA SWILDING OWL ONE LABEL
<br />- I/V 0 * 7/3" CALA-M ANCHORS. AS WI#XACTUOM IN DEWALT DOC, (IFFM re;1500 P.A.)
<br />SHALL Be PLACCO FOR rA'" OPENIONC LASELING TO COMPLY "H SECTION TICS 9 2 OF FWE
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<br />- 1/4-8 3/4' SOUD-SEF ANCHORS. AS OMIROM BY ALL PON? SCREW. UOLt SPECIALTY 00
<br />FLORIDA sLo.am CODE
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