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<br />TILLS TE1 1 8 ENOINEEagtiti CDNIPJ1111Y
<br />PREODUCT UA1*T._nWRE?Llrt'NQ- III&.:..a1 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 1628 of the Florida Building Code. Uniform static loads
<br />ERMI)C EEYA_3 UATFOIE �FPC1a'r KU 2_ti'+SA m 3
<br />S. MATERIAL CHARACTERISTICS AND SPECIFICATIONS•
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet 1, 2 and 22 of 28, of Product Evaluation Document (P.E.D.), drawing
<br />1 L ECO IINc.
<br />Tour TeI I & lNo1N!ll1ltYEi COMPANY
<br />PRODUCTRIVAI(;ATI N IMORTrn. 24327 �+ 2
<br />2 a TEST REPORTS:
<br />Large missile Impact load tests were performed under SSTD 12-M standard as
<br />per section 1809.1.2 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 18 of 18, of Product Evaluation Document (P.E.D.),
<br />WAT.TRR A..
<br />T1LI1T TR F.E.p6. �,
<br />r.P�. `cl.,.°�°x°:'u,Ar
<br />NI
<br />wAtaraR TiGLrI to , tJw 12DOQaDI.aDm
<br />PRODUtUT EVALUATION REPORT �•P•£ >1,1.»N, �ai�,
<br />'LCAL:,R..NR.M•DN719
<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 />YLI.A. Wen W.00e6719
<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 # 96-509 dated 08/0911996, #96-570 dated 0911.8/1996,
<br />26, of Product Evaluation Document (P.E.D.). drawing No. 20-176.
<br />Lab of South Florida, Report # 0814.01-01 dated 03/11102 witnessed by William
<br />sheets 3, 6, 13, 14, 15, 18 and 18 of 18, of Product Evaluation Document
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09/2OM996, all three signed and sealed by Hector M. Medina,
<br />REPORTNO : 20.0727 02
<br />R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />(P.E.D.), drawing No. 20-175.
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411811998 and
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br /># 2126 dated 10/05/1 SIN witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONS OF USE•
<br />DATE: July 27, 2020
<br />Largaespado, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />REPORT NO.: 30-0728.01
<br />0219.01-09. dated March 4, 2000, signed and sealed by Edmundo Largaespoda,
<br />P.E. andattem, P.E.
<br />Henry�rY
<br />7.1. Shell be strictly in compliance with General Notes No. 1, 8 thru t 4, indicated
<br />PRODUCT CATEGORY: Shutters
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida
<br />Building Code. Test Report prepared i y American Testing Lab of South Florida,
<br />&VATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<br />Shall be strictly in
<br />ctly accordance with General Notes and Components indicated on
<br />DATE: July 2a, 2020
<br />sheet 1 of 2B, as well as General Notes # 1 thru 4 and 11 thru 18, indicated
<br />Report No. 1123.0140, dated November23, 2010, signed and sealed by JUNO E.
<br />Gonzal P E
<br />sheet 1 and 2 of 18 ProductP.E.D. of Evaluation Document
<br />(P.E.D.). drawing No,
<br />Tensile test report
<br />report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2000.
<br />on sheet 21 cf 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />20-175.
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />P�� by 77Reco, Inc. and signed and sealed by Walter A. 'Tiilit, Jr., P.E.
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009,
<br />Anchorspecifications shall be as Indicated on sheet 1 of 18, of Product
<br />PRODUCTSUB-CATEGORY; Stem, panels
<br />2.3 STRUCTURAL ENGINEERING CALCU ATION&
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />7.2. Product may be installed within HiGH VELOCITY HURRICANE ZONES as
<br />defined on section 1820.2 of the Florida Building Code.
<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. 1 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 />wind bad, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Global Protection Products. LLC
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />MANUFACTURER
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 ofthe Florida Building Code. Cak:ulations prepared by Tilleco, Inc.,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />48DO S.W. 51 Street
<br />Davis, Florida 33314
<br />2.3. S*QUGTImes ENGINEERING CALCULATIONS:
<br />7. LIMITATIONS AND CONDMONS OF USE:
<br />4WD S.W. 51 Street
<br />Davie, Fbrida33314
<br />dated 11/03100 and 03112 IS, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />On 24 Gage Galvanized Steel Storm Penal for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />7.1. Shall be strictly in compliance with General Notes No.1, 8 thru 14, Indicated
<br />PURPOSE_
<br />3. MISSILE IMPACT RESISTANCE
<br />Product Evaluation R
<br />Report prepared by Wetter A. Tiitit, Jr.. P.E. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />length based on rational and comparative analysis, and in accordance with
<br />on sheet 1 of 18 of Product Evaluation Document (RED.), drawing No. 20-175
<br />prepared by Tilteco, Inc and signed and sealed by Waiter A TiIIR, Jr., P.E.
<br />1 OF EVALUATION:
<br />This is a Product Evaluation Report Issued by wafter A. Tlllit, Jr., P.E. (System
<br />Large missile Impact under section 1526 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />This is a Product Evaluation Report Issued Walter A. Tlllit, Jr., P.E. (System
<br />�`
<br />ID # 1908) to the Global Protection Products, LLC, Rule Chapter No.
<br />section d 12 of the Florida Building Code. Calculations signed prepared by Walter
<br />Inc., dated 12/i 8110 and t18/27H3 (for this revision), signed aril sealed by Walter
<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 />81G20-3, Method 1 D of the Florida Department of Business and
<br />4. WIND LOADS RESISTANCE:
<br />Ia`IIAp"T114
<br />61 G20-3, Method I of the Florlda Department of Business and
<br />A. Tlllit, Jr., RE,
<br />as defined on section 1820.2 of the Florida Building Coda,
<br />ProtassiatatO'
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />�� ...,(!per
<br />y�4 •''vGENSF' •.
<br />Professional Regulation.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section le0g.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
<br />This product is tieing Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall boas indicated on sheets 8,10, 14, 15,This
<br />44167 ';
<br />product is being issued an Evaltlatlon Report as described herein, and has
<br />SSTD 12-99 Standard and TAS 201.
<br />structures.
<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 />of bast equivalent to that requited by the Code.
<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 />19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),at
<br />drawing No. 20.17C
<br />it ° *
<br />�1_ TEOF
<br />*A::'-. tOR%
<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 />least equivalent to that required by the Code.
<br />4. WIND LOADS RESISTANCE:
<br />Product Evaluation Report prepared by Walter A. Tfillt, Jr., P.E. (Florida License
<br />No. 44187 , P14,15,17,18,
<br />) resident of Tliteco, Inc. Florida CA-=6719 .
<br />This Product Evaluation R
<br />Report shall be subject to review and revision In case of
<br />e Building Coda charge that may affect Its limitations and conditions
<br />S. INSTALL TA ION:
<br />. .... NAL ti�
<br />;9 q1a
<br />NN111110
<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 />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shell 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 />,NVµM(NII
<br />w P A
<br />� pv
<br />Installation shall be performed strictly in accordance with details indicated on
<br />aY\Tv.L.
<br />Maximum Anchor Spacing be indicated 5, 9,10,11,13 thru 16
<br />3A; CEN :,9
<br />Z- EVIDENCE SUBMITTED:
<br />sheets 3 thRt 7,10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document
<br />D:1 TILTECO ADMON RECORDS \P. E. REPORT.20 \ GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />2• EVIDENCE SUBMITTED:
<br />shall as on sheets
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7 �.
<br />2.1. PRODUCT EVALUATION CUMENT P.EA:t:
<br />DQ /
<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 28, of Product Evaluation Document
<br />GALVANIZED STEEL
<br />2.1. PRODUCT EVALUAi3ON DOCUMENT (P.E.b.f:
<br />24 G age Galvanized Steel Storm Panel has heart vertfled for code compliance to
<br />m
<br />'� Z; *.
<br />Drawing No. 20-176, ttled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 Prepared by Tilteco, Inc.; signed and seated b Walter A.
<br />y
<br />Tlllit, Jr., P.E.; 07/28/2020. This drawing Is
<br />(P. EA.), drawing No 20.176.
<br />Drawing No. 20-175, titled `24 GAGE 6ALVANIZEI? STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />work as a non roue storm shutter assembly, as
<br />po y, per, SSTD 12-09 Standard
<br />wATTLI �`•�
<br />, oft P1 Ll OD3 AGE
<br />D:1 TILTECO ADMON RECORD81 P, E. REPbRT.401 OL AL Aft
<br />GALVANIZED STEEL STORM PANEL \ DRwcs2a1751 REPORTS �m27 CCCCO����C''' ID ,: '„::ttii
<br />dated o/}h
<br />an integral pa NRf10Nffllip
<br />Evaluation Report, NN1r
<br />• ? A:.r/(lip
<br />- 3': ' 10ENSF
<br />AN�11fOen
<br />�,e++ R A. T(
<br />�� 6 N3 /r�9
<br />'ZA• !
<br />Tillit, Jr., P.E,; dated 0712712020. This drawing is an into �+�415
<br />Evaluation Report. a a tE ..... k,�
<br />�''' t; N' ✓
<br />aaIIII
<br />,��A• Tlj
<br />t3EN r`�9
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<br />No.44i67
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<br />�Orr11N�A1r�1`1�r'
<br />6355 N.W. 36th Street, Suite 303, Miami, Florida 33166 - Phone: (305) 871-]530 Plal�w>k) $4 , 1
<br />' ;QNA; 1``��
<br />6355 iV.W. 36th Street, Suite 305, Miami Florida 33166 -Phone: (305) 871-1 ? tp(3f �$/�1-[ 531
<br />".NNYINIII
<br />I/IIIt1111N1
<br />20911�.11.afri.
<br />0.3) M CASE THAT PRECAST SLOIE, OR PRECAST CONCRETE FOGS, SRICCO OR MOD WARDIT BE FOURO GH THE
<br />EtaI - MILL. ANCHORS SAL WE LOW BMW To REACH THE MAIN SIItlKTUE BEHPO SUCH FAMOUS,
<br />1, 1101M PANEL SHOWN d/ Tfi PRODUCT EMM.UOIOI DOCU11elT (PLD.) HiAW2 BEEN VERIFIED FOR COMPLIANCE M
<br />ANCHORAGE SMALL BE M IE?IIIONED w B.1) Alp N B2).
<br />ACCORDANCE MIN THE 2000 (7N EOIIION) OF TE RaRIDA NAtONNG CODE
<br />(C) ro oo m them 0■ SPIENME 0RN•IY. D . ox NWH1•
<br />ON ALLIto BE DE RI PER 18400E THE MOPE MENTIONED COOL
<br />- ,/4'• TAPCON ANCHORS, M MANUFACTURED BY I.T.M. 11ALOM INC.
<br />- // -10 M NELMATE FEMALE 0 AND PANETLATE PLUS AINCMORL M MANUFACTURED BY DAD OMbTRUCIgN PWODUCM
<br />FORWORD ON RON
<br />FOR A YRIp SPEED M R[OUARED BY TIE .IUwIS01CilON METE 11EWE S►AIIIERS WRL S N,TALLED Alp
<br />PEED S BY THE
<br />FORA 08EC10N LRY FACTOR Kd.M. USING ASCE 7-1a AND SHALL NOT C1OE7E0 lllf MA101RR1 (AS.D.)
<br />- 1/{Y LAD SCRESB PER N.D.S.
<br />OEM PRESSURE MTpS NDIDOED ON SHEETS 7 T RU 11, 14. IS. 10. 1I t 20.
<br />_ 7/teY R S/W' WOOD BI6NSIG. M 06INSlIIFD BY AM PONE SCREW, BOLT A SPECMItt CO.
<br />w ORDER 10 VEAPY THE ADM CONWM, ULTIMATE OLSON WM LOWS CETER 04ED PER ASCE 7-14
<br />SMALL BE FIST REDUCED TO AS.O. CESGH WIND LAIRDS BY MM71PLYM THEM/ BY 0.4 N MO TO
<br />C.1) DEO rill WOOD a TAPCON ANCHORS S1Otl HE , 1/2• AND 2' FOR ElCO PANEINATE PLUS
<br />COMPARE THESE W/ MAX FASD) OEM PRESSURE MOOS E'00ATID ON SHEETS 7 THIN) 12. 14. 15. te, 19 k 20.MINIMUM
<br />A•'O M"�'•EE FFAAE O.
<br />AM PA LWAL FEMALE
<br />INORS ORDER TO VEWY THAT ANCHON THIN PLO. M TESTED WERE HOT OWTO ALLOWABLE, STRESSED, A SM OC [= ALLOWABLE
<br />TWMWM PENCTRAIMM OF LAC INTO THE WOOD rWAIE UWrr SMALL K
<br />C.4I POMET IVION SRO STUCCO SMALL WE CONS300" A6 PARR OF THE REOLR W TNW*0 p 1 1 . � 1MF/OFD
<br />STRESS MR 00 WOODS WAS MM USED N TIDR ANALYSIS. FASFDOM S►ACONC TO MOOD HMS BEEN DEFERMI ET N
<br />ACCORDANCE •ITII N.O.S. 2018.
<br />C.3) IONWN EDGE ORMCE OF LAC SCREWS. NTO 1000 STALL BE AS ROOMED N TWS O AW
<br />STORY PMQY ADEQUACY FOR WOO AND WIND RESISTANCE WAS BLEN VDWIFD N ACCONCLAMM WITH SECTDM 182E OF
<br />THE ABO.E MENTIONED CODE AS PER HURRICANE UMIEDIN0 t TEW1.a INC. REPORTS IS-S60. e8-570 i 10-IM Me/1•
<br />C.{I RRN•1RN PU7a7Rg10N OF WOOD BU9MRO SHALL R S/a•• . 1/{0-20 SOEI•S USED SMLL BE , 1 LOWM•NKAM
<br />LOW
<br />FEESTM1011 MUM LAL RTC.• REPORTS ISO32 At 02129 , M PROTOCOLS TAS-201. TM-202 Me TAS-203.
<br />SHOULD STUCCO OW. AND I" MINIMUM IN WALLS SFM NO SRICCO.
<br />M WELLM AIL LEST UAB OF SOUTH FLORIDAOFLORIDA REPORT /041•Af-WM , PER TM 101. TAS 202 AND
<br />TM 2033 STANO/MPOIMB.
<br />C.e) IN CAN THAT PRECAST STOE. OR NECAST CONCRETE PMEIS. STUCCO OR WOOD BOARDS BE FOUND ON THE Op OM
<br />2. ALL ALIRWIM E2TRUS0NS TO BE 8063-T8 ILO/ MO TEMPER. (DRESS OTHERWISE NOTED). SEE SHEET 2.
<br />AWL. ANCHORS SMALL K LONG ENOUGH TO REACH THE WN SIREICTURE SMRID SUCH PANELS.
<br />MOORAGE SHALL BE M MOROUED N CA). C2) t C4)
<br />3. AL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HOE 3105-H14 AACY.
<br />(D) ARMORS SALL BE NSSONLLED FOLLOW" ALL OF THE RECOMMOCATKM AND SPOWICA70N8 OF THE ANCORY M"AFACT RER.
<br />4. ALL STEEL SWEET METAL PAWLS ANAL HHIAIE STRUCTURAL L LUM).Y STEEL, AS1M MWS3 GRADE 50 MMNRUN. Well
<br />fFAM5114ED STEEL OESOLATIOH Y/FY. Sa.S NN YAFIUN ROLLED)-
<br />0. PANELS MAY ALSO BE NSTALLW MONZONOLLY FOLLOWNS ONSTALATON DETAILS SON/ ON SECTION 3 TROUGH 10 (MEETS t
<br />THROUGH a) DICEPT THAT WAOM m t m SHALL NOT IN USED.
<br />i ALL SCRW3 TO BE STAINLESS STEEL 304 OR 316 AIM SEEES ON COMOSM IIE$TANT COATED CARBON STEEL. M PER
<br />ON SCO,B BO NW YW STRENGTH AND e0 W TDOWE STTOCTH t SHALL COMPLY W/ FLORIDA BUSDSY CODE
<br />9. IT SMALL BE THE MEN04MILRY OF TE CONTRACTOR TO VEWY THE SOUNDNESS OF THE STMUII NTE MIS S UTTER TO BE
<br />11 .3.
<br />SECTION 24&4.
<br />ATE40M To BISUIE PROPER ANCOMOE THE SUM SIAL ONLY WE ATTACHED TO CONCRETE EROCN OR WOOD ERNE
<br />IIULDI,L
<br />0. BOLTS TO WE AST" A-307 OKVM02ED SI[E1. OR NM 304 SRO STANLFSS WM WITH 38 OW WARN YIELD
<br />STRENGTH,
<br />10. EACH REARM STORY PANEL WITH U DWM OVIt C-B TROUGH 12*-4•, M PER SECTIONS 4 0. NO t TO o ALTERNATIVES .
<br />ON t IOW ON SESS S, e t 12 RESPECTIVELY; SMWl NAME A LMME NO RF/gLY YTSIIRL WNm INSTRUCTING OWNER OR
<br />7. ANCHORS TO WAIL SMALL BE M FOLLOWS'
<br />,E,WR TO SECURE PANELS WITH MPUCMIt RBIFOItlCDI/iT OURPIC PERO08 OF IRNRCANE WAWNO.
<br />W
<br />It. THE INSTALLATION WN OMMOR 3 TO SEA./AARK ALL SH UM MMPONOIT EDCES WHICH RDAYN N CONTNUOUS CONTACT WREN
<br />- 1/4•• TAPCOI AGCN1R5 M WARFACTURED BY LTA. MAW. NC. (M�.. re-31S2 WJJ
<br />tME B,RLDap TC r1EYENt WIp/RAN w,RUMGH.
<br />- 1/4• • . 7/B' CAN-w MACCHOR, M MANUFACTURED BY rT
<br />- 1/4'A r 3/4. SOLID -SET MiCi0R5. M o1SiR,NIRFD B/ Al T'OMT SCREW, BOLT B SPE4MLtt CO.
<br />L PO SC. W. & SPECIALTY
<br />12. STORM PANNEL INSTALLATION STALL COMPLY WITH SPECS POICAED N TOS CROWING PLUS ANY BUILDING Mp ZONNC REGULATIONS
<br />(MV. rc-0Om µP.i)
<br />PTRM,OED r THE NNU901CRONN WHERE PEWIT IS APPtRD 10.
<br />- 014-10 ►A►IElNOE FINALE 0 t PAMFIMATE PLUS ANCHORS. M WNIFXTU RD BY ELCO COIRIRCTION PNmucm
<br />13. (A) THIS PRODUCT EWUWON DOCUMENT (P.EB.) PREPARED BY THIS DOWNER ER 6 GUAM AND DOES NOT PROVIDE MTORMAWN
<br />- %� Co, TM-CWP A cam M WaNxRRED of TW-EMT CORPCBV m (re —MOD ".L)
<br />FOR A SMRE S+QiHC PROJECT: i.e. WHERE THE ATE CONDITIONS OflM7E FROM THE P.E.O.
<br />(6) 0°" '■ To BE MV04MLE FOR THE SELECTION. KNIC ASE NO NSTALATM RCUUCNG LIFE SAFETY or THIS PRODUCT
<br />At) HRNRRN EMBEDMENT Of tAPC01 ANIL110RW RIfO POURED CONCRETE SI,ALL BE 3/4'; r FOR PANELMAIE FEMALE
<br />BMm ON TM P" Pavam HE/SHE DOES NOT D war FROM THE Cowices Drumom GH no DOCUIFM.
<br />0 NO PAEIMLTE PLUS AND 1 1/4- FOR CF TM -MP ANCHORS.
<br />COIgRMCTOM SAFETY AT SITE 6 ?HE CpRML•TOWS REVOkISLaY.
<br />A2) CALK-N t SOLD -SET ANCORS SHALL EE EAENDEO 7/B• PRO THE PaOm coKft-m NO INBEOMEM NO
<br />(e) TMMS PNMV EWLLMTON DOCIN W WILL BE OMODEAED INRLLD F Wcom.
<br />STUCCO MAUL BE PERRRTTED. 1/4' A-20 SCRIMS USED SNVU 1E 1 1/2• LONG WOAU SHOULD BMW OOST.
<br />ND I• WM M FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCEMe OR ALL 7M INADED SCREVIS W/O HEAD.
<br />(d) SRE SPECFHC PROJECTS PREPARED BY A FLORIN REOS'IEl® EMWW OR AM04= MACH WILL BECOME THE
<br />t1UT WnH We NtITB.
<br />PROE�u Or EF�SNKL�LFfWpER omww
<br />O �id6 a K DIES
<br />A3) N OAK THAT PRECAST SIDE. P ECJW CONCRETE PANELS• P+MERS, STUCCO OR WOOD BOARDS BE FORA ON THE
<br />HjEDD10R4Dt SEU'Op0 ED ENGINEERTHE THE
<br />P.E.D. ENGRIFII. SMALL SLOW TO THIS LATTER THE SIRE SPECIM OMRFOB FOR Rt14EW.
<br />ORS7wG WALL 00 FLOOR, ANCHORS SMALL BE LONG eCU CH TO REACH THE WAIM MOM ODOM SUCH
<br />PAHLS. ANCHORAGE SMALL S AS MENTIONED INI At) AND N A2).
<br />(A) THIS RED. WVU GEM THE DATE MO ONMAL SEA. AM SI Mnff OF THE PROFESSIONAL
<br />ENCiI®! Or RECORD THAT PROYM D.
<br />(a) W De' 0: T OOICETE ORS; wMl ASN c-W0:
<br />- ,/4' P TAPOCN ANCHORS; M I•YRJIACRRIED BY 1. T. W. BRRLOEIR. NC.
<br />IC SMRTER MNRIFACRRER•S LABEL SMALL BE LOCUM ON A RE40LY INSOLE LOrA70N AT STORY
<br />FROM SHUTTER w ACCORDANCE WITH SECTION 170.9.3 OF FLORIDA OU OO COOL ONE LABEL
<br />- 1/a• I . 7/r CALK-N ANCMOHIS, M YNLIIFACRRFD BY DEMALT NG (ON. rc.15W PXJJ
<br />SMALL aE PLACED FOP EVERY OPC«F UASUNG TO COMPLY WITH SECTION170I.a2 OF 11E
<br />- 1/4•0 % 3/4• SOLO -St ANCHORS. M DBTROUIED BY ALL PONT SCREW. BOLT B SPECIALTY CO.
<br />FIANNA BULO 0 CODE.
<br />(WON . V-1000 P.wi.)
<br />- 114-10 PM6AATE FEMME 0 AND PAINFL,:ATE PLUS ANCO O6, M MA OFACRIRFD BY CUM COIOI'IBICTON
<br />THIS Dr4MM SMALL ONLY BE :0 TD
<br />OBDYtI PERMITS w THE STAt[ OF FLOTFO
<br />PROWCIS ("N. rc.2071 "J.)
<br />- 1/4- P OF TAP -GIMP AN9/OM. AS WNIFACROND BY TRU-FASL CONFOARON
<br />0.1) 1RNRxA1 ERHBEDMMENrt OF tAPMN ANCHORS. ELM PANktl,IMOES AND o rAP�'I. BP MICHOR. Oro THE vC
<br />E'LORDA MRLDRIC CODE h w Kw""
<br />BIACX UNIT SHALL WE 1 1/4-. A•oM >LTCO. Ac 20 OW GALVAta7FD SM STOrar NEL
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<br />B2) CALX-w t SOD -SET ANCHORS SMALL TE DA IEDDED 7/a' KID THE CCNCREIE BLOC( UNIT. NO
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<br />5W/10, eW/11 & 7W/i1
<br />_ANC O; FOR CONCRETE SIX SCHEDULE ON S WIS B t I r w x
<br />MR WOOD SEE SECIg16 ON SHEETS 10 t 1,
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<br />MR WOOD SEE SF11M ON SHEETS 10 t 11
<br />REGULAR STORM PANELS n & Q ELEVATION
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