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HomeMy WebLinkAboutNOAi miAw BUILDING CODE COMPLLINCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF, Town & Country Industries, Inc.. 400 West McNab Road' Ft. Lauderdale, Florida 33309 MMMI-DARE COUNTY, FLOR1A SCANNED�0-DADEFLAGLERBURAING 140 WEST FLAGLER STREET, SUITE 1603 S aa ..../�BY..,, may,, MIAW FLORIDA33130-1563 SS. LUr n CeB arft (305) 375-2901 FAX (305) 375-2908 www.bufldlnaeodeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration data stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" (__`O umwJiRum, roan Panels Shu . -353, titled" 0,050" Aluminum Smrrn Panel ", sheets 1 through 6 APPROVAL DOCUMENT: Drawing No of 6, prepared by Thomton-Tomasew Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by Vd. Knezevich, P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County product Control Division. MISSILE IMPACT RATINGrg'e�diSmaFl•Missila TEi LABELING: Each panel shall ear a pe en labelwmth a manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to co with any section of this NOA shall be cause for termination and removal ofNOA. mply ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by 'the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be, provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 03-0421.13 & consists of this page 1, evidence submitted pages B• 1 and E-2 as well as approval document mentioned above. The submitted documentation was reviewed by /Hf ehay A. Makar, P.E. !1 �� NOA No 05-0713.W Expiration Date: 11/16/2010 oZ Zoo 6 Approval Date: 02/16/2006 Page 1 Town & Country Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00-0809.03 A. DRAWINGS: 1. Drawing Number 00.159, titled " 0.050"Aluminum Storm Panel", sheets.1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V. J. Knezevich, P.E. B. TESTS: L Test report on large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00-028 dated 06282000, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: - I. Comparative Analysis and Anchor Analysis, dated 071122000, pages I through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V J. Knezevich, P.E. 2. Comparative Analysis, dated 10/262000, pages I through 3, prepared by Knezevich & Associates, Inc., signed by V J. Knezevich, P.E. D. MATERIAL CERTIFICATION: L Mill Certified Inspection Report of coils, for Aluminum Alloy 3004-H34 by Jupiter Aluminum Corp. with physical properties. 2. Certified Tensile Test Report by Certified Testing laboratories, Report No. CTL- 592F dated 060262000, for Aluminum Alloy, signed and sealed by Ramsh Pater P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03.0421.13 A. DRAWINGS 1. Drawing No. 03-259, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. &Z= Aa��1 Helmy A. Makar, P.E" Product Control Examiner NOA No 05-0713.03 Expiration Date: 11/10010 Approval Date: 02l16CM E-1 Town & Country Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNH TED D. QUALITY ASSOURANCE I. By Miami -Dade County. Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS I. Drawing No. 0S-353, titled " 0.050" Aluminum Storm Panel", sheets 1 through 6 of 6, prepared by Thornton-Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton-Tomaseni Group, signed and sealed by V. J. Knezeviclt, P.E. D. QUALITY ASSOURANCE I. By Miami -Dade County Building Code Compliance office. E. MATERIAL CERTIFICATIONS 1. None. Heuny A. Makar, P. E. Product Control Examiner NOA No 05-0713.03 EXPiratlon Date: 11110010 E - 2 APPrOval Date: 0246=6 OSTOM PANEL SCALE • 3•.1'-0' 0 _ 2.250• .060-300'MA%. 2I50' /L[[-yyIO��60MACHINE vC 1EW 1.05' 2. SO' • SpfCTIOM•NAASTUO OIR�ECTION MAY I)` 0T• • 09i•T R� OY 09 BE REVERSED1 BE PI VERSEDI• SEF NOT • E ,p _ .V _ •b TYD Ne. 10 LDDO' COVFRAGE� ,062 J`0 • N .wyI10 2.00' MIN. 0 0.33 ' ' 3T5' a '' 3 S. - =0 0• 330' S00• MA%. 2 ooD- 18 SHALF STORM PANEL @WHEAM OVHFADET QBURDglf PREADER 04STUDANGLE @MMANGLE 0 SCALE•3•. 1'-0' SULE�Y.i'-0' SCALE�3'.1'-0' SCALER'. V-0- SCALE•3'. V-0' 1525• 3.385' MAX. 1/4-20 MACHINE 806• SCREM fdiY 0.CA5TUDEA klS ,092' 12T' OtREC ON MAY.090"• YP. BE REVERSED) oo 91• Ob .m • .]15S• r„SYK 15"R }�.�• .632' 5.00' MA%. ®STUDANGLE DANGLE ©C-TRACKpWiSFO ®C-TRACK 0BURDMN FTRACK SGLE�3'•1'-0' SUIE•3'•T-Y SGLE �H4P 52F SULE•1DLF 52E SCALE•MALP SIZE l+l' t pHNp�'ppplp��}[,�AN5pLLr��y�p�[� �OB��EEEw� 5�I�5[pp �y•t���T�I�[[�ppkeeS(•�� ��pp�ryryr9SS z OEL6tL N�WFDPLpOSArtONOUEMTCXNS�dKTS CEp5:Ka11ALMu♦RISSULLOUF115V00p1�4p SS�L�R5 3' R��FNTS W ACZO�DAN[ZMTX TXE GOY[AXTNO COOOLOVEIiXINO 4•PONESITC-SPEDFIC �PLIGTIOM N TWSSNY1 SYS'TEILO.UDE INFORMATION •+ 140SIlO;p Rp LLpONMpTSLSMALI COMKY MITM DYPTEP 61G15-S) TH T. Q I��['(1 TN lia I♦R? [ 011 �1E0�0my.NS T(O�TMpUEEryA[PSPAWAApLpDyOd MTS WKL VDID a- *ND2SfgS.,ti UMATMJ.EygLTSCEIT CMTN THE FOBpL(fLO}W�`SIEt}�q OPTIO,M�'EJTt�LCEICP11U�NEC[E�M6jT[}'SQy.T•{Tj'ryM'{Te� ARIA E`s jrMU-,M1F1 EA IE�>[ApF"ylD�p{TpIOptl�y' �SB�pUYpI�[pG FOpFFM. B8) TNT {DE [pXy ION[IyIA}Ip�{�O[yOMyT�YWADi1Wp1UTLryTC �ryOpXIITyPlpLpEM1}VILMOUNgfl[A�NND[ yyryZOPryX�eEyA[ryRCIIE��1S DIN(LYp�OTP�i�IIO/�XLL'BO'pSWHIA�LLp BF ACp6P PpTryED[9�Yp THyETBMW[LpNMOELOFyFIIT[IU1.L 9• �95 FOLLO�RNCINMARIf WO GEP PANELNA� SNALLEBE P OFRM1tiFHP�Y L,T04CD TOWNS CDIIMRY pM V•xELS AA9LM�Y CDMeFyry gS�S]N .T/PM�OUYEEpOMm ♦���rTN ME 10.�aLLYMVIG nPMSUM TMBunESS /�liO liEDi�1N1[A�4PPOPERTI6� NOwNW1i Pa 0' 11..ALL L gIX�T♦RUS�IOKSVSHSANU. BE 36H06A TB6EA�LtUI�YyN�WUI�AILL➢Y, U.DM n'A MIWMSIIST[IasLE/$TRDIOTH OILED x56, LLOK OR STAV=S STEEL WITH 1170 FG15°iRwd�R nD xilQTi COM�IiIdnA�.LI'wMa�'NRIU9L0[. CN[tst TYPICAL HDRROMAL ELEVATION SALE• 1/L• • 1' - 0' TYPICALYERTRAL El"ATKIN SGLfa/4'.1'-0' r--1 .L40' S63'0 A81: D00A OALY. STQL W i0 w 4050.600-11 A LM LEGOIRECTION DANIMSAWM KEYHOLE ©'+TRACK ®'DANGLE-TRUX OWINGNUT p WASHER SCALE • HALF WE SCALE • HALF S2E XALE I HALF SIZE SCALE FASTENER 01 12. O[. ppOR DESIGN LOADS LESS THAN OR EGIIAL TO 110 P.S.P.6 0. O.0 FOR DESIGN LOADS GREATER THAN 116 P.S.P. SEE ANCHOR 5[ryEOULE FOR MY ACCEPTABLE ANCHOR) VL• MAX.-F -MAX XISTING CONCRETE, CLOSURE PIECE HOLLOW BlOIX OR 1 x 2' a O.m MIN TO WOOD FRAMING. 2' % S' X 0.12S' MAX. O:TW G CONCRETE, HOLLOW BLOCKOR TRAP MOUNT CLOSURE MAIL WOOD FRAMING. . SEE ANCHOR SCHED. BASED MA QdEft X `� �•rW1RKY6PLNL o 3 03 E%IS IMP CONCRETE, zqi 0 HOLLOW BLOCK OR WOOD FRAMING. WALLMOUNT aDSLIRE DETAR 000E t>ild TYPICAL QOSUJtE DETAILS PLAM SCALE- 1-1/I' . T-D• a 0' 0 CD EXISTINGCONCRETE, EXISTING CONCRETE, TIONALLtEEGTDRERION MOC K OCK OR - HOLLOW BLOCK OR WOOD TANII W0 DFRAMING REFERENCE ANCHOR ITYP. TOP A" BOTTGNI REFERENCE AHTCYN140p S[XEBULE FOR MAX. SCHEDULE FOR MAX. SPACING ACING B, EXISTING U, M 2 1/3- MAX i S /A- MAX. HOLLOW OOD FN a _ f ITYP. TOI OH EXISTING •' w D • 3 EXISTING CONCRETE. GLAZW a m _ w WOOD FRAMIN OR SEE MIN. t� EXLSTWG Ao REFERENCE ANCHOR STORM PANEL a GLAZW 1 h B.. SCHEDULE FOR MAX. SEPARATION 1 r.wi t i SPACING FROM GLASS y 0 f - I - TAME I w W. SEE MI STORM PANEL y O p H y SEPARATION f < FROM GLASS TABLE 2 L 9 A A MAY BE s EVERSE y EXISTING 1GLAZW SfE W.STORM PANEL1/41 MAX. SEPARATIONREFE CE ANCHOR B FROMM GLAABLE 2SS SCHEDULE FORM" O SPACING REFERENCES ANCHOR 1 * S1/A•MAX fiT ®pOEL11T00BI0UMI0E0 •'0N ISTING CONCRETE, SCHEDULE FOR MAX. HOLLOW BLOCH OR SPACIN 1/4-20 MACC®NINE BOLT MTN FR AMING RIN AMG OPTIONAL LOCK TOP L BOTTOMI Cl mL0dCI0N LEG DWECTION pOw�uNauNTSL{RON ORI4LOOlR,gryTSKNON THREEI/4-OXMIN.A- SCALE•0-.1'-0• 8 SGLE•S-.T-O• LONG WOW LAG SCREWS O�TUNWFTWR MOUNT SECOON SCALfl 3-. Y - O- mnFBFsciAxaoll sosml.E rE v/m��)/NW/M3 HAR' ffl PAAALLELvwvexuTO ERKAR NOW ORAIM 31000 r >r 2- SPACING ac O'PASS iHRU'SEE710N CER➢Ia�MOUp S[AlE3-.1'-0- ©$EALE•B'v 1'_ CHEOULE PGR MAX SPACING ©'PMR QDItECf MOUNTSECRON SCALEi rt T _ 0- Lc N G WOOD ROOF OR FRAMING NOR � NEAOGOR•U•�NEAOUITOf61oVMl�µ OGiRIK7C ASSEMBLY - INSIDE MOUNT K SCALE�3'. 1'-O• . ON[EILINGIBUIID-OUT MOUNT SEC110N BUILD-017T/FIOOR MOUNTSECNON 5[AL43'.i OO SCALE�3'.1'-D' ©GTRAOC ASSEMBLY- (BLOW UP) SCALE, HALF SIZE Vi.�s ®LWITH MACHO E SCREW WITH .6T5• ..6TS' w.125• SQUARE SCREW HEAG- O.w- 9LASSEMBLYOSOMEDUCVE1M N.TS. D.I®4CW EYW wDS-o 3. e3 ID �� •CSWd 4 7 O u 2 r. is 2•. @ wooD c8umwymDE MouNT SECnoN SCALE, r .1'-0- Ui aLuu l-vz•. r-a• F u v @ OPTIONAL WTEiNOR FASTENING DEVK OSDMMQ N.T,S. MAJ YA%. I3•MIN EFFEEOLLE FOR MAX. G REFERENCE ANCHOR SPA ©R MOUNT/EDRDour SEcnoN SCALFi 3•. 1'- 0• BOB OM 013312M 013EM Kml3omomml3mmnm-i-3BBUOMMMOOMMMM Dun mmomonanOno mmmnnOmmOn©mmnnOmmOmnm mean mmBnn �mmoon mmOnnmmnnnmm©nnmmnOnmmBan ,'"�: ...:��.....I �MAW%%0 i %ii z %immmmmmmmmnmmoun �%i'//.%i%%'//.%immmmmmmonommon© EMMMORM 00 immonomm©nnno n© Hsi%% m moo onmm ©ono nn mm%wowl �mmmmmmmmmmmmnOOmmmmmmmmmmmMOm0 %%i%%%% ..... I.. uUU..-A.mmm law mmama mm0Onmmmmmmmmmmmmone ®mm0m0mE3000m0%nammmmmmm©nOmmOnn ®mmnoOmm©n©moW,nommomoM Unnmmonn �mmm mmmmmmmmmOmmmmmmmmmmmmmmOmm %inmmnwonmmnnnmmnnnmm©nn ...-EMNmmmmmmmnm0m Emmmmmmmmmmm Ono Omom mmmmmmmmmomm MOO nmoo mmmnommonau mom nmmmmDun mMau ommommmm©mnoonan mmmmoonmmnOnmmOOnmmonOmmnnOmmonO �mmmmmmmmmnmmanommmmmmmmmmmmn00 ::. ......:... ;�,,,,,,,,.,;,,,,,,,,,,,,, �mmmmmmmnnOmmnnOmmmmmmmnmOm0Onn �mmnoommoonnno©mmomommnoomnnn cammoono Bonn on n©mm©oomm n131313 Han mm000nononnn%innmonomnnnmo%ion oommmnnmmn©000%ionmmmmommnHaH3nn%ino .., �mmmon00000000mmmnommonno0oo 0900n©nno% �00000no�0000n©0000nnn%i O%[iO%%'//,mm00000% nn©0'/r.O H�o©%imno %ion%ii oo n©on rao MINM Hz33%%%%%%nnnnn%in 4IkIIIIIIIzMKMmmmmOmMOOnmmBERMmm0MOmmOOnmmnnO III4.IIIIz ■II-EMmmmnommonammonmmmmnmm©o©mmoo •� �'_ : �mm000000©onnmmoHaH3mm%i0000©© �mmnnOnOlnnOn%n%/.mmnOnnO%nnO©%n© moron ©ionn ion o%io©%innonnnHanion ' ' mmmmmmm000mm0On 01030mmmmmnnmmo0n H�mmm130 nunmm©nnmmmmnmmonnmmnno Ha MM. anmm%inonn onmmnnnmm©nono nn ROmmn nun oP//.nnoo�oommoOnOO'//,©00000 inn%�Onn%n0n0//, n©oo ' %/,HOOD%L!0l7O On onmmmoommoonon%inommmmmmmnHaommno© EMMOMOO1313DODBOV0,013nmmmmommoD000% ENO nnnonn000%in©©©nmmnonno%iHa000nn ADO%/,DO©©•/%O%nO in'//.mm©OnOO'//.DODO%0© H�©nnnonnon%inn%io©nononnn© /UIHCH0R SCHEDULE TAnemlwIDuuWfnlmm oxow KWEI®PoIIIIMpp3lttW011O6Df AtEt IaANs V ' ANCIIDRTYPE LOAD 1W1 PCP. HAX. MIL 31W EDGE DISTANCE SPANS. TO 6'-0'• NOTE SPANS III B'�E' hDrEll I SPANSUP TO l6'-D" IssemaTIET) DQ NOTE D v,,DzuON DFEIm3A C11,210 TYPE Cl CS CdMRY1 Dd Cl C9 N01Et0 C3 TYPE C< M COIPI wmars C] CT ". C! TTPC Ct CS »" 31 Ll.0 It A R G 13 li 1L It 9 e R tl 9 6 6 I �' S0.0 t< 14 la 11 10 iL li 14 B ] 1t 1< T 5 5 ENmPFAP ITI WfW W 640 14 It 9 1 6 U 11 5 4 < 14 IS t 4 ! 190A 14 I4 < 4 3 14 14 t < 3 T4 14 < 4 ! O• O 3 T�y((JJ�q/� •/y-r°w usN«D Fi C NAi G� ! WILD 14 lG u n 11 4 B e n.D tt u c T] s t 94.0 I50O 9 5 9 4 3 6. 5 4 s< 5 < • 43.0 14 1a 16 14 n 14 14 n 9 e IS R ♦ ] 5 A• %P�MM r dAy1� 1�Y D., 50.0 IL Tt u 4 t0 A Ti ] e T D fl 3 6 5 ]a0 64A 14 It R 71 T 5 e ) T 6 U 10 1E f0 3 s 5 4 < 9] 9 ] 4 4 3 3 n0,0 9] t! 9 T {! 9 T t 3 AN010•NORT y' FOR L (MLOVI 11 WSI FAt649ER xi; FOPLCNC Jp( IWUSU6E[YT1l1pMEDM',C�0> t,4p Z [ADNICIHLT NEGATIVE EDDGESGN DAD OMIANDLSEUEGT ESAPANGREATOR THAXA Oq EQUAL TO SHUTTER SPAN. B SEE MDUHTWG SECTION DETAILS FOR TIDEENryTIFICATIOLNpOOF CONNNECTFN TYPE. L. lPJEOFETIDENl!1D1 ES AH[I�DOpRSMAY BE CHEOULC POgCpR�FA ANCHwOq iYPC �ACEp M iYpC p} EX15TW6 STRUCTURE. S. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS• RECOMMENDATIONS. 6. MININLH EMEDHENT AND EDGE DISTANCE EXCLUDES WALL AFINIISH OR STUCCO. ERE ]• MVF.NBERS NOTEV` N006nNG I FASTFNM�TOIS WOOD P VLYWO p�SACONDITIONS [CCPTML=FRAMING WOE CL6aO PIECES. A wNITnE �e'in��roS IH cSin".1 of nqo °iiizS °is Ix do nOs�rimliila .ML 5 pp G[gfA hp 11 LL 9g PWWY EP�II NXGO YgyyMSC%HEAC �EI9 RLNS,TYLLA SCREWS SMALL NAIVE f• MACHO S NBCA 0 SIDEWALK 00LT1. YOM FlTt1EP .4 PPANBIS Y TWfS XCM.Op W ENN Ia. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. IL • Of WGNATES ANCHORS WHICH ARE REMOVABLE NUT OR WASHERED WLHGNUT. BY pEMOVING MACX4IE SCREW, NWOMRSVMD wo a 3. T A ! L M KOALIM STORM PANELSEPARATI0N FROM GLASS TAAm 1 NmFa L DETERMINEBOTXE& POSITIVEAMD}HF NEGATIVE WIXDLOA08. CHEIX TMOR RESPfRPIE 5GANA SAND USE THE LESSER VALUE OF THE TWO. 2, USENE�SCT HIGlf IORO Op LMEAR WTERDpOLATIaNO NAY BE USED TO DETERMINE ALLOWABLE SPANS10.65 TAB02N�0M L ENTER TABLE 2 WITM POSITIVE DESIGN LOAD TO DETERMINE FIX STORM SHUTTER SEPARATION FROM GLASS. ` AXAUDWABIE STORM PANEL PAN SC DALE(INCHES) POSITIVE DESIGN LOAD IWI ACTUAL SPAN U.) IFT -IN) COLUXNI COLUMN2 MIt1 SFF, FORALL INSTALLATIONS LESS THAN 30'ABOVE GRADE MIN.SEP.PGRALL DETALLATIONS GREATER THAN 30• ABOVE GRADE 40.0 aB 3 2_t/4 3-318 aSPAN PAN FOR NEG PRESSURE IFT-IN)i0.0 PO-D3 ISDD - 2_t/2 9-10 5 3-1 4 a-e2_3/4 5 3-V4 12'-0•9-S it'-3•TOO 4-0 3 1-1/2 8_6 3 3 RS$aj 10'-2• ,9-0 5 3-V4 ODD -2 60,D 9'-9• 8-4 -3-3 62.0 9'-T' 4-0 TA 3 3 1-1/2 2-3/4 65A 9'i• IDUA L-0 3 1-1/2 70.0 9t0• 7-3 3 1-1/2 721 e'_1P 110A 4-0 3 1-V2 l5A 8'-8- 6-9 3 2-3/6 B0.0 B'-3• 110.0 3-D6 3 -1/4 90.0 T'_4• 4 3 2_124 %_ 1D0.0 6'•'!' 110.0 V-0• 3i0pUCTRg9pSy �C�1tW1YR1r AtgpObWO �D ,.A� O ALm Ob}!N Opening Number Shutter Type Anchorage Top/Bottom CO NOV Shutter Height Inches Wind Pressure PSF Neg. Anchor Type Tapcon, Rawl Lag etc. U er/LowerUpper/Lower Max. Anchor Spacing Inches Notes 1 a5o Qivm;nun, wvo bob Om"Y Do �- �i2 38.a law 5 17.-11 9 1I 8.7. Y I�o2 4 a, L—. YrbtYDbo(L o QK Qb0Q, Oonn Qb 8 19 3�Z 4 38,ti !n 41 3% 12-1Z rr t TL li yL 1 1; Qob0.10, Do" 60 rS 42 38,2 10:22am 111 CalWlatoWASCE 7-02LFLB • ASCE 7-02 Pressure CN 2004 FLORIDA BUILDING CODE & ASCE 7-02 [!!EVX7P0SURE'B' D TY=140 MPH MRH=O-60' DESIGN LOADS FOR COMPONENTS AND CLADDING BASED SEE ETABLE NOTES INTERIOR ZONE 4 PRESSURESI EXTERIOR ZONE 5 PRESSURES I TNQ7D1Ir"nMC Cnn TA nF a 11.0. FOR ALT Kd GENERAL NOTES: 'WORST CASE? IS DESCRIBED BELOW. L MUNICIPALITY PRIOR TO TABLE USE. HAN 60' ROOF HEIGHT. FOR ROOF SLOPES LESS THAN 10- IFIC CONDITION. IGHT. IF THE MEAN ROOF HEIGHT VALUE OR TO A CONSERVATIVE • WIDTH) OR NOT BE LESS 5)F .-- USE AS REQUIRED BY THE LOCAL ARE ONLY APPLICABILITY OF TABLE - HIGH VELOCITY HURRICANE ZONE..TABLES'ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a-10% OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK F' WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL HEIGH DIMENSION OR 3FT(1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a a EAVE HEIGHT ROOF N FI HEIGHT 5 ® 5 //a��S�/ A _ © $O WALL ZONE FIGURES �, f ISQM RIC 2004 FLORIDA BUILDING CODE ASCE 7-02, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING immilloilHillill ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH:(954) 354.0660 FAX:(954) 354.0443 W W W.ENGEXP.COM CERT OF AUTH OUB55 A FRANK L BENNARDO, P.E., INC. INNOVATION