Loading...
HomeMy WebLinkAboutProduct Approval 1 Rear Property Address: 2852 Iroquois Avenue Ft. Pierce, FL 34946 170mph Wind Zone Exposure C Mean Roof Height 15 feet Zone 4 Required DP For 10 Square Foot Opening+37.8/-41.0 Vasd Item# Product Size Quantity FL# Zone DP 1- EAS Shutter 72 x 80 1 11964.2 4 57 Install steel panel shutters on one opening. LEFT RIGHT Front rlonua nunuing wue vicine i ay-, 1 u.L Flohda Departmelltq SCIS Home Log In User Registration Hot Topics j Submit Surcharge Stats&Facts Publications FBC Staff j BCIS Site Map Links search t � �On��',a' Product Approval Profess��iI 2�i ,..USER:Public User Regulation 11w1�1�w LY11Yi�ilYiLiWi4i:i'ICYyfWYY Product Approval Menu>Product or Application Search>Application List>Application Detail vy"r91 . x FL# FL11964-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance MethodEvaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,]r the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Frank L.Bennardo,P.E. ` l Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R3 COI 2INPANELSCI,pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.of g/pr/Pr�_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODch... 8/5/2015 rtoncia tsunding luoae unnne rage of z Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel(2 Inch)-Drawing number to provide hurricane protection. 15-045 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 045.Ddf Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other:Large missile.Max,span is 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD and 4'-0"for+90,-130 p.s.f.ASD for retained panels. FL11964 R3 AE EASTERN METAL SUPPLY See sheet 2 of installation drawing for other spans and INC. P.E.R. DRWG.15-045.Ddf pressures. Created by Independent Third Party:Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 Inch)-Drawing number provide hurricane protection, 15-041 LI of Use Installation Instructions Approved for use in HVHZ:No FL11964 R3 II EASTERN METAL SUPPLY INC. DRWG. 15- Approved for use outside HVHZ:Yes 041.odf Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span is 9'-10"for+32.6,-32.6 Evaluation Reports p.s.f.ASD and 2'-8"for+58.0,-58,0 p.s.f.ASD See sheet 2 FL11964 R3 AE EASTERN METAL SUPPLY of Installation drawing number 08-149 for other spans and INC. P.E.R. DRWG. 15-041.Ddf pressures. Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: CNE-9 FM M M sccurit altsrxN:r http://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODch... 8/5/2015 GENERAL NOTE5: 1. 24 GAGE BERTHA HALVAH?m STEEL STORM PANEL(2'DEEP)SHOWN ON ANIS PRODUCT EVMA44TION DOCUMENT(RED.) (C) TO EA7SBNG WOOD FRAME BUILDINGS, WITH 97EC47C GRAVITY C-0.75 HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WUH THE 2014(5Hp EDITION)FLORIDA BUILDING CODE THIS - 1/4'0 TAPCON ANCHORS AS 94NUFACTURED BY LT W. BUQDER 24 GAGE BERTM GALVANIZED STEEL STORM PANEL(2'DEEP)BULLI dM BE INSTALLED AT HIGH VELOCITY HURRICANE - 1/4'I&0 TAPCONS AS MM UFACTURED BY LT.W,BUT DEX. ZONES(MAMI-0404/BROWARD COUNTIES). - 1/4'0 SWUM SCREW ANCHORS(SSC)AS MANUFACTURED BY RTW BUILDER DE57GM WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE; NOTES; FOR A WIND SPEED AS REDUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND c,1)MINIMUM THREADED PlNETRATTON OF TAPCONS,So OR SAMMYS SCREW ANCHORS(SSC)INTO KOM UNIT SHALL BE 1 1/2: FOR A DIRECTIONALITY FAC70R Kd=0.65 USING ASCE 7-10 FOR INSTALIA7TONS UNDER 2014 FBC AND SHALL NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RA77NOS INDICATED ON SHEETS Z 6 THRU 10. C2)ANCHORAGE STALL BE PERFORMED BEYOND ANY RNLSH MATERIAL AT MU.URE BRICK VENEER STI1GC0 OR ANY OTHER IN ORDER TO VERIFY THE ABOVE CCWDHTON, ULAW47E DESIGN WIND LawS DETERMINED PLAT ASCE 7-10 RUSH.ANCHORAGE SHAG BE AS INA'GTED ON NOTE r-1)ABOVE- SHALL BOVESHALL BE FIRST REDUCED TO ASO. DESIGN WINO LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO (0)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMEN1147MS AND SPECRC47701LS OF TIE ANCHORS MANUFACTURER 70 COMPARE THESE W/MAX (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS Z 6 THRU 1O. A PANELS WAY ALSO BE INSTALLED HOR/ZONTAGLY FOILOWNG IN.7ALLA77ON DETAILS SHOWN ON SECTfaW 1 TMPD 5(SNEE75 4&5 FOR 24 GAGE BERTHA GALVANIZED STEEL SIDRM PANEL(2'DEEP)ADEOu4CY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN CONCTE7V&OCK SUBSTRATES)Alm ALIERNARVES I THRU 6(SHEETS B&9 FOR WOOD SUBSTRATES)EXCEPT THAT LOWERS 2 24 J VERIFIED IN ACCORDANCE W77H SECRON 1609 12 OF THE ABOVE MENTIONED CODE;AS PER AMERICAN TESTING LA3 OF &4 STALL NOT BE USED. SOUTH FLORID'L REPORT/004.01-08,AS PLT?AS7M E 1686-05 A57M E 1996-05 AND ASTM E JJD-02 STANDARDS' EL IT SOAR BE AHE RESPOASUL/Fr OF THE CONIRACRJR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PANEL IS JO 6£ AS WELL AS REPORT f 1220.01-0.5 AS PER ASTM E 1866-OZ ASTM E 1996-02 AND ASR?E JJO-02 STANDARDS AND ATTACHED TO INSURE PROPER ANCHORAGE INS PANEL S44U ONLY BE ATTACHED TO POURED CaVC7M CONCRETE&DCI OR WWD AND REPORT 1092&Of--03 AS PER AS7M E 1886-97,E 1996-02 AND ASTM£MO-02 STANDARDS, QUALIFIED FOR WIND FRAME BUILDINGS ZONES 1,2 AND J. MISSILE RPE D(94S(C PROTECTION ONLY AND FOR INSTALLATIONS AT NON ESSENTIAL FACILITIES AS 9 TH£inSTAL(A770N CON7RACTOR IS TO SFAL/CAUIK ALL PANEL COMPONENT FDCfS WHICH REMAIN IN CONTINUOUS CONTACT WITH THE DEFINED BY SEC77ONS&2.1.1 AND 62.12 OF ASTM E 1996-02 AND ASTM E 1996-05. BUILDING TO PREVENT WIND/RAIN WTRUSpN.CAULK AND SEAL SHUTTER M4CGS ALL AROUND FULL LENGM 2 ALL STEEL SHEET METAL PANELS SHALL 11410 57RUCTURAL OLKLITY ASTM A-65J, GRADE 80 WITH MW Fy- 106.0 ksL WITH G-90 10.24 GAGE B[R1HA LALYAHI?ED S7FII.STORM PANEL(2'DEEP)SHALL COMPLY W!M SPEC/FTGI,OOKS INDICATED W AHTS ORAW7NG PLUS G4L✓ANIZED STEEL ANY BUILDING AND ZONING REGULATIONS PROVIOED BY THE JUMMY-TON WHERE PERMIT IS APPLIED TO. J ALL ALUMINUM omitzSlONS SHALL BE ALUMINIUM ASSOCL477ON COGS-76 ALLOY&TEMPER(UN�LESS omERW1SE NOTED, AHE KNESS 11. SHUTTER OF FLORIDA ER'S LA CODE BE LOC47M ON A READILY VISIBLE LABEL STALL BE PULED FOR EVERY 7ANA T PANEL WELN ACCORDANCE W1WITH SECTION OF ALL DaRUSIONS SHALL B£AS SHOWN ON THIS DRAWING. S72RM PANEL COMPONENTS V STUDDED SNAP TRACK AND FE7AnLETO COVER CAP ARE PATENT PENDING 1710.82 OF THE FLORIDA BUILDING CODE 4.ALL SCREWS TO BE SFAINLE55 Shn J04 OR 316 AM SERIES OR GORROMON REMSTANT COATED CARBON STEEL AS PER DIN 50018 12. (o) THIS P.ED. PREPARED BY THIS ENGINEER IS G[NFRIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECFTC PROJECT:1. W/50 AW YIELD SIREHGTH AND 90 kd TENSILE STRQ?GTH&SH4U COMPLY W/FLORIDA BUILDING CODE SECTION 241 i.JJ.4, WHERE THE SITE CONDI77ONS DEVIATE FROM THE PCO. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AW,J04 SERIES STAINLESS STEE1, WIN 35 Lal MINIMUM YIELD SIROYG771. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELEWW PURCHASE AND INSTALLA27ON INCLUDING LIFE 54HETY OF THIS PROWCT, B4SED ON THIS P.E.D.PROVIDED NF./57HE DOES NOT murE FROM ANE CONolnam DETAILED ON IMS LIOC(lMEM.CONSTRUCTION &ANCHORS 70 WALL SHALL BE AS FOLLOWS(UNLESS OTNERW7SE NOTED): SAFETY AT SITE IS INE CONTRACTOR'S RESPONSIBILITY. (A) To FROSTING POURED OUM:RETF.Fc-J192 pi.ION. (c)TMS PED. WILL BE CONSIDERED OINAUD IF AL7ERED BY ANY MEANS 1/4'o TAPCON ANCHORS AS MANUFACTURED BY I.T.W.BURDER 1/4'O s.c. TAPCONS AS MNNUFAcnmm BY LT.W.Bo DFX (d)SITE SPECIFIC PR IECTS SHA„ BE PREPARED BY A PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT WHICH WALL BECOME 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS AS DSMBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WELL BE RESPONSIBLE FOR THE PROPER USE OF 7HE RED. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.ED.ENGINER SHALL SU8NI7'TO THIS LITTER THE SITE NOTES SPECIFIC DRAWINGS FOR RENEW. A 1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 J14- (e)THIS PED.SHALL BEAR WE LOUIE AND ORIGINAL SEAL AND SIGNATURE OF ANE PROFESSIONAL ENGINEER OF RECORD THAT AIL)MINIMUM EmBmwEI7 of T/4 0 x J/4'ALL POINTS SIXTD-SET ANCHORS SHALLBE 7/6'INTO THE POURED CONCRETE NO PREPARED/T. EMBEDMENT INTO STUCCO SHALL LAE PERMITTED 1/4'0-20 SS MACMNE SCREW(SIDEWALK BOLT OR TRUSS HEAD)USED SHALL BE 1 1/2'LONG MMMUM SNOLLD STUCCO FYLST,AND I'MINIMUM FOR WALLS WITH NO STUCCO. , AJ)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON WE EOOSTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH TD REACH THE MAN STRUCROR£BEHIND SUCH PANELS;ANCHORAGE SHALL B£AS INDICATED ON NOTES AI)&A2)ABOVE (B) TO EV5 M CONCRETE BLOCK WALL,A57M C-90 UNITS: - 1/4'0 TAPCON ANCHORS AS 94NUFACIURED BY LT.W,BWLDEL - 1/4'I S G TAPCONS AS MANUFACTURED BY I.T.W.BUILDER W/fin- 1500 pi.MIK - 1/4'0 x J/4'ALL POINTS SOLID-S£7 ANCHORS AS DLSM&UTED BY ALL POINTS SCREW.BOLT&SP£CALTY COMPANY W/Fm- 1800 P z MIK THIS DRAWNNG SHALL ONLY BE USED TO NOTm, OBTAIN PERMITS IN THE STATE OF FLORIDA at)MINIMUM EMBEDMENT OF TAPCON INTO CONCRETE BLOCK UNIT SHALL BE 1 1/4' 8.2)MINIMUM EMBEDMENT OF 114'0 x J/4'ALL PO/MS SOUD-SE(ANCHORS SHALL BE 7/6'INTO THE CONCRETE BLOCK. NO EWBEDMEHT INTO STUCCO SHALL BE PERMITIM 1/4'0-20&&MACHINE SCREW(SIDEWALK BOLT OR TRUSS HEAD)USED SHALL BE 1 1/2'LONG MIWANM SHOULD STUCCO EXIST,AND f'MINIMUM FOR WADS WITH NO STUCCO. BJ)ICASE N ENOUGH PRECAST STORE OR PRM45T THE PORN STRUCTURE CRETBENNE SUCH PANELS,FOND ON THE EXISTING SHALL BE WALL.ANCtIORS W(N ON NOTES&I) ������P\����•! �T��'y FLORIDA BUILDING CODE (Nan High Velocity Hu ane Zone) AND B.2)ABOVE L�CENs •.•v�.i 021,5 7XIEW.lwa 24 GAGE GALVANIZED BOM14 STER STORM PANEL FILL N0, (2'DEEP) wu4M or EASTERN METAL SUPPLY, INC. a1/24115 '�.. E C 0,,-.74I6e W'S7 ROIaS ORAL: LA41h' • � 'C .'�•, a xrz war n area WEST PALM 8EAW,R SN07 —041TlLLIT TESTING Q ENGINEER/Na COMPANY P (561)&U-ear FK U569-4750 15 15 -% 0 �/11 PMS t(�OYOI-f310.(01(AE7mf-IAf �� �a •\��r`*. �m 7r9&. ,i - - Ab SNCr 7 of to ''., 0 '•G .�` HLaPm4!<. 44,67 - - NNrnn,,,TAAnr' - - f•-zJ75- a,zS. MAXIMUM ASD DESIGN PRESSURE RATING (P s f) AND CORRESPONDING MAXIMUM PANEL aNGTH I LL000' SOOO' G000"� ,�1.0 0•r- f�.r •1 -�r.o •Y- y 1.0 "f- f-r.m'1 0XO�; �( ,��ppp (11 LJ:UVOWN AUDWAaP PMn WWW Pm A Ow/PO Off Asn DMW L&an. g�y p L-:LLAL'ALLONARE PMNs.LENOW RW A 0Tfl1 NMnW A40.OtSM We N awl O• N (2)FROCEDEWPOSWOEMaWE A 0.DEWN �W CIR CLIIINb: Or"A AMnW ASO.DESC H LOQi OUB WE ILUTMW PAMEL LEWTH l A6 WWWE z020"-1 iMW JaWrrAf AUDWAGLE PAI'a LEUCIN 6 mw A TO 1NE Lffma OEW-mw BWE7. LENGTH BEIMEEN 7.f'ANO% u>®(TP) Por®O*PJ (J)L MdW PANU LENGTH TO LE 46' RAL PANEL WIO HEMMED EDGES HALF PANEL WIO HEMMED EDGES SCHEDULE # 1 VALID FDR POURED CONCREI,CONCRE IBLOCK AND WOOD SUBSTRATE INSTALALIONS* r=2 r4r MAX4MUM PANEL LENGTH f-.f afsr' 'L+'OR 'L (ft.)TO 6.G05' 6.000• 6O0' 1.70- L.Wm G .' w 8'a k L•T,j 1 TDOO osTNUlroAs N1mTAlC RAiYC JZ6 9•-10' 9'-10' x0 M 9•-7- 9•-10' ^r®LfTP) a®(hp) J6.0 9•-4• 9'fo' J60 9=f' 9110- FULL PANEL W/HEMMED EDGES HALF PANEL Wf HEMMED EDGES !0.o 6-10' 9•-10" O STORM PANEL ."q,3/B'= 1• 44.0 e•-s- 9•-6" 46.0 Lra' 9-1' 480 6'-1e'-6" J LtlY.GR W A&WVRS W'+G MW J' 50.D Y-I1' 8'-4' Al Naz. MBfr� ! in. 0 0 0 0 =0 r 9' 8•-0' 54.0 Y-r 7'-B' s6.o Yom' r-s' SEE CLOSURE 570 Y s' 7-4' / DETAILS ON SHEET 5 5" A A V f� SECTION A—A DETAsff ILCLOSURE SECTION 5 T.S, �Jy1P,.• ' /L,i'G FLORIDA BUILDING CODE (Non Hfgh Velocffy Hufrfcone Zone) .� OCE11Js,�.,v��r oz51s ix=.ma 24 GAGE G4LVANIZED BERTHA STEEL STORM PANEL rAL N (z-DEEP) DwwN 6Y. 1—r I CC&VMANCHORS(3F saox q 1 ,T.� 1 r• 0.qq rP MEASTFRN METAL SUPPLY, INC. 03/14/16 1 A&L STORM PANEL 1N• ' ° CAM IL ECO �N.. •�� • TYPICAL ELEVATION s��� TILE?rrsWNG k LNGMLZH w COMPANY ZPAw 6{Aoi n.ml TS-04T r [L�`�' sus ar JM sT.Tui NVM cows ft Jura M(MI)&U-Wf Mtr(561)586-4700 N. T.S '!i s (�/ \`\ mu.:f ®r-0006'778 t7r-rs]r a.w u�mi u� mosmi ORINB/C No �E�G� ��'�\ WALLGf°1�a L�ii16i s EEr 2 OF 10 o z Is7' n h ry 2J76' 2J69' 1 p .�-- u - .170' Loe ry n [E25N 8200' y n .092' �+ h + gg p 125' 250 .o0s' n 3.000' ', r R .066 y i M rn R.725' w TTP N. h eL4C �A j. " R•P. .062' � ry �• .004' H '�• H 0 I' F-2.2B9'� LI2125"� �24Ga' ' J.OIXI'MD 200" 2 493' 30 2-47 � 05 3" ANGLE BUILD © "h" HEADER ® "h" HEADER (OPTIONALO BUILD OUT "h" HEADER (3"MAX.) ® "U" HEADER OUT BRACKET �r.oxr EWE OF© U 1_ -f .18Lu9" h h I.�L'Max 6. o'm hm `Hooo2000'7 /<-2°0.wrtGNo JC/Nau'lss/s t R.062" T-- tj 4•' r£OF( 090. EDGE OF� -1da.6T` .057' np Q LARGE KEY HOLE ® ROUND HOLE AT PANEL ® KEY HOLE WASHER © "F" TRACK O 1" STUCCO .TRACK ® STUDDED ANGLE 3105-H154 ALUM. ALLOY .440' . .095' 705' o .z5o 287 � .267" .279" =4.Deo• --F. /4_p x J/4'SS. R7 902. © _WASHERED WING NUT COMPONENTS .877 KNURLED STUDS W/ zs 73' L WASHERaGrNurs® n R7.ez6 ' DIE CAST (ZINC # 7) sr r/z =7' " NICKEL TED .340 8.206" ``�\�\\�P,�,�E tl �` FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1 •p'.�� 02015 7RTE=RIC. 24 G4GE Ca4LVANaW BERTHA STEEL STORM PANEL !RL `�`` ••LSC �•<i�v (2'DEEP) az"e7: Ol FEMALE COVER CAP �� EASTERN METAL SUPPLY, INC. °J 24/'3. 10 STUDDED SNAP TRACK o, _- L ECO 42M WEST Ra4m ORw gay/�/�j�j r/UJT TESTING R£NGINEfMNG COMPAW PR �r� FiT P"VAWx FL M407 f5-041 cn 1�F Yt:� exa Nc em sn.m ,ua«c n v,m l 1 su-6061 (ssr)We-42M w • E7nr.(Jahr-riga.!:OwN7,-x91 ary oae DRAWHNG No WALTEREGA� J,.P.£ am n-m a7�na - - SNEEr 3 of to nORID4 Lia 44x67 711jgHlfli9\ee\\� • f/In SGT ATU9 7O,DL'ifETE BLOCK j ANCHORSj tiz �wBaCrONRED 1/t-zoxr/s•Ss (SEE SCHEDULE) OBCR'i �4b�-TO 5H(vF��1O SWNtE HE10 A(9CHINE � OR (SEE wS rnrn� jL+ !Sp�DOlE1 O.C. w/�Ar iT• � b �$ ANCHORS SP NO1 1 SG 7AR'g157GT 7 c I I (SEE _ I I W 1 CQVL72t7EI C- i POU TPOURED Coma --Tf I I POVRFD LOiJp7E7E REOWRED � � � j RtpfT97m 1 2 �� I 3 J I yl I I 1 CIL n O ...� 5'EPARI 1'ICTITT 7TON 1 T Ci 1,1 1 j 1 .BASS j -{!" SEPARATXXr i I ITT GLL55 1 8 1 I h 1 1 W �f'16+.SEPA?A11LW . 1 j I 1 N 70 GASB 1 h y 1 I V 1 1 I 1 x SEPARATION 1 1 1 I 70 CLASS 1 SO,; it/EAo�MacNwE SCREWS W/©AT 12-- D.C. 2"a.G E P I I j 1 1 1 I SD1/4-20x.7/4'SS e jIL 1 I j 71lRE TEAR MAC I 2 Ir/®AT 12• I O.G I I ANGORS OR OONCREIE BLOCK f (SEE SCYimULE1 I REWIRED W POURED CttNTRor 7 COME ., OR CQYCRE7E BLOCK (OPPOS +) 1' 4; 1 1 REDUNtED , 1 1 SECTION 0 ANCHOR ANCHORS strTEDDLb E a ORs� i AAr7X m Anr.Ii (SEE SCHEDULE) 6 Cont C9P p7)>o RIIWN�C� SECNON®ANCHOR (SEE SCERDULQ 5 c t I AT NdN HURRICANE POURED COMREIE LONDKWNS. OR CONCRETE BLOCK / TTEOUMm I 1 I I 1 I i i I 1 SIDE WA LK BOLTS ARE J/4 10xJ/J2'THCK NEAR (SITEET 11 NE SCREW w/caix cas PER Hors az 8.2 g I I 1 BUILD OUT INSTALLATION B.2( 1 i TRUSS RSW DOLARE//2.Oxi/a•RXK WAD ; ; ; SECTION 4 M40NNE SCREW W/UNCM AS PER NOTES A2 d , aZ SHEET i). POURED CONCRETE I REOfc� SECT/ON 1 ' a cont 7 (opsy PDsmom+) POURED CONCRETE /Y;1111111�11 REQUIRED SECTION ® STUD ' SECTION®SND SECTION 2 WALL AIC FLOOR MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ``.1����[(1�111i�p ,,i,, SECTION 3 \�\\p� ........... .........<� FLORIDA BUILDING CODE (Non N/gh Velocity Hurricane Zone) 02115 M=M hW- 24 GAGE GALVANIZED BERTHA STEEL.SMMI PANEL FrLL (2'DEEP) DRIWN Br. N07E FOR COMBMWN OF SECTIONS + -'• 0'4 - C EASTERN METAL SUPPLY, INC~ Os/T6/IS E a=EDGE DMANCE '�_' 'M t" O INC. MID 1768 War ROVE D,'M COMWALLBINED I MWN7WC BECKONS GIN BE ISSEE SG/EDuf£ON T EWt 5s7 357-AMr W n�7 EET 7f �.�Q•' '�:� eniu�NR ter.,a.ENGINE M Nueri n ialm ! 1 (Sail WS-47W COM&HED fN ANY WAY TD SUR ANY fNSTAUAKOK �••. O P, Q P>a ! (anla,r-m1 ORA 4wM� e F ' IO •'�14\\� EB-0006719 �ixx, 1....' ML t RLUr Jr.+1si 11_rx avxn> >� - sNrtr s 0r ra iEilfi111111411111 - - - 1 PWREQ CONCRETE 2',J'x.093"JIG5-H14 OR C(!!PANEL LYINCRE2 BLOGX 6063-TB ALLOY ConE Alum.ANCYE OR Z i4"MU00 W1R1 1/4 rAPCON ANCHORS AQ'012'O.G FR4VE REQUIRED 00 -� / 1/4 WCON ANWORS (SFE SdE E 0. 1 0 I2'O.G t/a'cY r.000• TNLF PAN¢ / RFDUIRED E>) PWREDONOW CONCRETELOCK CONLRETE Bcocx JI05-V OR 6063-T6 ALLOY o \ ^ �OR 2x4'WOOD Cant Alton.ANGLE N I N7AME RE1WOd�D ill a 5• / ' GanE CASE A (Plan CASED (Plan) h Y j �CONCRETE � � YARIES J'u u 'OR 2 i4"W000 i i Mar. $ FTLutE REODUtED X m BUILD OUT DISTANCE y POtno CONCRETE / CONCRETE BLOCJI OR 2.4'woop FRAME REOWREO x z 5 .�I"Mea SEPARATION TO GLASS ; d i I � � �1/r20XJ/t•55 SOU4HE /r2arJ/4'SS saaw i� ,�,HEIO MACN/NE SLIPEWS ' j HEAD MACNNTE SCREMS W t L 1JS � w/®Ar,12'aaL 8 , _=�_-�z=__—-- ------- NTTd9CX5(TYP) Plan QanL CASE E it/rzorJ/r ss snuare� ' / HFiN M900NE SCREWS 4'x 4•r.072' / I J1O5-H14 OR T6 ALLOY REOU/RFD I W/®Ar t2'as C-L Alum.A� 1/4'C L MAK CONCRETE BLOCK � � a OD CASE B 6 an) 0W CEILING & FLOOR MOUNTING 0/4 r^�'ON N° ruo0•vn 0 12'a a I ESD' INSTALLATION - SECTION 5 AftCASE F (PlanCONCRETE BLOCK ) OR 21.4-MWD SCALE:3/8'- 1' ERAAIE R&QWREO 1.000 2"r 2'r.OSS'TO 'AUERNATE LEG LDDITION E a=� � � C-L I END CLOSURES DETAILS SHEE(6) .080'J105-HI54 SNEET METAL Alum.Boer PLATE `` SCALE' 1�4 = , NOTE FOR COMBINATION OF SECTIONS: CASE C (Pl /F1111f11{ICi4Slj WALI,/Fi00R/CETUNG MOUNTWC SECBONS CAN BE \\\�2R A;• ' � FLORIDA BUILDING CODE (Non High Ye%city Hurricane Zone) \�•' `/J•�� 02015 7XnW,INC, 24 GAGE GALVAN2m BERTHA STEE7 STORM PANEL ViU- COMBIM71 1N ANY WAY TO SUIT ANY INSrAUATKJN +\ `l:' �IC I:N v (z'DEEP) DRAW Br: 1 _ C EASTERN METAL SUPPLY, INC. 03/24/15 ',• - E O 1 N C. 4268 ersr Raw Dmr M1P 'C1• k- nLLr TtsTINO a ENGINEER/NO COMPANY %W PAG!BSACK FE 5507 15-041 •. glYd afA I[r.lea. Sia!G M-+w GY¢a'6 N MI PYk 1�I)333-6D6f FAK'(561)586-478V iJOQbTI-rv1 ,�.m, our raw rosmw ORAmnc No SFS .� RIDP EB-O"7F9 Oalr-22. w:v `C, a WALTER A 71LUr JrP.E SNFET 5 ID •••\`\� R.a7TW 1i4 44fR - - - I„'FrF1/1111i1f111111111\\\\ . jAr' V TAPCO S cxmwc 00 HEADER / 12'ac. 114V TAPCOAG AT 12'D.C.Imn9wRLY AaMENT gaMCEff POURED ,PANE. REAIOVAME PANEL OR LVTJgfETE BLOCK 1I 2 No r•sa. 1 rre'n 1 m•Y aA6 1 I 1 I M— I 1 I SECTION B—B r 7/4=2011'SS I I I/4=2ati'SS I I SCALE:N.T. WCA E SCR I WCH E SCR ®E SCREWS i j I.rACHINE ST.RENS j j W/ AT ovu?L PI I 1 :I/®AT OVEldM 1 1 1 I I 1 I 1 I 1 I 1 I 1 I I I 1 I 1 1 1 1 I I 1 I 1 I I r I 1$ I I$ I I y I Itl 1 I I I 1 I I I 1 (TOP) 6A.68 1 (TOP) POURED RE BLOCKY 1 REDWRED J- i 1 I 1 Aai4CBVr 1 1 I PANEL 7�4-_ �Y - AT r Tac �. wuw2 AT 12'O.G W®AT OVER7AP PANEL PANEL \1111 AT :9CW1'S OF PUTS AT q z4"a AT AT T2 REN1flIED 'as a e WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 6A SECTION 68 SrAIE:J/6-- 1- SCIVE:J/a-- F: INTERIORLY REMOVABLE STORM PANEL SECT/ONS J- — — - — — — SIDE WALK BOLTS ARE J/4 V.T/J2-THICK HEM J� wcmw SCREW W/tumm AS PER NOTES A2 A� �; A.S.D. DESIGN PRESSURE RATING = +57.0. —57.0 p.s.f. B2(SWEtT 7) ++ BRE°CYPLY TRUW HEAD BOLTS ARE IA-Or/B'VOW EiFAO 1 (TOP) Ao1am z: PANEL r 6A.6131 (TOP) (w/ttrcrx>s PER NOTES t2 a EACH AP FLAWE 'P /j� FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zona) ovETaAP ETArTGE �� NS•. ' 02015 T4TFLYl,auc 24 DACE rrfLIMRZED BERTHA STEEL STORM PANEL E.RL INTERIORLY REMOVABLE STORM PANEL — F (z•D—) awwNarz '�Q��•;.f�yL��r,/ ` ear as xns,sx ma lmwr Quer s rc sr .3124115 MEASUPPLY, INC.PARTIAL ELEVATION sr8 wrsr RO4MONE WEST P� AMFnM407 15-0415 nu/r Tisxc a ENWNEERMcOMPAw TYt(ssr)SIJ 6x67 rAr(56r)588--42W UU 'Q . No.r OmTrr U-000 ra:rwun-rvl nRAwfic No W; A.MJ-ff1 Jr.P.E. an rr-m a{�N/rs K - 42ST 6 °F f0 Ai 0 -'j' nraeral u< - 'rr7jlhntiuTit���` I/a'0 s�rAticon�s oR r/a'r 1/4'0 TAPCONS f/a'0 rAPcoNs. sc+rEW ANpR72S(ssc1 (SEF SCREDUIE) (sw wrEDNL£) SEF SCrrEDL¢E) HO OriCREWS 114'0 TAPCGa W/ AT!z"O.C. (� SCMDf/!EI ' I (1 • o Ix .. I O , i •.•1 1 1 W 1 Y I NUM IIFAOE>7 I I Cad. �` i , rh ` I i REO RKE`��1 I h r11R7ED j N 1 1 J 1 WDDO 1 � O I 1 4 WG1L17 1 REOUREU I '1 !"W SEPAR4TRIN1 = i 1 v REODURD T'A(m.S'EPARADON ' ' TO GLASS I y m TO GLASS I a VJ7 �56 ' 1 1 1 I v I I 1 T I Y41X7 1ORASS i r•as. 1 I I I I 1 �Sv%wMv w TO R,ls r/t—zo.J/a"ss SQUAW NEAD1.::1/1NJj SCREWS W/®.: 121 t/I-ZOJ/t"SS SOWRE 1 I FffAD Y4GWE SCREWS ,i , - i i ; W/©AT Iz'O.G 1 tl 1 ET. (OP —� `J I• 1 3 u •.:'..: i AW(Md�O T Q"FN f057RLN+) i h ' !/a'0 DIPCONs wx z;s WobD 4—r' /*' TwcDNs (SEF SCHEOL ) DECK REfX187FD (SEE SOYEDYJLE) K (NO MSR ALLOWED) , I SECTION 9 ANCHOR 5 Co:L 6 c rrL SECTION®ANCHOR w.sus•nA I AnrAan Ii 1 I Hw�'r DNs r/a'o wcOlc I 1 I (SEE, axq4 (SEE sa"Uto IIM11 1 BUILD OUT INSTALLATION I 1 ALTERNATIVE 1 ALTERNATIVE 4 e c� eauua I (OPEN P="ON+) !/4'b 7AlL1NJ5 SECTION 0 STUD wN z.6.,� I-1' (sx•E'srsrmmE) al DECK REQUIRED ALTERNATIVE 2 (ND FWISH ALLOWED) SEC77ON®STUD FOA41E COVE? WALL & FLOOR MOUNTING INSTALLATIOIJ GP MH REO"ON CLO WALL MOUNTING INSTALLATION ro NrruRRlcw£ `MON& \`�,,,vyy�1}((�{.��.ALTERNATIVE 3 FLORIDA BUILDING CGDE (Non High Veloc(1y Hurricane zona) '`n. 02015 TSTEM,ING 24 GAGE G4WANIZED BERTTW STEEL SMRI(PANEL F.RL NOTES: vAr � (2'DEfP) OIx1wN&:T.94STAUAYMS ARE ONLY VALID FOR MAK ASL.D£SICFI PRESSURE RATWC EASTERN METAL SUPPLY, INC. os/zr/rAND PANELS GOw AS PER saig LES ON SMELT z(EXCEPT AS NOTED) DO& IL ECOrN.. 4zM�r��2.SEEANCIRJR SCNEDUL£ON SNEFr I0. BFAX FL JJ407NOTE FOR COM&NATION DF SECRONS: -o. -- TILL?TESrrNO k ENGINEERING COMPANY FAC(561 588-4780I5-041 )5 FOR NEW WOOD FRAMECONSTRUCRON:WOODMEMTERS ro 8E SCWTNERN WALL/fLOOR MOUNRNG SECRONS CAN 8E p: .'yT.` . Iw•., oo�aPINE Na Z W/SPECIFIC DEAMTY(G)-OF 0.55 OR EQUAL COMBINED AV ANY WAY TO SUIT ANY INSTALLA710N• $0WALTER 7R1R71 h.Pb m rr-m, aVr/ra '.F'•.�0 F.� FLM J 4aer E M7WG F.. f/z PLriDOO REDb(TmJ w/FASTEMW BDW(sw su mmp AVSD RCr aR .STMSnKWRALCODE E0 MAI TO OF ElrsrPY Y WCOM 115IJr w/1/46 PROF SS BE cExl/nm sr 0 24 TaU=OR R THRE40 w/ IEMT M n UMAUAT"L PLYYNDD (SEE swED AE) 3 n / 1•r s'i l/B'M!K(60W-TV) b ALOLL II/PE W/(J 5//6-0 Y UG 500 SCREWS ro PKAT MP OR RAT7Ex 1 m y - EO LOCIIE SCREW AT YQm f ll OF N OD EXISANC ADLIEI/FfR(2'M!K 1 1 NMAKE IVDTM)W/2 r/2'WM � I i 1 TW7FADm PENEn?4VOK 1 1 1 Vf"HEADER ' 1 I RECUR ED .smArat7M i I 4 1 TD( I 1 1 IVG1.1.55 i CortL AT 6'aG 1 4 c—L I 1 T h 1 I-M ' AWN— ro 4A5'S TO SM GASSY ! { HRAD20"uE sc�Ws r/e fo T/4'ss snDARe � NFAD FAc1aNE scREws i 3 w/QATIras a OP770N 7O w/®AT12•a I coe i ALLERNAME 5 I �7OP7 Mmr'2'.'6'WOOD REavRED ' 1 (Wi RNW AunKtnJ. ' t o • M1 1 n ' I 1 14Y TA WNS 1-MIn { I / 1 (� El 5 C-L ' CEILING & FLOOR MOOMW INSTALLA710N ALURM471VE 5 Eaazux r/r Y1O0D REOb(TVP)W/RASTURM TO STUDS AS PER SECWN 2304 OF THE hMa4 BU&EXNG 640E w/f/4e TAPenN w/r5p2'&C THRRADm PFh�rRA"W W70 Pr-rwwa(sx sralmUrO BUILD OUT INSTAL"T/0N NOTE PON CWBIMHW OF SEMONS: ALTERNATIVE 6 co'ED dW AY r SSwAr AW IMSMA7Ano�N NOS FLORIDA BUILDING CODE (Non Ulgh Velocity Hurricane Zone) T.TNSTALIATNN s ARE ONLY YAUD RTR W.Y.Asa DESIGN PRESSURE Rwwo tS '-.v ANO PANELS LE?Z%6 AS PER SMMUIES ON SHEET 2(EXCEPT AS NOTED) nT0 C� 02015 m.TLW.M24 GAGE GALVANQFD BERIHA MEL STORM PANEL Rxt 2 SEE ANCHOR SCHEDULE ON SHEET 10. Q41 _ (2'DEEP) WAIW J FOR NEW WOOD FRWE CONSTRXWM wn00 UEUaERS TO BE SOUTHERN � EASTERN METAL SUPPLY, INC. ar/zi�rs PINE No.Z W/SPECIFIC DENSRY(G)OF 0.55 OR EQU4L 1 L ECO 1 N C. ass"ST ROes CMVE MW RAM BOM TL JW7 TILL?TESnNG 4 ENGNEERING COMPANY JS-04J PTE(;61)5sT-bas/ M.(xr)560-4760 JaM Jt(�Sb.J0.[Np7Y1 CM[IG.2 Albtt na.: ORAwwc Na ''AAi,,�L'AL ENG ti�`1WALIMA.�'f H1PiE as rr-na ainNF - _ 5¢ET 9 0R 10 R R q i 'i "t 9 == ' ' ' ' > > ' M , , , ' , , > ' b y IN J C C O 1 ``\���y�� •�y9l�G R R w u. R Y "' Y Y Y Y � � R R y � w, i. y nj w �a •:T� �C].•�+'• > > N 4 N H ' N Y Y j ({ \y ' � � L( N •{ 'S T N 1u jt $ �. � ^/• •••�-j Y • �i • • • • Nl Qe • 1 Ni o � mnr: H �E 5 `�F t8�ff� Rim n � . 8n r n O y d irk P � n 7