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HomeMy WebLinkAboutProduct Approval BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 6 Facts Publications FK Staff BCIS Site Map Unks Search Florida Product Approval v p USER:Public User n:. Product Approval Menu>Product or Applica[ion Search>Application List>Application Detail ---- _ RECEIVED t7 tr I"' FL# FL11964-R4 Application Type Revision MAY 2 3 2018 Code Version 2017 Application Status Approved ST. Lucie County, Permitting 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 'OLE COO,-v, Irodriguez@easternmetal Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation 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,Jr the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmam Ir Validation Checklist• Hardcopy Received Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-097 CERTIFICATION OF INDEPENDENCE.PDF FL11964 R4 COI EASTERN METAL SUPPLY,INC DRAWING 17-089 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 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 17- to provide hurricane protection. 097 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-097 0.050 BERTHA ALUMINUM STORM PANEL.PDF 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 R4 AE EASTERN METAL SUPPLYJNC. DRAWING See sheet 2 of installation drawing for other spans and 17-097 PRODUCT EVALUATION REPORT.PDF 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 17- provide hurricane protection. 089 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY, INC DRAWING 17- Approved for use outside HVHZ:Yes 089 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL.PDF 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 of FL11964 R4 AE EASTERN METAL SUPPLY,INC DRAWING 17- installation drawings for other spans and pressures. 089 PRODUCT OF EVALUATION REPORTPDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.cop-yrlght 2007-2013 State of Florida.::Privaa 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 mail to this entity.Instead,contact the office by phone or by traditional mail.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 thepublic.To determine If you are a licensee under Chapter 45S,F.S., please dick DAM. Product Approval Accepts: Credit Card Safe GENERA[ NOTES• 1.11 GAGE BERTM GALVANIZED STEEL STORM PANEL(1"DEEP)SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.) (C)lO E7OdlY'/0 MdC10 gpyAE BLtEDWGS.WITH SPECIFIC WMW1Y G-0.55 HAS BEEN VERIFIED FOR COMPLIANCE/N ACCORLLWCf W/IN TfIE TO17(61h EDITION)OF THE FLORIDA BUILDING CODE. THIS -'114'0 TAICYW',AWNFPS AS MANUFACTURED BY LT,W,BDILOEX. 24 GAGE BERTHA GALVANIZED STEEL STORM PANEL(2'DEEP)S/NLL BE INSTALLED AT HIGH VELOCITY HURRICANE - 1/4"P S1:nTpO10A/S.A;MANUFACTURED 8Y I.T.W.BUILDEX. ZONES(REAM/-OAD£J'BAOWARD COUNTIES). - 1/1"I SAMWM SCR(W ANCCNORS(SSC)AS MANUFACTURED BY ITW BWLOEX 0f5CN WIND LOADS SHALL BE.DETERMINED AS PER SECNON 1609 OF THE ABOVE MENipNfO Cp0£, FOR A WNQ SPEED AS REOU/RED BY THE JURISOK7pN WHERE THESE SHUTTERS WILL BE/MST ED AND C 1)MINIMUM THREADED PENETIMRON OF UPCONS, SG OR S4MMY5 SCREW ANCHORS(SSC)INTO WOW W7 9tul BE 1 1/2 FOR A OIRECTI(MLIIY FACTOR K0-0.95 USING ASCE 7-10 FOR INSTALLATIONS UNDER 701 i FW ANP SHALL NOT EXCEED THE MAXIMUM(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7,'6 THRU 10. C.2)ANCHORAGE SHALL BE PERFORMED BEYOND ANY FRMSH ANTERAL AT WALL LIKE BRICK VENEER,SRXC•0 OR ANY OTHER IN ORDER TO V£MFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOAD$DETERMINED PER ASCE 7-10 FINISH.ANCHORAGE SHALL BE AS INDICATED ON NOTE C 1)ABOVE SHALL BE FIRST REDUCED TO ASND. DESIGN WIND LEADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO (0)ANCHORS SHALL BE INSTALLED FMLOWM'G ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TRE ANS"s MANUFACTURER. TO COMPARE THESE W/LAX. (ASLO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 6 DIRU ]O. 7..PANELS MAY ALSO LIE ALSMUED HawaNTALLY FOUOWWG M(.STALLATON DETAILS SHOW ON SECTXXIS I TRRU 5(SHEETS 4 d 5 FOR 24 GAGE BERTH GALVANIZED SIEEL.STORM PANEL(2"DEEP)ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN C[MCREIE/$LOCK EUBSTRITES)AW ALMM7W£S I THRU 6(SHEETS B d 9 FOR WOOD SUBSTRATES)EXCEPT THAT HEADERS 2 2A 3 VERIFIED/N ACCOR04WE WITH SECTION 1609.1,2 OF THE ABOVE MENTIONED CODE,AS PER AAEER/GAN TESTING UB OF k f SMAL MOT BLE USER SOUTH FLORID♦, REPORT/11304.01-OB,AS PER ASTM E 1&116-0.5,ASTM E 1996-05 AND ASTM E JM-02 STANDARDS; 8.IT SHALL BE THE RESPONS/BILLTY OF THE CONIRACTUR TO VERIFY THE SOUNDNESS OF THE STRUCTURE MIJ RE PANEL/S TO BE AS WELL AS REPORT/1220.01-05 AS PER ASTM E 1886-02,ASTM £ 1996-02 AMD ASTM E 330-02 STANDARDS AND ATTACHED TO INSURE PROPER ANCHORAGE. THIS PANEL SHALL OAt y BE ATTACHED TO POURED CONCRLTF,CONCRETE BLOCK OR MOOD AND REPORT/0926.01-05 AS PER ASTM E 1886-97, E 1996-02 AND ASTM E 130-O2 STANDARDS, OL.pUF1ED FOR WIND FRAME BUILDINGS. ZONES I,2 AND 3.MISSILE OPf 0(BASIC PROTECTION ONLY)AND FOR INSMUAWNS AT NON ESSEJIML FACILITIES AS DEFINED BY SECTIONS 6.1.1.1 AND 6.21.7 OF ASTM E 1996-01 AND ASTU E 1996-05. 9. THE INSTN4AnON CONTRACTOR IS TO SEAL/CAULK ALL PAWL COWaWNT EDGES WHICH REW1N AV COMMUOUS LYWTKT MIN THE BUILDING TO PREVENT WNPIRAIN INTRUSION.CAULK AND SIAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 1.ALL STEEL SHEET ANAL PANELS SHALL MME STRUCTURAL QUALITY ASTM A-653,GRADE 80 WITH MIN Fy- 106.0 ksi, WITH G-90 /0.24 GAGE BERTOA GALVAFWZfO S1Ef1.SlDRM PA/VEL 1 DEEP)SHALL COMPLY MM SPECW74Ai/CMIS MDiL"UID M THIS DRAWING PLUS GALVANIZED STEL OiLSXAWTKMt ANY BUILDING AND ZONING REGULATIONS PRONGED BY IFI£ UR/SOiC77ON 109W PERMIT IS APPLIED TO. 3.NL ALUM/NOMI EXTRUSIONS 14ML BE NUM/NUM ASSOCARON 6061-T6 ALL Q TEMPER [£$S OBlERWISE NOTED. 7Hf NR;KNE55 I I.SHUTTER MANUFACTURER'S LABEL SHIP(BE LOGTEO ON A READILY ASTABLE LOCATION AT PANEL W ACODR69N[f IWMI$ECTA7N OF ER EXTRUSIONS SHALL BE AS SHOWN ON THIS ARAWiVC.STORM PANEL COMPONENTS SRIDOEO SNAP TRACK AND FEMALE 1709.93 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPEM77A7.IABELM IO COVALY IWMI SECTnN COVER CAP ARE A17fNT PENDING (709.9.2 Of THE FLORIDA BUILDING CODE 4.ALL SCREWS TO BE SIAMESS STEEL 304 OR 316 AS)SERIES OR CORROSION RESISTANT CCATEO CARBON STEEL AS PER DMI 50018 12. (-) THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMARON FOR A SIZE SPECIFIC PROJECT,'i­ W/50 km YIELD STREAVM AND 90 ksi TENSILE STRENGIN R STALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411 J.J4, WHERE THE SITE CONDITIONS DEMITE FROM THE P.E.O. 5. BMTS TO BE ASTM A-307 C4LMMIZED STET OR A&304 SERIES STARLESS STEEL, MTH 35/oi MINIMUM YIELD STRENGTH (b)CONTRACTOR TO BE RESPONSIBLE FAR THE SELECTION.PURCHASE AND INSMLLAIAN INCLUDING LIFE SAFETY Of THIS PRODUCT, S45ED ON 7W P.C.D. DED Wv'VE DOES NOT 6.ANCHORS TO WALL SHALL BE AS FOLLOWS(04LESS 07HERW/SE NOTED). SAr NAT SITE IS THEPROVICONM4CMR*S RESPONSIBILITYDEARTH FROM THE CONDITIONS DETAILED LW RAS DOCCMFNf.C0N31RIACIION (A)TO EXISW POURED CONCRETE,/'C-3191 ML MIN. (c) THIS P.E.O. MLL BE CONSIDERED WIALID IF ALTERED BY ANY MEANS. I/4''/TAPcav A HORS AS MUI.ITAC7URE0 BY I.T.W. BUkDEX. - 1/4I S.C. 1APCCIN3 AS AAMA9ACTLRED BY LTW.BU/LDEX (0)SITE SPEC/FM PROJECTS SHALL BE PREPARED BY A PROFESSAW ENCACER OR REGSTERED AACWTErr*MCH WILL BECOME - 1/4"I s J/4"ALL POW73 SO IO-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW,&DLT}SP£CA.TY COMPANY. THE ENGINEER OF RECORD(EOR.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FAR THE FYMF{R u5t OF THE P.EO ENGINEER OF RECORD,ACAHO AS A DELEGATED ENGINEER TO THE PED.ENGINEER.SPALL SUBLET TO THIS UTTER THE SITE NOTES. SPECIFIC ORAWACS FOR RENEW. A1)MWMUM EMBEOVENT INTO POURED CONCRETE OF TAPCON ANCHORS 15 1 3/4' (a)THIS P.E.D.SMALL BEAR THE DATE AND ORIGWAL SEM AND SIGMTURE OF THE PROFESSIONAL EAGrAW OF RECORD THAT A.2)MINIMUM EMBEDMENT OF 11410 s J/f"ALI POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO PREPARED/r. EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'I-20 S.S.MACHINE SCREW(SIDEWALK BOLT OR TRUSS HEAD)USED SHALL BE 1 I/2"LONG MINIMUM SHOULD STUCCO EX/5T,AND 1'MINIMUM FOR WALLS WTH NO STUCCO, AJ)XJ CASE TIAT I,BE LT STONE,PRECAST CONCRETE PANELS OR PgVFRS BE FOUND ON THE EXISTM HALL OR FLOOR. RECEIVED AH/CHLN9 SMALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SIWL BE AS NDCATED ON NOTES A 1)k A.2)ABOVE. FILE COPY (B)TO EGSTNG CONCRETE BLOCK WALL,ASM C-90 UNITS- MAY 2 3 2016 - 1/4`a TAPCCN ANCHORS AS MANUFACTURED BY LTW&HUXX. - 1/4'A S4TAPCONS AS MANUFACTURED BY ITBUILD£X W/f,,- 1500 p,,;.MIN. $T.LUCIt COUnty,Permitting 1/4'e e J/f ALL POINTS SOUP-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT k SPECIALTY COMPANY W/!'m 1800 Pao.MIN. THIS DRAWING SHALL ONLY BE USED TO NO OBTAIN PERMITS IN THE STATE OF FLORICA 81)MINIMUM EMBEDMENT OF TAPCON WTO CONCRETE BLOCK UNIT SHALL BE 1 114- 62) /4 B2)MINIMUM EMBEDMENT OF 11410 r 3/4'ALL PORTS SOUP-SET ANCHORS SHALL BE 7/&"NFO THE CONCRETE BLOCK.NO AI` {.• p',T1.... EMBEDMENT INTO STUCCO SINL.L BE PERMITTED 1/4'0-20 S.S.MACHINE SCREW(SIDEWALK BOLT OR TRUSS HEAD)USED ••GENSF•,•AQ $ SHALL BE 1 I/2 LONG MNMUM SHOULD STUCCO EXIST,AND I'MINIMUM FOR AWLLS MTN NO STUCCO. ; J BJ)/N CASE MAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXIS77046 WALL,ANCHORS SHALL BE $ No 44167 FLORIDA BUILDING CODE Non High Valxl/y Hurrlcans zone) LONG ENOLKaI 70 REACH THE AWN STRUCTURE BEHNNO SUCH PANELS.AHCNOldIGE SHALL BE AS INOIGIID ON NOTES 81) \N • lA 02p17 1M.IECO,Ax, 24 CAGE QLLNWIED @ERI1N STfQ STORM PANEL ILC ANO B.1)ABOVE ;�,s OF ) (2'DEM MWw er. C 1 EASTERN METAL SUPPLY, INC. al/ayf7 LM ROADS AME WR: J-Io�MA'�F•, ilL[IT TES/MO t[ 0 COMPANY T-M SOL 13•ROF I 11\• Iov N�vN aarov.n xnw Hrr.(>.J+1�7-ager rAr.06115b-4Ra 17-089 IIER A.POLI Jr.PE FLORIDAOFLORIDALc. HI67 SNFTI I pF Ill MAXIMUM A.S.D. DESIGN PRESSURE RATING (,n:./.) 6 6p0• -0°0 repo ,,�•� AND CORRESPONDING MAXIMUM PANEL LENGTH p,�r. •�- rr.r •1 7� 7 r.o '�- t-r.r7a•1 u (I)-L+:ANYMII/M AwgMlalE PAllf[IEEA:TFI Fqf A f�LFN P0.9rF ASa OESNRI LOAD. 1� MWE nNis IENCM ENR A GBGI REGOIE AS.0.DOW LaW a n� 0°JL (r)PROCEOVRE w a,w�x LrrrAr AurA LRESM MR rw AoLo a OR nooRltxxLw: w @. A f090K ASO.MW,OR LOVA OEMNOW tanner R 4 UWOM If'nM rAlbT[A M lW Asa DES"LOVA VETE NAW LLVraNN Aa6L LOCM 2-•FRow mer AlLOeWLE AW[L LENOM a WW TO W MWN DfM M M MAKI LENaM 6ET6EEN 1.•Awo f,l rTRVLurr nva'L lfi['CM ra er al• FULL PANEL W10 HEMMED EDGES HALF PANEL W/0 HEMMED EDGES $C fEDULE 1 r'-r.r1Y A/APANEL!£NG1N "I.I" ,•_.006• 6.000' QOm• 6.000' r.o (- - rr.r •1 r.m•�,' m'r A6 CavmmO rsaElA mo b fir' $ u°s�+ $ aesgreT),rr6 � r"A�rab I—r.om•—I I—rima•—I ll,o a•-7- o'-,o• l6.0 a•-1' 9'-7o' FULL PANEL W/HEM HALE PANEL W/HEMMED EDGES 1a0 a-l0' 9'-l0• OSTORM PANEL uo Ba' s'-ro- SCME JIB I• I o B•-s' s'-a' 16.0 B'-!• 9'-I• I8.0 a'-I• a"-a' r �cavcRnE ANCRaK(mr SarmME)� sao 7,_1 F, e._4. 1 Alin. I w;n. 020 7'-a' 8'-0' O r— f t — -r T 34.o 71-7. 7•-a- FFT f I H 560 T-S' r-s• SEE CLOSURE szo T-1' 7-1• j —OETAILS ON SHEET 511 - 4 m �• A A SEE CLOSURE SECTION A—A \ /f�DETAILS ON SHEET 5 —'1• w�'� •.........��T� N. T.S. ap `: JGENSF •.• `� .' L FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) r No.44167 ? 0m17 MTECAa e. 24 GAGE G4LVANIZED BERTHA SIM STORM PANEL I.e. * (2'DEEP) arNN en I—� � rnRCREEAae, scNmME) —1—oX� ; EASTERN METAL SUPPLY, INC. oryrs�r7 lE Cr 0 1 N c. +ms rLEST RMOS aaW LTE: YPICAL fLE✓AT/ON .�•' \'�rr/` TAUT TESTMG r r QIWER,NV g%Nr first auw eEACR,n,w7 W(set)WJ-006i F".(ser)6,B-IM0 17-089 sS10MAI E'�0 EB-0ma119 " �• aYB111i`la w ...•,,, XpILTER A"WT Jr.P.E. FLOR64 Lk. 61167 S,EET 2 W10 N ip 1— r ry r Yw ra3D I at'� -.1r�' n 0110' 4� .ro,7' p 4� 8.100• .092" K 2 •Og4' i� 1.115' R.126' R "^� 1YP. R.123" J $^ 1-:irp• n ILII I .G9i' N �N F--1 '--i h F--- 200 I 2.(25' jI LL22.125• 3r.M4�I� .I000�AAvr� • 1.471" OPTI--Q.49J'--�i _ " ® QUT M24 £T� © "h" HEADER � "h" HEADER XDNAL) Q WILD OUT "h" HEADER (3' AIAX..) O "all H,dQ�R 1. ,,• 0.317• uo' .IBB /,OqD'A/Gr o i/4'-To+414'S.1 4.] -r- � ¢S �ru•aa � I F_ ry t bR.062 x .090' L -7 r— , D EDGE OF(D .csl• LF 1_ l- -I �1-083"IYP. �-•-•.�'-.��. Q ' EDGE Of0 6 CK © CK LARGE KEY HOLE ® ROUND HOLE AT PANEL ® KEY HOLE WASHER "F" TRAI" STUCCO TRA STUDDED ANGLE 3105-11154 ALUM. ,alcor 646" 440 oas• �. 73D'o i..IA 16 X79 ° �� COMPONENTS .666" '/'-10 i 3/' s� R1.901" ® WASHERED W/NG NUT 28IJ• .eL �wl�ra""etc-€Dawns�® a1.e26" DIE P.4 • 7) .062• N L R.106" 7yP. a ✓L .540 R.208' V �SF•'•. FLORIDA MOM CODE (Non High VoWly Hunleon0 Zone *f N0.44167 ".1 i •2017 Ml=M. 24&WE CALWWWa MUM VM sraw NNa LG • (2'MPI aer.m sr. STUDDED SNAP TRACK D FEMALE COVER CAP * '*: er/yir7 rr EASJERN METAL SUPPLY, INC. am sw Balm ame m1c �" aP •• -taw ei' 7aaSr Prr Asr1�'au�or/ n' c tun aei,m uo /7-089 OVAL VV.,. n-eMLff • ISILIER A U. 1✓r.P.E. m awr RaKN l/u Nlsl 4 III SG AI(91 OR CONCRETF ax RFDUIRCO f 1OfJ/1"S$ Qa I/1 PO IRU$$H D IoMQ�, 7A( J.(kB W OR 4h+ ANCHOR$ �I W (5[E SOULE FOR Rim ($£E SCHEDULE) • r�l7ir ,r W/7) t S.C. MR TAPCON$ � ($Ef O0?s LE POURED GCAI ifOXCX I POI/RED CONCRETE s NFou'MED � l E-- 2 REOUIRED ci I 1 i I I T•' 1 t N1 r�' i I �u i I'Nin.$EPARATpN 1 70 CU55 1 70 GLA$$LASSIK}V 1 I ; ` j N f I I j t If 1 I JI W.SEPARATIN To cuu t 1 1 scRE*J WT i f I I ' . E A a.c. i r 1�3lLj/I'SS PalREO COHL'RRf I 1 I D�"^J I/©•Ir/ M COMCRETE 4CDR I (SEE Schroar) 1 j REOUPED d ; POURED Cosoam I b i OR CONCRETE BL= J CMI. ' REQUIRED (OPEN PO$IirGN NM76i4 _ � R SECTION O ANCHOR ANCHORS Q ; fSEF (SEE sMepxc) app pEiq 6 Os e LTZ (SEE SCI vlw pC SECTION O ANCHOR 5 o,•I. 1 POURED CONCRETE I OR CONCRETE BLDOK ! REOUNED 1 1 1 I t SIDEMWK BOLTS ARE J'1 O,c7/T7"THICK HMDI j N2(SE SCREIY'W/(ENGIH AS PER NOTES Al dr I e« SHEET IJ I BUILD OUT INSTALLATION Zn HEW ears ARE I/i"mI/R"TMCA HEAD i I SECTION 4 WH -ICRC*W/(ENCW AS RIP NOTES A7* 1 BI ET I POURED RETE B O I 1 t OR UICNCRETF aOClt a C-C SECTION 1 REQUIRED i 1 cave (OPEN Pov r) POURED COArft E REQUAVO SECTION O STUD - SECTION SECTION o STUD -MOU N IN WALL MOUNTING INSTALLATION FLORIDA BUILD/NC CODE (Nan high Velocity Hu and Zone) No.44187 os°„°L m we 24 GAGE CAL�ANTZED BERTHA 1 STEEL STORM PANEL L.c IT (2'DEEP) mlxN Br. NOTE FOR CQ4BPNTION Of SEC710AIS: _ ST EASTERN METAL SUPPLY, INC. °'i'$/IJ E O. EDGE Ol$(ANCE ^ `, '/ L� OINC. WAL4/Fl.00R N4MTNC SFCTgVS CAN BE (SEE SCHEDULE ON a C L 6i 12M KV Rat —E COMBINED IN ANY MY TO SLOT ANY RT$JALUTKW. �TJ D A �` �r mill TESnNo f ENGINEERING COMPANY xEST 1111Y BFAp1,EL J}bl �? .ud a an w�wx ewR.s n n.M AN A4P).s.sl-sar Ru:(xr/34-IM 17-069 p�f� �AII;_IAID. :now. n.x WILIER A kr.P.E 11.104uA eA:.1 . «IBJ 1 1 y lG I A%4?0 CONCRETE 7"r J"r,p9J'1103-HIT 0.4 CUT fSWEL ��SOCK 6063-T6 ALLOY Cont.Num.ANGLE OR 711'WOOD WITH 1/1 UPCYN/ANCHORS O 17.O.C. EI01ME REOWRED .00 _I ANCHORS E O. Mi. 1/4 PRM ANGORS 1.0'00" (SEF SCHEDULE a 0 17'0.C. / 1/s"CL IN1' i----i p• 1 NALF PANEL —1 POURED CONCRL7F ' REO WREO ! / 7 '1 Fva C1MOCKF JIO6-RTI 0.R 50RJ-/5 AC1DY O 2W, BLOCK Conf.Alum.ANGLE OR 711•WOW 0.3' / fRIYE REOU'RED Mar. 4 Cm CASE A (Plan) CASE D (Plan) ' ' N V$ e x ' IINIEs J"" OR 711'AVW POURED c LLQ+' ; ;nAME RE0000[D X = BUILD OUT DISTANCE CONCRETE"BLOCK OR 211•WOOD fpA E REQUIRED —_•I I.SX 1"Yin.SrP RON To CLASS IIIy ' /I-70A•j/I'S5 SOIMME � M I/F)10 W6,rE 9C'�K IA'AO W/®ATT 12' 7'0.C. 5 CASE E (Plan) HSE EADMCMNESCRES ."x 1" POfAYD Come O]S' REOURED W/®At I2"O.0 310-HIT OR 6053-Td ALLOY fo"Cl _ Conl.Alam.ANGLE I/I'Q AM C. RETE (SEE� E 0. CASE B (Plan) FRAME REWIRED CEILING & FLOOR MOUNTING /I T0ANGHORs C7.w0 Vi" e rp'Q..C c INSTALLATION — SECTION 5 P WD CONCRETE v CASE F (Plan) CONCRETE BLOCK 01?2,W f SCA ]/B' iRANE RE"EO 1.000' 1'+7'r.033'ro ALTERNATE LEC LOCATION E 0-EDGE DISTANCE 7"x 5'x.033"Cont sEE s5G)EDO<f off Awm.ANGLE OR END CLOSURES DETAILS .050.3105-H131 SHEET lll'n A Atl SCALE: 114-- 1 METAL A—RENT PLATE �� �'= NOTE raw OCAMMPcw OF SECWNS, CSE C P! n �. F •��! N FLORIDA BUILDING CODE (Non High Velocity Hu one Zen. Awa SECEPONS aAN No.4A167 COE*W"RI ANY INY TO SW ANY EN'STALIA/KEK e1017 ILIEt4 W. 24 C"GA'L191(IMYED 9ERT7{A STEEL STORM PANEL La la * * (4'D£LPJ AI►Ilol ar. C EASTERN METAL SUPPLY, INC. 01 "' IL ECO INC. .IM MEAT RM09 O.R[ LAE: •��...f' ••\�,,� ` ntul IES11N0 f CNO Hcy Mc roMMNY —r IMLY mom n.U1V 533-don TATE(.1) 'mo 17-089 ONRL E (r�1ur-rzW.n,:/myin_ml Ov^w K E5-tM06)I➢ MIL TER A TRW naM0/L/c. M1dl 94i 5 aIE !� 1Qipf10S/9 i TAPCWZ W.No. /. 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DESIGN PRESSURE RATAMG = +37.0, -57.0 p B.I. r+ (I Y1 'Itr=IB'MICK NEAO 1 (TOP) NLWCTan p• T 6A,6B 1 (TOP) PL++NOTES AP+ OWN�nwlW FLORIDA BUILDING CODE (Non Hgh VeloctIy Hu an* Zono J• No.94187 eml?TPNza W.. 14 LASE GALWWZEORISTELI STWM PANG INTERIORLY REMOVABLE STORM PANEL z f i ( PARTIAL ELEVATION ? 1 EASTERN MEW SUPPLY, INC. SGVE:MTSA 1L! ECO 1BIC. 42"M ROAN ? .. •� lT5UT TL3IPIO k 11MNO HETI X BOWS R wW.(560,W-ow, w del/=4 AIO 17-019 -- ONAL��..• 0ppp .�. .m.R. aww w �I 1qL�AA 1RLA�P.E. m Wul AaNW Ue MIB) WFi B O�IB e o � �N� h _ •�2 mk' 0 h �_ a e E u ? 3e� ; L go fill 41 i - o 3 4 gaC Y G0. C' s°TAPCONS 01P I/Uro I/A'P TAPCONS o)APCONs. SO TS'SCREWANL (SSC (SEE SCHEDIAE) SEF sLHco.f) SSD W f®' 1/t-IOr.S A'S5 SQUARE TAEAD A/A INC5CRfWs T�•P ypolB W®AT II'D.0 IIRR 1 I I 1 I I i I X. Z ty19 7 1 I 1 REOIIWIR WOOD fPR£D I _HEAOEf 1 REOWR£0 I I I I G N1BOD(/EADE1j 1 1 i ro cuss I r eon sFPnanron _ 1 I•� I � f— to cuss I Q 71 a.ISS I yl i•/h I 1 rCl Y/MNIROV I/1-IOiJ/I"��5S 501NRE j 1 HEAD AMCMNE,SCREWS ' WS I/1-IOx•1/I'S5 L AYEHEAD ANCNW£SCREWSW/®AT/1"OL 1 (OPEN �11110 S UK IM•YOM �-I• I/1P LVCW.SH£DuIE) nREO ) (TEE SCMDIRE) 6 C-t SECTION O ANCHOR SECTION O ANCHOR 5 one 1 I IIA I YY IIN•I I I 1/1'•UPC'ONS. P 4/PCONS 1 (SEE S MXE) (RF SCHEDULE) i 1 ALTERNATIVE 1 BUILD OUT INSTALLATION ALTERNATIVE 4 allI I ( CONT a D (OPEN Pos .) SECTION O STUD �I" I/pro rAPcoNs MP+.1'rB'W000 (SEE SCHEDULE) DECK REQUIRED ALTERNAT/VE 2 ("° ♦ FE1WE COKR W� 11'I I• ' RT IN TION WALL MOUNTING INSTALLATIQNtlQ9'°REMNN cLasE AT NON HURRIGNE a`A1� •�`C V FLORIDA 4 GAG NG CODE (Non Nigh SrORW HUT11COnB Zone) c°Nom°Rs. omrs mrzrn.mc. 2� GAGE GALVANIZED BERTHA STEEL SIDLE/PATE! Lc Norzs: ` No.44187 a (z'DEEP) B.. I.ONSTALUDONS ARE ONLY WL/Q FOR MAC ASD.OESTGN PRESSURE RATING BP/avr? AND PANELS LENGTHS AS PER SCHEDULES ON SHEET 1(EXCEPT AS NOTED) �R @�P/► EASTERN METAL SUPPLY, INC. Nye 1LG w O ENC. uee WEST IADABS IlVK 7.SEE ANCHOR sccovLE ON SHEET to NOTE FOR COMMAMN OF SECTIONS !rT �,,,�/ ••V it Alli Tf31RM!—1--WB COMPANY REST PALM Balm a SSAW s°o wuw PI!(xl)--hal 1"..(DBI)=-,No 17-089 J.FOR NEW WOOD ERAME CONSTRUC/RIN:WOOD MEMBERS TO BE SOUMERN W,111/FLOOR MOUNTING SECTIONS GN BE _ rrn:.:( rH-r n.:t .....ur B -IS�AIAL�N\� e-DoomlB w r .v..r nE1�wINCNP PINE NP.1.W/SPECfIC QENS/IY(G)OF 0_55 OR EQUAL. CON/HED/N ANY WAY TO SUIT ANY/NSULUDON. I �? IWL A TRLIT Jr.P.E. m s.P1A rR fl0/BO1 Lk. NIB7 SHEET B Or IB �)) DOSTRM Yin 1/2"PLY/OOD ft-ODY TAK0V5 4�■aRt151N1V�J. 70 ST=ASI SECnON THE nORKK (SEE ScwofAEJ QfI1CY OF EX/shNG gp N�'i w ro BEAM TD BE CERnFl07 9Y PROPESSIDrMt ENGINEER t1R TARG911 W 1 Min. ARCHREOT PM0 TO SHUTTER O 24.0, )• /P xO WSrALLAWN. FLrYD07.(SEC SCHEU'LLFJ • S -��_ I'•r'a I/e"MM'(606.1-rd) ALLIA LOCATE C GN 1MV.OR RAr>ER EO LOCATE SCREW AT JO M 1.OF ti 1 j E.YLSr AL W900 MEMBER 1?-MIN I 1 NOMIN4C W/DM)W/}r/7"MIN � 1NRCAOED PEN MJN I 1 1 1 1 1 4900 RCA00i ; i 1 Hi I/I'r J/r' � gg r"uin.SFYwanew � 1 4 j IF"UILDEX 1 7:� TO GLASS 1 4 Co L r,A ra SCREW 1 1 AT 6'O.C. 4 C.M. 1 t 1 I aayy��/r 1 1 1 1 I 1 T�STO GLASS 1 1 1 1 y TO U55 I I I 1 I 1 �f"M.SEPAAAnpV I 1 1 1 A Cuss G-2w14' SQUARE WA no 10 AM INE SCR i WK W fY i e W/Q AT 12.O.C. OPTION TO ALTERNATIVE 5 ' I cP.R. 1WI�}'N'W000 1 p A[OI.IIIED i (K4q/Mt0'/NL011m) 1 OJ I Ni 1 I I Ov// Ti1PCGM xepNem E SCHEDULE) C t-- CEILING h FLOOR MOUNTING INSTALLATION ALTERNATIVE 5 EXaTNO Min. Ih•PlY4nao REOD(!YP)W/r 5"MNC TOS AS R 1.19 2JO4 OF THE fLORIDA BUILDING CODE W/1140 TAPCON W/15S//37'Min. PLR PLYW00000 (SEE7RITICN Nr0 .(SEE SryllLtlE) BUILD OUT INSTALLATION NOTE FOR COMLUNATAON OF SECTIONS: ALTERNATIVE G c00-N.I'MY IM 2Y MIC EAwr z NOTES: f�VCENs••.,`s9= FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) 1.INSULUTLONS ARE ONLY W410 FOR ILLY.A.S.D.DESIGN PRESSURE RA7ING ,4 AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOTED) a 4187 •tty ewt7 mll=6a: 24 GAO-c4LWNLZED OE TM STEL STORM PANEL Lc. 4 2.SEE ANCHOR SCHEDULE LN SHEET I0. n,k:• 1 V • ( DEEP) me,Rr. I FOR NEW WOOD FRAME O)NSTRUCITON:WOOD MEMBERS TO BE SOUTHERN " O 1XC. EASTERN METAL SUPPLY INC. OAVY, PINE NP.2,W/SPECK/C DENSITY(G) O.D7 OR EQUAL. 1261 4[ST AGNS OfAE MIF: g� �, 4ES>RIIII/FALAI r.3H67 �,J j�I THIO h LNOINf6R/NG COMPANY 0���,•:.F•'�"a�'�1 w 41f aw st x N,uw u�mc n a�n FH:(an)v}-eosr ulr Is6r)sle-aea 17-089 oanau6r�19'nm�..�-.v, m.., as rra� >-w.W MR A. Im.rW. olw4rR6 As FLORA L. 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