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HomeMy WebLinkAboutPRODUCT APPROVAL -SHUTTERSFlorida Building Code Online I c 2/16118, 9:30 AM D-1 r t a�y:v+iysr.��crs BCIS Home j Log In If User Registration Hot Topres Submit Surcharge ; S[ats &Facts Publications FBC Staff B05 Site Map ! Links Search . Product Approval 1g USER: Public User f Product Approval Menu > Product or ARplicattoiISearch > FL' # Application Type Code Version Application Status Comments Archived St Product Manufacturer Address/Phone/Email Authorized Signature N��l�ANNED }y n —Z..— Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect the Evaluation Report Florida License Quality Assurance Entity ation List > Application Detail C Eastern Metal Supply 4268 estro t1rtPrive,� West Palm Beach, FL 33407 (800) 432-2204 lrodriguez@easternmetal.com Bill Feeley Irodriguez@easternmetal.com Shutters Storm Panels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received who developed Walter A. Tillit, Jr. PE-44167 National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By i John Henry Kampmann Jr. • Validation Checklist - Hardcopy Received Certificate of Independence FL11968_R4 COI EASTERN METAL SUPPLY, INC. ,,DRAWING 17-098_ CERTIFICATION OF INDEPENDENCE.PDF FL11968_114_COI _EASTERN METAL SUPPLY, INC._DRAWING 17- 095 CERTICATION OF INDEPENDENCE. PDF f LF 11968 R4 CO _EASTERN METAL SUPPLY,-INC.-DRAWING 17-096_ CERTIFIQATI N OF INDEPENDENCE�PDF FL1196$•4_COI_EA5TERN METAL SUPPLY2c INC._.DRAW;NG 17- i 094_CERTIFICATION OF INDEPENDVn° L4 o py J https://floridabuilding.org/pr/pr-app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODf7EcLXlecJx4yFEEISfMCsutultDWU4Tg%3d%3d Page 1 of 3 I Florida Building Code Online 2/16118, 9:30 AM r Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Standard Year ASTM E330 2002 SSTD12-99 1999 Florida Licensed Professional Engineer or Architect FL11968 R4 Equiv_EASTERN METAL SUPPLY, INC._DRAWING 17- [Q5_LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF EELU9M M_Eq .lily EA_5TEP META�SUl'P_LY,� LV��_DgAWING 17- 09$_)_ETTE3OF EQUIVALE INCE SSTD 12-.99 AND ASTM E-1996.PDF LF 11968_R4_EEt uiv EASTERN METAL SUPPLY, INC DRAWING 17- 096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4Equiv EASTERN METAL SUPPLY2c INC. DRAWING 17-094_ LETTER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996.pdf Method 1 Option D 09/20/2017 10/28/2017 10/29/2017 12/12/2017 FL # I Model, Numbef or Name 11968.1 0.040" Bertha Aluminum Storm Panel (2.25" Deep)- Non-HVHZ - Drawing Numbgr 17-094 Approved for outside HVHZ: Design Pressure: N/A Other: Large Missile. Max. span is 12' and 4'-0" for +125, -130 p.s.f. for secti 9 and 11. See sheet 10 of installation d and pressures. Valid only for wind zone ASTM E-1996. " for +25, -25 p.s.f. is 1, 3, 4, 6, 7, 8, 8A, awing for other spans 1,2 & 3 as defined by Description Corrugated aluminum storm panels retained or not by tracks to provide hurricane protection. Installation Instructions FL11968_R4 II_EASTERN METAL SUPPLY2c INC._DRAWING 17-Q94_0.040 BERTHA AI QMIN--UEI _STORM PAU L_pdf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL11968 R4 AE EASTERN METAL SUPPLY2c INC. DRAWING 17-094_PRODUCT EVALUATION REPORT.�df Created by Independent Third Party: Yes 11968.2 0.050" Bertha) Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel (2.25" Deep)- Non-HVHZ - Drawing Number 17-096 to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968_R4_lI EASTERN METAL SUPPLY, INC. DRAWING 17- Approved for use outside HVHZ: Yes 096 0.050 BERTHA ALUMINUM STORN PANEL.PDF Impact Resistant: Yes I Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A i Created by Independent Third Party: Yes Other: Large Missile. Max. span is 121-11" for +30, -30 p.s.f. Evaluation Reports and 8'-2" for +75, -80 p.s.f. for mountings without "h" header. See sheet 5 of installation drawing forlother spans and pressures. Valid only for wind zones 1,2 & 3 as defined by FL11968 R4_AE_EASTERN METAL SUPPLY" INC._ DRAWING 17-096 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party: Yes ASTM E-1996. 11968.3 24 Gage Galvanized Bertha Steel I corrugated galvanized steel storm panels retained or not by Storm Panel (2.25" Deep)- Non- Ij tracks to provide hurricane protection. I! HVHZ - Dra'wina Number 17-095 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968_R4_II EASTERN METAL SUPPLY, INC. DRAWING 17- Approved for use outside HVHZ: IYes 095 24 GAGE GALVANIZE BERTHA STEEL STORM PANEL.PDF Impact Resistant: Yes I Verified By: American Test Lab of South Florida Inc. https://floridabuilding.org/pr/pr-app-dtl.aspx?param=wGEVXQwItDgsxYleb4opODf7EcLX1ecJx4yFEE18fMCsutu1tDWU4Tg%3d%3d Page 2 of 3 I. STORM PANn SHOIVN ON THIS PRODUCT EAALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLLANC£ 7N ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE THIS STORAf PANEL SHALL LZ BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MMMI-DAD£ / SROWAP.D COUIMES). fGN KING LfA405 ERA Nf0 AS P£R SECRON 1609 OF THE A80VL MENTlON£0 CODE, FOR A iVlND SPEED AS R£OUTAED BY THE JUli1501CNON WNER£ THESE SHUTTERS I%ILL BE INSTALLED AND FOR A DlRECAON4LITY FACTOR Kd�0.85. USfNG ASCE 7-10 FOR 1NSTALfARONS UNDER ZOi7 FBC AND SHALL NOT FXCt cD Zt£ MAXIMUM (AS.Q) Of51CNPRE3SURE RATINGS INDICATED ON 9HEE75 5, !0 7NRU 15. IN ORDER TO VFR/Ff iNE A90VE COfJO.'NON, UL11MA7E pE5/CN lylND LOADS OETERMIN£D P£ii ASCE 7-10 SHALL 8f FIRST REDUCED 70 AS.O. DESIGN WINO LOADS BY MULl7PLNNC 1NEM BY Q5 !N ORDER TO TO CDAfPARf THESE W/ MAX. (AS.0) DESIGN PRESSURE RATINGS 1N0lFATED ON SHEETS 5, JO THRU 15. /N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED {yER£ NOT OVER STRESSED. A J3C INCREASE IN ALLOWABLE STRESS FOR WIND L0405 IyAS !� USED !N' THEIR ANAL A DURATION SERESFACTO. C0= f.biyAS USED FOR VV'1,71CATION OF FASTENERS !N WOOD. STOP.M PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE V47H SECTION 1609. 1.2 OF THE ABOV- MENTIONED CODE AS PER AR REPORTS ,$ 1128.01-00 AND lf706f0.02-05, A5 PER IMPACT TESTING EOLI ALENT TO AST1.f £-1995 STANDARD & ASW E JJO-02 STANDARD, LIMITED TO INSTALLATIONS WITHIN WINO ZONES 1, 2 & J AS DEFINED BY ASTN E-1996 STANDARD. 7. ALL ALUMINUM! SHa7 METAL PANELS SHALL HAVE SgGS2-H32 OR J004-HJ4 ALLOY. J. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIA770N 6053-T6 ALLOY & TEMPER UNLESS OTHERWISE N07ED. 4. ALL SCP,E,VS TO BE STAINLESS STEEL J04 OR J16 A61 SERIES OR CORROSION RcSISTANT COATED CARBON STEEL AS PER DIN -SOOTS V//-50-ks;-:7ELD-STRENGT_ P_=ND 90 ks, TENSR£ STRENGTH & SRALL CO.ifPLY W/ FLORIDA BUILDING CODE SECTION 24 L L.J.3.4. 5. BOLTS TO BE ASTIR A-307 GALVANIZED STEEL OR AlS! J04 SERIES STAINLESS STEEL, WITH 35 "; MINIMUM 6. ANCHORS TO VIALL SHALL BE AS FOLLOWS (UNLESS OTHERWS£ NOTED) (A) TR EXISTING POURED CONCRETE: - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY. LT.IV. BUILDEX. 1/4' e x 7/6" CALK -IN ANCHORS OR ELCO male & .'emaie fANELUATE' AS MANUFACTURED 8" POWER FASTENERS, INC AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVLLY. 1/4' 0 x 3/4' ALL POINTS SOUR -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCR£1q BOLT & SP£CbV.IY COMPANY, NOTES: A 1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON AND £LCO PANELM47E ANCHORS IS 1 J/4 ' A.2) 7/8' CALK -IN ANCHORS SHALL B£ ENTIRELY EMBEDDED INTO THE POURED CONCRETE_. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 C-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND I' MINIMUM FOR IYALLS WITH NO .STUCCO. A.J) IAINIMUMf £MBEOMENT OF 1/410 x J/4' ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRE7£. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. f/4" 0-20 SS: kfAcH r SCREW USED SHALL 8£ I 1,/2' LONG MINIMUM SHOULD STUCCO FATST, AND 1' MINIMUM FOR WAd1S WITH NO STUCCO. A4) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH Tp REACH THE MAN' STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL B£ AS INDICATED ON N07ES A 1) & A.2) ABOVE. (8) TO EXISTING CONCRETE BLOCK. WALL- - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY LT.W. BUILDEX. 1/4' 0 x 7/8"C4LK-IN ANCHORS OR ELCO male & female 'PANELMATE" AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO CONSTRUCTON PRODUCTS, RESPECTIVELY. - 1/4' 0 x 3/4' ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. 4 NOTES` 8.1) MINIMUM EMBEDMEN7 OF TAPCOtl AND ELCO PANELAfATE ANCHORS INTO CONCRETE BLOCK UNIT SHALL BE 1 1/4"; B.2) 7/8" C4LK-UN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO EMBEDMENT INTO STUCCO SWLL BE PF.RMIT,ED. 1/410-20 SCRBWS USED SHALL BE 1 1/2' LONG (MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR V,ALLS WITH NO STUCCO. S.3) MINIMUM EMBEDMENT OF 1/4 C x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/6" INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERM171 0. 1/4' 0-20 S.S. MACHINE SCREVN USED SHALL BE I 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MIN7MULf FOR IyACLS WITH NO STUCCO. 8.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXLSRNG V/ALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN ELI) AND 6.2) ABOVE (C) ANCHORS SHALL BE INSTALLEO FOLLOWING ALL OF 77IC REC0M6f£ND4ROINS AND SPECIFICADONS OF THE ANCHORS AIANUFACWPER. 7. PANELS MAY ALSO BE INSTALLED HOR20NTALLY FOLLOWING INSTALLATON D. SHOIVN ON SECTIONS 1 TNRU 9 (SIiEEI 3 & 5 OF 15) EXCEPT THAT HEADERS Z 3 & 4 SHALL NOT BE USED. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 1rcRIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER lS TO BE ATTACHED TO INSUREPROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH P.c'AINN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT KIND INTRUSION' CAULK AND SEAL SHIRER TRACKS ALL AROUND FULL LENGTH. !0. i.e. WHERE THE DOES -NOT PROVIDE INFORMATIONFOR A SITE SPECIFIC (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECROIN, PURCHASE AND INSTALLATION INCLUDING UFF S4FEN OF PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE ODES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. COI✓STRUC77ON SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (a) THIS P.E.D. WILL TIE CONSIDERED 114VALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e) THIS P.E.D. SHALL B£AF. THE DAE AND ORIGINAL SEAL AND S!G/NA PREPARED IT TURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT !I. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY MBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SEC77ON F709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE THIS DRAWING SHALL ONLY BE USED TO iaiii� �• OBTAIN P£R61RS IN THE STATE OF FLORIDA [a. 44167 1 1 * FLORIDA BUILDING CODE (Non HT h Velocity Hurricane Zone, SWOF i 20R1� •��x�J+, �7� c�� �►4 �%IAI. tj4 ��/AN/Aff1j1f' 02017 MYEM JHG I:L E C O TNc. TRLIT 7L37/NG d ENGINEERING COMPANY Aw xff.. xek3, ya , q®,W � n yrra ifm• : (]4yV) N-0 . fm B: /�eJMe71-ISlI WADER A nuff J'.. PE FLOR1114 Uc. 44157 a040 BERTHA ALUMINUM STORM PANEL 2.25' DEEP Le. Llluivm Br. EASTERN METAL SUPPLY, INC 4258 WEST ROADS ORNE WEST PAW BEACH, FL M407 PHONE (66f)2DV-a263, FA.r (56ga47-1716 07/25/f7 G,A1E, '17-094 ORA"7 G.N0 'A1K r .M>Ytla1. .out aar..r pa1!✓Or nrs . 1 _ Au 7fy.u7 1 u�ei1 SHEET 1 Of 75 ,—TOP TRACK j (SEE COMPONENTS SHEET 1A OF 15) -;" CONCRETE ANCHORS (SEE SCHEDULE) ox. �g 1 Min,j !I Alex.-I o C o 0 ....__-_____r___.y____-___-_-___._�___�___^T :: r_ ' i i -`T�'-- 1 i w I I ! j 1 1 i f '• i i j l I { I' j ti' A' w •� t g ri------ j I I Jyi I 1 � L i CONCRETE ANCHORS (SEE SCHFDt9L4) Mox. ' I Min. BOTTOM. TRACK STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS, SHEFT IA OF 15) SCALE : Ile' = .1 " i-1/4 " Mox. GAP , 114 " Max. CAP -) r SECTION A -A SCALE : 118" = 1" 140.44 •4 . STATE f) FLORIDA BUILDING CODE (Hon High Veloclly Hurricane Zone, o2017 PET= Wa 0.040" BERTHA ALUMINUM STORM PANEL L.C. 2.25P DEEP 017W er, 1L C 0 EASTERN METAL SUPPLY, INC °'12'"' ate: .E INC. <z65 ,TE'7RM05 oRr✓E 577NO d EHGWEERING CO PAM7 A Sa. Gaa,F7tL'A NE57'PA1Y'8LiG7, 37- JS'O7 PHONE: 1 %-094 Jm, iPiYa M'. E6-=9719 (5E1)2W-W&X MY, (561)941-1716 011 n No 11A A Rfl.l7 J. 7P.E. naRr°6 tic, d �<67 ao w-on - � SNCEf 7 OI 75 9 F -RV. ALL POINT SOUO-SET OR malee/Iemale PAA'ELM4TE m E. D. ff <'o-7p S/D[WAU' BOLT OR ® TAP'CONS OR CAUL -IN ANCHORS / W/ i/s b-20 UPCONS OR CALK-1N ANCHORS // TAPCCNS OR GILX-M ANCHORSSNFA7 80LT + + %� (SEE SCHEDULE fOR SPACING).\ E D. (5£f SCHEOUG£ FOR SPgCL'IC). E p (SCF SCHEDULE f�R SPACING). ( SCHfDUlE FOR SPAGNC) { I/.' POURED I %/` �� // �\ E ,a ' I CONCRETE CONCRETE-� POURm '�,I, i ' ! REQUIRED \ _ !t; ,(. COA'CP.£7£—� f• R£0'J,R£D REQUIRED \ 1•iI ;.Lj•;;/ POURED CONCRETE '" I I ! a i ! ALTERNATE ' R£OURED 4 ConL I _A Cont. // /: !✓�/� i 8 C-L ! o (,_ fX/NIRUAl i t t w I = SEPAR477DN TO ! -4 7' NINIXLRd EXISRNC GLASS I W SEPARATION TO t EXISnA'G GLASS H ! ' a 1' XWWAI - - __- SEPAR4770N TO t! E=;7NC-MASS- 1'WNAtUX SEPARARON TO 7/fib x S/37" EXISTING Gig55 t C WMG NUT 9 11G NUT q ^ 12' D. G �1172' 00 Ac7ERN 9 tOGRON CO^L ! Cont. j I t ;— ! �� POURED CONCRETE !, •' i I _ �,,-= J _ _ ^ 7 I OR CONCRETE BLOCK WALL ' / I %./� ✓� l:// �/ /. __- REQUIRED / �� •; ,!r::%>�1.��//,./ %.r,/ /% / /j :./ ��J ,�L/� /.r / /'.�i j . j� �. � ( _ I •.�i/.` 'r%J AL7fRN<TC /.! .� _. .�.000 iY;II,DOD i- % ' POURED / I-7' �, .lJ%/ LEG LOCARON TAPCONS OR CALF: -IN AA'CHORS-I"/r-E. � m E d CUIRED, (SEE SCHCOULE FOR SPACING) . J TAPCONS OR CALK -AV ANCHORS POURED (SEE SCHEDULE FOR SPACING). TAPCOW, OR fAl.K-1N ANCHORS j •i i, POURED l!/ (SW SCHEDULE FOR SPACLW-) f:7'• CALK -IN. Al PO.WI ,SOLO -SET OAS CONCRETE -� LONCREIE —+ I / LLCo mma/Tamnla pANEL1tl7E S ® REQUIRED CONCRETE J/ SIDEY/.VX BOLT OR o — E.D.— 1 b-Z° TRJSSH BOLT + + (SEC SCHEDULE FOR SPACING) ALTERNATE WALL MOUNTING INSTALLATION (p U.) CEILING &FLOOR MOUNTING CEILING & FLOOR MOUNTING EXILING & FLOOR MOUNTING SECTION 7 SCALE : 3/8' 0 1- INSTALLATION — SECTION 8 INSTALLATION —.SECTION 8A _INSTALLATION — SECT/ON 9 SCALE 3/6' .0 1' SCALE : 3/e• . 1' SCALE : 3/8• 1' ALTERNATE CEILING @ FLOOR IVOUNnNO IA167AUA77ON - SECWN BA ✓AUD ONLY MR Wo A.S.O DESIGN PRESSURE RATING OF +70r -75 P E D. (SSEE�EESCHEDULE ON ... 8 SHEET 10 OF 75) ,a • •� \Cj D� •: �. �4167 FLORIDA BUILDING CODE '(Non High Velocity Hurricane Zone =17 MIEW.. lh . D.Q40 BERTHA ALUMINUM STORM PANEL L c + + s $� > 2.25° DEEP' DRAWN Bn ENG 1107E FOR CDAIB/HgTLON Of SEC77ON5 : SIDE WAUf BOLT; ARE 3/<'ox3 2WCK �_�.(� :, • � � As m °IAA & a2 (Vi 1) ' '�` "�aR .... 3`4 ,'� C /� EASTERN METAL SUPPLY, INC 07/73/" 'WAL�/fLOOR/C£21NC XOUNTU,C SECTIONS CAN BE + + �sS�of•�•• • t�C?�St�j1. I G y. O 1 N'C. ('•AIE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. TRUSS HEAD BOLTS ARf�1'9A1 7N/C(( •:i �••A�'!'!I• nLi? TESNNO d ENOW£ERfNO COXPANY <Z68 BEAD 0°.t.H07 HEAD iWCH1NE SCREV, W LEN WF3T 'PALM. :AS PER NOTES AZ & BZ (SHEET 1) FF 6T?6 xK..Tnm A. 3ta J6t, 1s+aaL Ga®•!L� �R L1ee PHD.VE (561)209-826.7• FAL (56/)641.-1716 17-094 I'or: R�a.71m1-16.�I N+: mm,vr mlt DrAWN0 fro fe-00o671B '�'• aacnn: a.a 8;W,7£R A 711N Jr. P,E. w 1a•oe •,� fLDR2L1 Ue. •«fe7 _ _ � � .SIILFT 5 Of 15 POURED CONCRETE OR CONCRETE BLOCK ' WALL REOUIRED LUT PANEL 1 ///--- 17 12' . ANCHORS C. 2"r a'r,125 J1D5-HI4 OR 606J-16 ALLOY C.Alum. ANGLE CASE A (Plan) -----------swF._,/duo ,- 2" x J' x .093' J105 M-14 OR 606J-T6 ALLOY Cant A'—. ANGLE INV ANCHORS O 12' O. C. HAlr PANEL _ 1,74- CAP CASE D (Plan) SCALE: 1/4- = 1' POUREp CONCRETE' O.R CONCRP£ BLOCK WALL REDUtRED r.` ! . ! POURED CONCRETE DR CONCRETE BLOCK WALL REQUIRED VARIES Y.1 Max. �� 5 DR 1 h T OR 6A - 07 t--1.SDD' Min. CONCR T ANCNoRs i 2.500 !, �/ r-Mn,. —� 1 r OR® oROg oR j2 oR J�3 a h OR S OR 1.000' 1 J! 2" x 2' x .055' TO ALTERNATE LEC LCC4DON T 1, 2" x 5" x .055" Cr1nI. W >< $ L I ; DR �\ ,j OR �\ ) OR Ah— ANGLE' OR • Jf05-H/54 PLATE, METALETAL Ahrm. BEM PLATE v 1 1 -0OR 6A OR{ / j- 8 i ✓� - — 2" -: uQx. �i `J n OR i N 1 OR� '1 OR OR l 5 CASE C (Plan) 1/4' 0 80 O 24' a C. 4' r 4' x 072' SCALE I/4' = 1' N%LGCKNUT Jf05-H14 OR 6063-T6 ALLOY COnf. Al— ANGLE �CASE B (Plan) SC4LE 1/4' _ POURED CONCRETE OR CONCRETE -BLOC WALL REOUIRED CASE E (Plan) SCALE' 114" a f' END CLOSURES DETAILS LLVITILIAI 1f(11LLHq(v coo£ '(Non High Velocity Hurricane Zone 02017 MIECO, Ar 0.040 BERTHA ALUMINUM STORM PANEL 2,25' DEEP)nRArr C. Br. EASTERN METAL SUPPLY, INC 07125117 It E C O INC. VAT&- 42bB NEST RDdD.S ORNE T TESTING d £NOINLERING, COMPANY :w�.lmA�spstar]oS. Ilxaw c+vOFM D J1rae MATT ALLY 6rAa/, FL JJ407 PJRv1E .(5fi7,1ZD9-826; rAK (b6rM1-7tf6 17-094 am . rar (w1exl-ryr £B-0006719 0.4AiYRaO Ke MALEA cJJPE an ro-orx A 5LET 9 or f5rLOD [-14.845, (TOW (EFFECMr itjDTm)� �494 S 1.500"j— , 7-5,0". FULL PANE( W/AHU&M EDGES HALF PANE? W1 HEAfAg-p EDGES (TOTAL WDIN) -IZODO' (aFECIVE, lvw" 1.600'. 'Jo 1.3 N Z125, c$ OPTIONAL FULL PANEL ly/O ffFxfA4Fp EDGfS OPTIONAL HALF PANEL W10 HEMMED EDGES © STORM PANEL _ LT Q 3' ANGLE BUILD OUT BRACKET Q 06y, DETAIL 1: syuD wl ar c4sr zffc NICKEL PLOW AW, nur ANGLE WITH Snip F A 125, .1171� r � r —2-340' 'h' HEADER "i- REVERSED 7- ANGLE TRACK U.—r— 2,500' F-R*I 2- R.200— R. 125' 41 A T.075' 3, Max. "U' BUILD OUT Q -U" HEADER .J'7-"- '- k " TRACK ANGLE scut: "T, - 1' HO= AT TOP U., E) (2) 5115' NOLCS AT EXIOU U� FOR 114'0-201 ' " 16,1CHWE SCREW rA.CoNS Lam wo d OPTION @Amm"LEAM 00 ROUND -HOLF AT PA N lot Kff A L " HOLE �WER -2- (OPTION TO 10) 17 —2.000' 2"x2' ST[MMAWLE Jvr 7W' V" S SMV COMPONENTS ! , " DA IFLOR -47F WC L11LIE17=rM BUILDING CODE (Non High Velocity one Zone) r2017 TILTECO, INC. 0.040- BERTHA ALUMINU14-57-ORM Lr- PANEL (2,25' DEEP) DRAWN er.- .21 EASTERN METAL SUPPLY, INC 0712511 �cm' 11LIEC INC.. 44M. 7 1263 MZI RaWS DRW V ANGLE WITY STU MSM..MUT TEWING & ENGINEERING COMPANY PHONE. JA' fAK (65))B4 17-094 MM.: N.