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HomeMy WebLinkAboutProduct Approval; Storm Panel Shutters- Fide COPY. ` aCIS Home Log In User Registration ! Hot Topics Submit Surcharge Stats Ik Facts 1 Publications I Contact Us OCIS Site Map Links Search �londa r �Product Approval y0 USER% Public User Product Aooroval Menu > Product or Apollretion Search > Application List> Application Detall Application Type Code Version Application Status Comments Archived Product Manufacturer Add ress/Phone/Ema ilk Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By FL11968-R4 Revision 2017 Approved A Eastern Metal Supply 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 frodrlguez@eastemmetal.com BIII Feeley lrodriguez@easternmetal.com Shutters Storm Panels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ci Evaluation Report - Hardcopy Received Walter A. Tillit, Jr. PE-44167 National Accreditation and Management Institute 12/31/2020 John Henry Kampmann Jr. 0 Validation Checklist - Hardcopy Received IndependenceCertificate of • :L METAL SUPPLY. INC.•H t•�0 •N • • '.N•.> •• • 7.:L 3: L •• t• • • • • R 1968 R4 COI EASTERN METAL SUPPLY. INC, D CERTIFICATION OF INDEPENDENCE.PDF •EASTERN ua DRAWING 094 CERTIFICATION OF ►• Lr L .. Referenced Standard and Year (of Standard) Standard ASTM E330 SSTD12-99 Year 2002 1999 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11968 R4 Equiv EASTERN METAL SUPPLY. INC. DRAWING 17- 095 LETTER EQUIVALENCE BETWEENN-SSTD 12-99 AND ASTM E- 1� :i :1 1114140 Wrl 1] 29 WN _� • l �a 1 \ i I\I l \ � Y Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summary of Products FL Model, Number or Name Description 11968.1 10,040" Bertha Aluminum Storm Panel. (2.25" Deep)- Non-HVHZ - Drawina Number 17-094 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile. Max. span is 12'-0° for +25, -25 p.s.f. and 4'-0" for +125, -130 p.s.f. for sections 1, 3, 4, 6, 7, 8, 8A, 9 and 11. See sheet 10 of installation drawing for other spans and pressures. Valid only for wind zones 1,2 & 3 as defined by ASTM E-1996. Corrugated aluminum storm panels retained or not by tracks to provide hurricane protection. Installation Instructions E: I Iaaa as a EAsnglsi METAL SUPPLY2C INC. DRAWING 17-09A 0&0 BE}B ALUMINUM =RM PANE .mil Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports by 11968.2 0.050" Bertha, Aluminum Storm Panel (2,25" Deep)- Non-HVHZ - Corrugated aluminum storm panels retained or not by tracks to provide hurricane protection, Drawing Number 17-096 Limits of Use Approved for use In HVHZ: No, Installation Instructions a11968 R4 iI EASTERN MC LSUPPLY. INC.-DRAVVIN�i 17.096 0.050 BFRTHiIALUMINUM STORN PANEL,PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile. Max. span Is 12'-11" for +30, -30 p.s.f. and 8'-2" for +75, -80 p.s.f. for mountings without "h" E 119 R4 AE ASCERN METAI SUPPLY.'ING. DRAWtN� 12.096 PRODUCT OF EVALUATION REPORT -Pt) header, See sheet 5 of installation drawing for other spans and pressures. Valid only for wind zones 1,2 & 3 as defined by Created by independent Third Party: Yes ASTM E-1996. 11968.3 124.Gage,Galvanized Bertha Steel Storm Panel (2.25" Deep)- Non- corrugated galvanized steel storm panels retained or not by tracks to provide hurricane protection. HVHZ- Drawing Number 17-095 Limits of Use Approved for use In HVHZ: No Installation Instructions FLI1968 R4 ii EASTERN h+IETAL SUPPLY. INC, DRAWING 17-095 24 GAGE GALVANIZE -BERTHA STEEL STORM Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: large Missile. Max: span is 9'-8.'' for +30, -40 p.s.f. PANELPDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes and 7'-2" for•+70, -80 p.s.f: for -panels mounted without "H" Evaluation Reports header. See sheet 4 of installation drawing for other spans EI 11968 R4 AE EASTERN METAL SUPPLY, INC. DRAWING 12-095 PRODUCT FjffiLuATinN R PDRT,PDF and pressures,Valid only for wind zones 1,2 & 3 as defined by ASTM E-1996. I Created by Independent Third Party: Yes 11968.4 Clear Bertha Storm Panels (2 1/4") - corrugated polycarbonate storm panels. retained or not by Drawing Number 17.098 1 tracks to provide hurricane protection. Limits of use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile, Max/ span is 10'-0" for +28,-28.p.s-f, A.S.D. and 4'-0" for+105, -110 p.s.f, A.S,D desgin load. See sheet 3 of Installation drawings for other spans and pressure: Valid only for wind zones 1,2 & 3 as defined by ASTM E-1996 Installation Instructions FU1968 R4 II EASTERN METAL SUPPLY, 1NG. DRANliNG 17-098 CLEAR BERTHA STORM PANEL 2,25,1?1)F Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports naeil NRYt nntn Us :: 2 jCGt ninlr Rana Road. Talt.,hasseo FL 32399 Mang! M-487-11324 r The State of Florida Is on ANEEO employer, S'nov�tt2007-2nt3 State of Flndaa.:: Privnry Stntement :: Acrossihmty Stntem�nt :: Refund Stntement Under Florida law, email addresses Pro public records. If you do not want your,:-m4u addrasa raleasad In response to a pubpc•records request, do not send electronic mall to this entity, Instead, contact the office by.phona or by traditional mall. If you have any questions, please contact 850.487,1395. -Pursuant to Section 455.275(L), Florida Statutes, effective October 1, 2012,11consaes licensed un lerChepter 455, F.S. must provide the Deportment with an emdtl address U they have one. The emans provided may be used for offlclal communication with the licensee. However email addresses are public record. If you do net 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„ Wease click hha,_m . Product Approval Acceptst 8W � e Credit Card safe GENERAL NOTES: f- STORM PANEL SNO'AN ON THIS PRODUCT EM A770M -DOCUMENT (P.EO.) HAS BEEN VM979D FOR CONPUANCE IN ACCORDANCE VIN 7HE 2017 (6th MWN) OF THE FLORIDA aW ONG CODE THIS. STORM PANEL SHALL d(Q£ BE' INSTALLED Ar Md4 VECO= HURRICANE ZONES (MAW -DARE / aROWARD COUNTIES). DEVON WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENAONED CODE FOR A WINO SPEED AS REDuIREO BY THE JURSOXTON IVRERE THESE SHUTTERS WILL BE AND NSTALLID A FOR A DIREcn0A " FACTOR Kd-aa5. USING AXE 7-LO FOR INSTALLATIONS UNO£R 20LT F8C AND A SHALL, NOT EXCEED THE MAXTL(UM (ASD.) DESIGN PRESSURE R47iAIGS INDICATED ON SHEETS 5 THRU 9.- OJ ORDER TO VERIFY THE ABOVE CONDITION, ULDWTE DESIGN WINO LOADS OETERUNED PER ASCE 7-10 SHALL BE RRST REDUCED TO A" DESIGN WIND LOADS BY MULTPLYNG THEM BY a6 IN ORDER To f0 COWARF THESE W/ MA.0 (AS.D). DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. IN ORDER TO VERIFY T r COMPONENTS AND ANCHORS -ON Tus P.E.D. AS TESTED WERE NOT OVER STRESSED, A .FIT$ INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS AOr USED IN THEIR ANALYSIS. A DURATION FACTOR CD=1.60 PUS USED FOR VFJt1FICAT70AF OF FASTENERS IN WOOD. STORM PAVaS ADEQUACYTOR .'PACT AND FATTGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 16Q9 1.2 OF T4£ ABOVE MENTIONED CODE AS PER AR REPORTS fI O12T.01-9JR, IF 0329-01-00, j 052S01-00 AND IGSIZ01-03 AND 0617.02-64, AS PER I!JFACT 7ESnNG EQUIVALENT TO ASTM £--T996 STANDARD & ASTM E MO-02 STANDARD, Uld1TED TO INS7AUAWIS WIHLV WIND TONES 1, 2 & J AS DERIVED BY ASIM E--T996 STANDARD. ANO fD221.01-Ot PER VAS 201, 202 & -ZO3. 2 ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-HJ2 OR 3004-H34 ALLOY. ,Z-ALL ALUMINUM EXTRUMONS B£ ALUMINUM ASS nON 6065-T6 ALLOY- & TEMPER UNLESS OTHERWISE- NOTED, S70RM PANEZ COMPONENfS STUDOID PLATE AND SNAP CAP ARE PATENT PENDING 4. AU SCREWS TO BE STAINLESS STEEL 304 OR 316 AS/ SERIES OR CORROSION RESSTANT COATED CARBON STEEL AS PER DIN 50016 W/ 50 k.F YIELD STRENGTH AND 90 kV TENSILE STRENGTH & SHALL. COMPLY W/ FLORTDA BUILDING CODE SECTION 241 f.3.,L4. 5. -BOLTS TO BE' ASTM A-307 GALVANZED STEEL. OR AS! 304 SERIES STAINLESS STEEP, Wl7H ,75 k•^,i XNRJuu YIELD STRENG7H 6 ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERI96E NOTEDJ (A) TO 00STLVO POURED CONCRETE: - 1/4' 0 TAPCON ANCHORS AS MANUriAC7URED BY LLWG BU¢D£JL 1/4' 0 CF TAP -GRIP ANCHORS (BERTHA STUD -CON), AS LGWUFACTURED BY TRU-FAST CQRPOR4WN,., 1/4' 0 ZU14C NAILIN ANCHORS AS MMFACTURID BY POWER FASTENERS INC. 1/4- 0 r_ 7/B- CALK-lN ANCHORS OR ELCO mole &- female YANELMATE"AS 44WFACTURED BY POWER FASTFNc7S, •NC AND aCO'CONSTRUCTTON PRODUCTS. RESPECTIVEL),. 1/4' 0 r T/4- ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREY/, 80LT &. SPECI4LTY COMPANY, NOTES., Af) MNIMUM E7J0EDMOVT INTO POURED CONCRETE OF TAPCON ANCHORS 15 1 5/4' FOR ZALFAC NCILN ANCHORS S 1 3/B? FOR.ELCO PANETM IE'ANCHORS S. 1. 3/4- AND FOR OF TAP-GMP ANCHORS IS 1 1/4' A2)-7/9' CA(K-IN ANCHORS SHALL. BE ENTIRELY EMBEDDED, IN70 THE POURED CONCRETE NO EMSMMENT INTO STUCCO SHALL, BE AMMI77ED: 1/41d-20' SCREWS USED SHALL BE 1 1/2' LONG MA(JU&M SHOULD STUCCO EXIST, AND 1' MIN11JUM'FOR WALLS WAT4 ND STUCCO A-5) ARNZUUM EMBEOROVI" OF 1/a O x 3/4- ALL POINTS SOLD -SET ANCHORS'SHALL BE 7/8- INTO THE POURED CONCRETE. Na EMBEDMENT NTO STUCCO SHALL BE PERMnEA 1/4' 0-20 S.S. MACHINE SCREVi USED SHALL. BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINMUAf-FOR .WALLS-WITTH NO STUCCO. 44) IN C4SE TFIAT PRECAST STONE, PREcur CONCRETE PANELS; OR PAVERS BE FOUND ON THE EXSRNG WALL FLOOR, ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SMALL BE AS INDICATD ON NOTES A1) & A2) ABOVE. (8) TO EXISTING CONCRETE BLOCK WALL- - f/4' 0 TAPCON ANCHORS AS MANUFACTURED BY I.TW BUILDEK - 1/4' 0 CF TAP -GRIP ANCHORS (BERTHA STUD -CON), AS AANUFACTURED BY TRU-FAST CORPORATION, - 1/4' 0 Z4UAC NAILIN ANCHORS AS MANUFACTURED BY -POWER FASTENERS. INC. - 1/4' or r 7/8' CALK-* ANCHORS OR ELCO male & female 7ANELMATE' AS MANUFACTURED BY POWI;R FASTENERS Na AND ELCO CONSTRUCnON PRODUCTS, RE5PECnwLY - 1/4- 0 x 3/4"ALL PONES SOLID -SET ANCHORS AS DISTRIBUTED BY ALL PONES SCREW, .BOLL T & SPECIALLY COMPANY.. 1/4''0 RED HEAD DYWOLT SLEEVE ANCHORS AS MANUFACTURED BY LT.W. 6/UILDEX. - NOTES B 1)'MI1YLVL4M EMBEDMENT OF TAPCON, ELCO PANELVAT& AND. CF TAP -GRIP ANCHORS INTO CONCRETE BLOCK' LOUT'SHALL BE 1 1/4;• 1 3/8' FOR 2AMAC NAIUN ANCHORS AND 1 Va- FOR RED HEAD OYNABOLT SLEEVE. ANCHORS B.2) 7/8' CALK -IN ANCHORS SHALL BE, ENNRELY EMBEDDED W70, 7HE'CONCRETE BLOCK UNM NO EMWZVAIkNT INTO STUCCO SHALL BE PERIJITEO. 1/4'0-20 SCREWS USED SHALL BE 1'7/2- LONG MINIMUM SHOULD STUCCO EXIST, AND 1 MINIMUM FOR YIALLS {YIN NO STUCCO, - - LT.3) MINMUM EMBEOMENT'OF 1/410 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SR4U, BE PERMITTED. 1/4' 0-20 SB MACHNE SCREW USED SHALL BE 1 1/2' LONG A6NIMUAf SHOULD STUCCO EXIST, AND f' MINMUM FOR WALLS WIT1f NO STUCCO. a4) GV CASE THAT PREL'AST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISnNC VULC, ANCHORS SMALL BE LONG ENOUGH TO REACH THE AlAW STRUCTURE BEN/ND SUCH PANELS ANCHORAGE SHALL BE•AS WOTGL7ED ON NOTES IN B, 1) AND B.2) ABOVE. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF 7HE RECOMMENDA MANUFACTURER )IONS AND SPECIFICATIONS OF THE ANCHOR S' F PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATIONI DETAILS SHOWN ON SECTIONS 1 THRU 8 (SHEET 3 & 4 OF 9) E7TCEPT THAT HEADERS A 4 & 5 SHALL NOT BE USED, & IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 7HE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS To BE ATTACHED TO INSURE PROPER 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 EGGES Y/HICH REMAIN IN CONTINUOUS CONTACT WIN THE BUILD= TD PREVENT WNO/RAIN IMRUS1om CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 10, (e)' THS P.E.D. PREPARED"BY. THIS ENGINEER S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; F.e. ISRERE THE SITE CONDMONS DEVIATE FROM THE RED. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECRON, PURC94W AND INSTALLATION INCLUDING LIFE SAFETY OF THIS. PRODUCT,, . BASED ON THIS RED. PROYDED HE/SHE DOES NOT OEV/ATE FROM THE"CONDMONS DETAILED ON THIS DOCUIJENT.' CONSTRUCTION SAFETY AT SITE 1S THE CONTRACTORS RESPONSIBILITY. (a) TNS P.E,O. � WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS (d) SHE SPECIFIC PROVECTS SHALL'. BE PREPARED BY A FLORIDA R£G67ERw ENGINEER OR ARCIIECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WALL BE RESPONSIBLE FOR THE. PROPER USE OF THE AE:O. ENGINEER OF RECORD, ACING AS A DELEGATED ENOINEER. TD T74E-P.E.D.. ENGINEER SHALL SUBMIT' TO 1NS.LgTTfR 7HE Sl7f SPECIFIC DRADINGS FOR REVIEW. (e) THIS 0 cD.: SFIFU,L 'BEAR 7HE DATE• AND ORIGNAL" SEAL AND PREPARED IT SIGNATURE OF THE PROFE557ON4L ENGINEER OF RECORD THAT !I- SHUTFER _MANUFACTURER,§- LABEL SHALL 86 LOCATED ON A RFAD,2Y A057BLE LOCATION AT STORM PANEL IN ACCORDANCE VJM SECTON 1709-93"OF. FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING, LABELING TD COMPLY Wim SECTION 1709.B2 OF THE FLORID4 BUILDING CODE. THIS DRAY111 VG SHALL ONLY BE. USED TO OBTAIN PERMITS. IN THE STATE OF FLORlDA FLORIDA -BUILDING CODE (Non High Volocily Hurricane Zone) C2017 mr= Mr.. 0.050- BERTHA ALUMINUM STORM PANEL (2.25' DEEP) La OR"N B)' L E C O � NA:. EASTERN METAL SUPPLY, 1NC 42W WiSr ROADS ORA M3 PAIN BEAaT FL 33407 PNp,Ve; (56J)Z09-97&X FAG (561)B41-17fe OZA61f' SLANG dr ENGINEERING COMPANY sa xx �•a.�:A eam4 n nr pmtrrr-ruo . sa,- AH-0006719 TATTER A Mff J, fLORATA Ue. 144162 17-096 DR4MO! Ne, �' Aa ra+vra aar Gx, r pyr M%'ET I' OF /t 14.845-,t(re�O7,A..L.� NO" B.tMs• CWTAL WOW)- f---12000' fu.u.-rc`rJLBH)� t-6.OLX1' (FFFECroVE MDIH)-' 1J00' 4:A)p' rJ00' 4.-{ /J00' I.500' I.SL / s (T},P I I I I a As weuxE OrN I r-r r p'p �vq h h o-ry•p � O rr �1 II F2f?5'�S89r'�2I25'� f--2.123"� Q1 FULL ALUMINUM PANEL Wf HEWED FTuwlc wrLlunwu e..I�. ,..i 7&I ig- (ram Ww7H) 9.119• (TOTAL WOW) E- 17.aoo• (LFFEcrtE f3Yl7N) -.i f-B.000• (ETTECrrvE NIIAN)-I JJ00' 4J00- fJOO• 4J00'-- 1500' f.500 4.500• J.500' f ' MW I 1 I I 12 a APFLC E nn! 1 1 o - �� rzs•�-u9r'-�2 rzs'-I {-a tzs'� O FULL ALUMINUM ®.&, ® STORM PANEL .JSp'_rr/t'r S S SR9 Lw Lo (rG lOG1A)N r a r taxis r _ j � aca0- ( ter) 17 Z'x5 1l8' eNGL£ WITH MUD VIC g RAs� (SAr TOPO LINE 7 (2) 5/16• HOLES Ar BOTTOM LINE 1 FOR J/4.0-20i1' J sGVEGv rAPcaCON rs P l6 3116'x7 x14' LONG WALL PLATE sa - 3/16- - f- r�4- . B75• �.0A" OR .060• .09J• DETAIL 1. sRw W% OLE cisr zwc NrCM PLATEO WOIG NJIr • .225' I/4. O J04 OG7' Ow "I M % a 12'K a O.G .666• -�-- 750 / 2.7[0'S1J -�- = I' . 09J" 3. TIP. 47Y 109. 589 w ODED P �.041�;''\jCE &n W AUm scve a_ r- a _ Q3 h' HEADER scut: J/6•- r• 2t4' J000• uor. 3' ANGLE BUILD OUT ,@RACKET Jrac:Ji6 1a/ OPTION f 12 KEY HOLI .7a5 tree- � RLeze 1.375' TI w H t .Tea' T =r= tq R052 .09J' Q7 3B`8.0. 'F` TRACK 05 `U' UFAOFR SGfL: L7J' . Y J80" .Igo, o a .o9s" 1.950- ® REVERSED F' ANGLE TRACK sutra ye - r -374' I .465� -Ir.r2s- ALrau+ut - •• R125' 2000'. �. h = 09 'F' TRACK ANGLE .1 srwre:Jre-.r- a0(R/' I� 11 2' x. 5' (Max.) x • 125' ANGLE f rAJN'-R AB19' g� J t : w, .res• © KEY HOLE WASHER J/os-Hrs. A�.n Aum L07s IFu�i. r ' BUILD OUT .D9a- 'F' TRACK saJ r : 4/6- - I- 12A ROUND HOLE AT PANEL (OPTION TO 12) 1/4. 0 .100 SERIES S S STUD RAZW TO' AMC O SPACWGS SxI°wrI GN srclmvS s- zow- T f0 STUDDED ANGLE ra6r-IJ Mm Auar 67 ' ,1 I FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) e * ; szotr maco, ma 0.050" BERTHA ALUM/NUM STORM PANEL LG IF (2.25 DEEP) DRABN BY.- °'imm. EASTERN METAL SUPPLY, INC L E C O 1 !1 C. 420 NEST ROADS &%r 1 ,Ir TlLLlr 7£SnHC & [:NGIHEERING COMPANY Mar PA.A, SSWH, FL M407 twa JJ!! rtlx JM F sr. Jo; !Na eManx A M" Phx : (IDJ3J : (JSlJBrI-Ial PHONE (56f)209-82Q FA.0 (561MI-1716 .17-096 EB-0006719 ER-00. 77 WALTER A TI(N J. P.E ®m us ranvrw 40 ILW /L.jr ORAMNC No 5T/CET fA Or I4 ROPoQA Lrc. 44167 TOP TRACK (SEE COMPONENTS, SHEET lA Of 9) CONCRETE ANCHORS (SEE SCHEDULE) i .yZ i l . w21OX,.� U) ail III III( III' � I III .II ;� III li�i loll I I'I�...e u li�i rtl_._11 Lme 1 CONCRETE ANCHORS (SEE SCHEDULE) 1 3 r ax 1 Mirt. L BOTTO/A TRACK STORM. PANEL TYPICAL ELEVATION (SEECOM.PON&WS. SHEET.lA) SCALE : 7/8" = 1" SECTION A -A SCALE: 1/8" = 1' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02017 My= WC. 0.050" BERTHA ALUMINUM STORM PANEL (2.25' DEEP) cc AWN W: IL ECOINc. EASTERN METAL SUPPLY, INC 42&9WW�°, AC Kyr PAW S&WH. n. JJ407 FNONE (560709-MX FAX (561)841-1716 �1" 17-096 SFINa A, Momtcmw coYPANr u_,,,a_ .n. . t'RrXw f m4 n Area SWEr 2 of M f� LAMM% ZAWC AKWJ. RED HEAD mT+AE+DL1 Li' TV'-WP. CALK-P! OR E �YaE/ cr:Yuc vAYauarE � \ (SEE SCUMME' FOR SAAMC) CONCRETE POURED $ REOULRED \i I k f' diWfYUN , S£PAPAnON TO "ASS qq ! I POURED C f CONCRETE o OR CONCRETE UBLOCK W p REOUIREDALL LLAC NARRC RID f12A0 OtNA40L / 3 Cr rAP-r GILX-LY ORXA aco MALF,.— £PAN'ELJLtTE 'L AN^.N (SEE Sd/EDfILE MR VA^CA-) SECTION 0 ANCHOR TAPCOn 7ALAC NN(LY, Rzv HAD C". DMASMr. Cr TAP-6PO; C"-W Cf WMALE/ FMUZ PAMMATE (SEE SpMXW FOR SIAOMJ POURED CONCRETE REOUWED -N p tj �J z, �\ h' eovs'ivj i/el< � Gi T2 VJWC NU7 ® I d a r2' o. e � I y i i POURED 4i p CONCRETE I -/ OR CONCRETE' f POURED —/ 41 BLOr.K WALL —✓ CONCREr. REQUIRED 7 CDRE OR CONCRETE L BLOCK WALL T REQUIRED WtVNS Z4= O msmr CF IAP-CRy N42uv. RiD RTAD-F G1K-iY D.R S �QCDHALE/FI-PAARWTE COnL MTHORS (SEE SCHL?)VLE FOR SP,ICRFG) WALL MOUNTING INSTALLATION SECTION 2 SCALE _ Jam. e 1" TAFMIM7Awc rat Rm lffmin�On�r, CF TAp- . C0.K-0!; aW AWFI OJE PANEILUE ANCHORS (SCIE S^lEOOLE FOR SPA-' POURED j CONCRETE REOUIREO E � _ j 7/8-x 3/J2' IfvNG NUT Y( OSUTO _0 12'O. I' C. A _ r ' %Z 1' Mmmum FARAT(0N I 0(Ais BOLTS W/ 7/Bf 3/J2` LY/NC NUT 12' O. C _ PM "-/EXC Jl-W OR WALEP, �/� �� ��Llj,f♦ L_IIIC� F64 SPACING) BUILD OUT INSTALLATION SECTION 3 scAx : ,/B- - 1- E D - EDGE DBTANCE (SEE SCHEDULE ON SHEETS 6 & 7) di ca W NOTE FOR COMBINATION OF SEC77ONS 1 j 1 Nu �' 114- 0-20 x J 4' jj( POURED S I BOLTS YJ/ 7/8� POURED /` CONCRETE y; ( J/J2" WINO NUT 0 VJALLIaOOR/CE7UNC MOUVWZNG SECTIONS CAN BE i OR CONCRETE 12' 0. C COMBINED IN ANY WAY TO SUIT ANY INSTALLATIONOR CONCREM, CONCRETE g° BLOLT( WALL BLOCK YI&LF I REQUIRED REQUMED g ( fO Cont. TNN.'oFlS Cjr _Gp Rm HEAD -A I h OMY6gS, CF TM-OR1P, CALK-0! OR j O M FDYNE PANELKATE + / CODE. SECTION 0 STUD ... SPA=) WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 1 SCALE ; J/B- - f- SECTION 2A SCALE: J/8- nLL[r T! NOTE : D£IAq. OF SECRON.® STUD VAL/0 ALSO FOR s NAI.0 ElOUMTNC INSTAGIAnON - SECRON 2 (TOP) DrAma.. O'TM-CRP, GILK-: OR SILO WLE%fDYLE PRrn ue}c 41; C-t. (S SEE a DWE FOR SPAO�NO) POURED \ -}— CONCRETE REQUIRED C � e 1 W SEPACLASS TO— LfSS v F N t u 7/B' x S/32` YANG NUT A 12' O. C A a POURED CONCRETE OR CoNamr BLOCK IYALL 'g REWRED i EW MR SPACING) BUILD OUT INSTALLATION SECTION 4 SCALE; JIB- e 1 r—(V c-f I ` 0-20 AT. S. NOT 0 12. 0. C FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone 02017 7ulECo„w6: 0.050- BERTHA ALUMINUM STORM PANEL (225' DEEP) LC. ORAAW Sr I L EASTERN METAL SUPPLY, INC °'a16,�117 E C O l N C. 4266 ,PEST ROAOS aRNE 'STWC h ENCINEERlNC LOYPANY WEST PALM BEACH. FLJ3407 sn s. sTr ]OS rsAc. OAPDENS n a1L[, PHONE' (560209-BY6J, FAX (561)841-1716 17-096 (SQ}J�1-fSlO ,. Ra: (3'b)JFL-tY1 EB-0006719 WALTER A. IRE? J. ^'� urr a+: w m<vmr ORIW/11C N4 ROR/OA !i^ H167 67 ,_ SHCET J OF 14 °RP,A7�ANCtzqs \ (SEE saemGE FOR 1 B POLRED CONCRETE REQURED —\ 7' MNLMUEI sEPARAWN TO GLASS i KO x ,T IT NUT ALTERNATE 1T O. C. LEC LOC477011 nCn, 0 UPCW4 CXK-W OR aW FEMALE PAYDMATE ANCHORS — -20 S. S AMCHNE (sEE-cMDa•E FOR sPACwG) \ i E Y NUT & WASHER f--- r' drn-. POURED CONCRETE i REQUIRED - ' g f L Lfn.--� TAFCOl1S: Zd AIROL RFD TLL+ID� — 1/4- 0-20 S S. LIACHI� aTNASIXS (E(DYX W2>7, (S UP-Gm� PELT W/ NUT & YJASHER uuo-w aR ELW AfALE/ FEW(C O 12' o C. PANELMATC ANCT2RRS 11 ConE (SEE SC!lEOWE FOR SPACw;7 BUILD OUT INSTALLATION — SECTION 5 wwzL a/La L- NK/ =_2U PANE= A17FJRS (SEE SC W-W MR SXA. %C,) F D.— I n POURED CO,wCRMREVIVED E. � 2 7/B' J/J2' fflNG NUT 6 I2' O. C. (SEC SpJED01£ NR SPALAG) e. u /i CEILING & FLOOR MOUNTING INSTALLATION — SECTION 6 SCALE ; J/6- = L- -2D x J/4- E O. - EDGE DISTANCE NC'NUT O � 56&7) ON NOTE FOR COUBM77ON OF SECTIONS WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE CONBNED IN ANY WAY TO SUff ANY INSTALLATION. POURED REWRE7NrRETc --r FLOOR MOUNTING INSTALLATION — SECTION 5A sc4LE : -,A- m I PW/RrD CflATl.ETE� ("1-1f^T•-1 A JIKC G:K-W °R nW UIeC EAAYII XAN(OWRS �'---E D. i -MAE FOR VAaK'G) CEILING & FLOOR MOUNTING INSTALLATION — SECTION 7 SCALE , ;iei�'y.%:...,..tea 1� till,' ��.......... l ;Y �e�`vp vc u••.9 ♦ 4'!67 � ♦ w E A ♦ i /_ayTA1E QFp r4K-lM ALL POGVTS saw -SET OR ELCO WL£/FEMALE PANQAUTE ANC/ (SEF SCHEDULE FOR SPACING) - 7/e10 WNG NUT ONLY APPUGiBLE AT HALE PANEl1AIM(TYP.) e � i i \: I I I r o I I w 1' NNLMUN I H EPAPAT70N TO - GLASS i i L •t r f� I I { POURED —/ o CONCR OR CONCRETE ONC ETE BLOCK WALL I REOUNED — - - CALX-DV• ALL PL1/N75 SOUO-SET OR--1' ELCO NA1E/FEM4LE PANEWATE ANCHORS. (SEE SCHEDULE FOR SPACN) WALL MOUNTINGINSTALLATION (D. M.) — SECTION 8 SCALE . J/B- - L' • SCREWS (/SEO AT ANCHORS NAY BE 114 0-20 SIX L/40-20 TRUSS NEAO BOLT • SIDE WALK BOLTS ARE 3/4 0.J/32YHICK HEAD WICWNE SCREW TY/ LENGTH AS PER NOTES A.2 & 82 (SHEET r). TRUSS HEAD BOLTS ARE 7/210x1/8' THICK NEAR AW-W E" SCREW IV/ LENGTH AS PER NOTES A2 & B.2 (SHEET r) ,11 4 FLORIDA BUILDING CODE (Non High Velocity HurrTcOne Zone C2017 IVEM Nc, 0.050" BERTHA ALUMINUM STORM PANEL (2.25" DEEP) LG DRTNN 87: L E EASTERN METAL SUPPLY, INC °'a`rr/f7 C O l N C. 4268 NEST ROADS ORNE TLLLIT TESTING & ENGINEERING COMPANY NEST PALM LTF.eCTC fL J3407 A16° CT�eii`-r.YrAveOT PHONE-(561)2a3-B26J, FAK (561�ff1-1716 17-096 rii ED-000671-9 WAL7ER A 71L1fT Jr. P.E ®"u o.a m ro-au /m/r ®mr mn D21WNO NO FLORrDA L'c 44167 • SHEET 4 OF 14 POURED CONCRETE IN II fI OR f CONCRETE BLOCK WALL .� VARIES J"fI I RECUMED Mar. N \ % POURED CONCRETE '4 OR POURED �' 0 CONCRETE BLOCK CONCRETE OR {PALL REQUIRED / CONCRETE BLOCK N IVALL REauRm ii CONCRETE 2500' Nit / ANCHORS r CONCRETE �•\ \ \\ �� ''p�p j O 12" O. C, rM;n. ANCHORS G II• VARIES .31 REpL/1Rm ALWAYS g0 L.0°D' = 2' x 4' r . f25' `—i g c { 1 2� \\ OR f h I OR ®OR O 2- x T' r .055' ALTERNATE fFC LOCARON r 3f05-Hr4 OR 6063-16 ALLOY' 0 TO 2' x 5' x .055" C-t. Al— ANGLE /% % \ \ OR i O Cent Arum. ANGLE OR' T — —. ?1 OR .G80~3105-Hi54 SHEEr METAL Alum. 114' p BOLr 4' x 4" x .072' EMT PLATE 0 24' 0. C: J105 1414 OR 606,3-i6 ALLOY W/✓AL7aVUr Cont At —.ANGLE CASE A (Plan) SCALE 1/4' = 1" CASE B (Plan) CASE C (Plan). scale r/a' _ r' SCALE. r/a" = r. END CLOSURES DETAILS MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f AND CORRESPONDING MAXIMUM PANEL LENGTH "L" POURED CCNCRErE j CGvr. OR CONCRETE SCHEDULE FOR A GIVEN PANEL SYSTEM BLOCK WALL (OPEN POSRION +) firomm . MAXLMU.M ASD. DEWN PRESSURE RATING (p.51 J At P,WEL LENGTH L. (it) MOL/N77NG W/ A' HEADER 3g MOUNI7N'G W/ Te' HEADER (S� WAL COMPO,VL MOUNRNG +30.0, -30.0 72-f1" f2'-/r" 12-11" 72'-11" +350, -40.0 12'-0" 12'-0" 12'-O' l 1T'-2' 11•-2' 1 Tt' 2" +45.0. -50.0 10•-7' 10"-4" 10'-7' +50.0. -55.0 10'-0" 9 -4' +55.0, -60 0 9'-7" 8 =6' 9'-7" +60.0, -65.0 9'-2" 7 -9 • 9 •-2" 8'-9' 7"-2- 8'-6" 6'-B' 99M- MINIMUM PANEL LENGTH 15 X-0- WCON ANCHORS OR ALL POINT SOLID -SET (SEE SCHEDULE FOR SPACWG) ' A l sT � j O + NDIE: SNAP raP Cr3 'r HUP°R'Rar"cAr � c°�Dovoriro"NsS COW.- 1 _ 1 1' MINIMUM �i I W 1 1' MWMUL! I t TO GLASS 1 I I }I CONT: TO GLASS I ' 1 I 6 j I W / ; CONT. I CONCRETE OR /, /Q I CONCRETE I` r F�W E BLOCK WAL REOUNED L POURED CONCRETE O c CONCRETE 1u BLOCK SECTION @ STUD TYP. TOP/BOTTOM _ ANCHORS OR ALL 4r/J///// m.. (SEE SCHEDULE FOR SPAWNG) l (OPEN POSlRO,I�.�SCLO-SertF(`� � 11L�/T J WALL MOUNTING INS TALL4T:'���SF' SECTION 9 a No. 44'167 SCALE; 3/6' = t" c a`rur 57U0 POURED CONCRETE OR CONCRETE BLOC WALL REQUIRED POSl1TON +) POURED CONCRETE OR CONCRETE BLOCK. WALL REQURED 2' x 3' x .093' 3105 H-14 OR 606 A6 ALLOY 12 Alum. ANGLE WTH ANCHORS ® t. . G A. a CASE D (Plan) SCALE 1/4" - i CASE E (Plan) SCALE f/4' - 1' fLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 TUTEDO, u!c 0.050" BERTHA ALUMINUM STORM PANEL Z (2.25' DEEP) LG DRAWN BY, I EASTERN METAL SUPPLY, INC °'2`�1" L E 4268 WEST ROADS DRNE WEST PALM BLA(7L 2 53407 PNCNE.• (561)209-816J FAX: (561)847-1716 3nNO R ENGNEERlNG"COMPANY su. n. sa x1. lxraw aa1w; n 3Tr6, 17-096 + [1¢TAnr-um. ru: L7hsJn1-rvr WEA 0T!(N6719 ALA Jr. ORAWNC No - - SHEET 5 CF Y4 FLLic. 44167 FOR sG AWAaeons REouwED ANCFfOR SPACAG MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING 1tfAXIMUM ANCHOR FORA GN£N ASD. 06A;.Y LOAD AAO PANEL LEl1GDt 1SO."D ILIAIA(UY pAAEL. r%FOR A O,r9 scRi °�N L0"0 4. `� °� SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES SCXmUf£ ON 9Q'ff � MUI/ PRESSURE RATING (a..f) IMMU ANCHORS SPACING MR E O. - 3 1/2' -Q APPLICABLE TO SECITCNS I & COOS nOA OF THEN MMAON PANEL LENGTH 2" (tL) TAPCONS Ri 7w- u CAU(-Pl SOLO -SET PANfUGTS CF TAP-GRP t0 CONERETEI I TO WSOMY TO TD CONCRETE MASONRY ro r0 CONCRLr£ KASONRY To CONfREfE ro ItA5D10t1' TO CONLWETE 70 mtsv'gr TO LYWCREJE 70 dNNNRY T2" - 1'++I - 12- - - - 12' - 12- - 1 (TOP) 12" 70' t2 ++ 12" 12- i) g- 12- 1z- 12- ! t2' TV i10 1/2' 1. 9+(BOTT0M) t2- P - t2"++i - 12- i 12- 12- i 12• 1. - rr I - 2, 9+(TOP) 12- TO- 12 -1 12- 12" 8- - - f2' ' 12' Ir. 110 1/2- 2 (BOTIOLI) Ir 10 12'++ 12" 12- 6- - i - 72" rr 12- 10 J/2' 2A (SOnoM) E.J50, -40.0 fr - it Y4 - 12' - - - 12' - 12' ' - 3 & 4 (TOP) 8'-O' OR 12- 10- 12-++1 12- 12" B" - - f2" 12- 12' 10 1/2- 3 (BOrtOM) OR LESS I- TO' 12'++l iZ- 12" B- _ - 12- i 1. 12' 10 1/2' 4 (BOTTOM) LESS 12' - 12'*l - 12' i - - - 1Z" - 12- - 5 (rap) 11' i 10" 12-++l 12- 12- 1 6- - i - 12- i 12- 12' 5 (80nOM) 6 (TOP) 12- _ 12- ] _ t _. _ 6 (BOTTOM) It. - - - IT- - - j' ! - 12 - - +# f - 54 (BOTTOM) fb- - - - 12- 4 - - - t2- - - I - 7 (BOnOIA) 12- 1 6- 12- 12' 12' it - - B (TOP/BOnOM) 1r - - jj i - 12' I - f2- - f (TOP). 12' g' 12""+-r1 12- 72' P 6' 12- J2- T2- 12- 12- 18 1%2- 1. 9*(60TrOM) tr - ++ 1Z I t2' r2- 1?' 12' 12- 12" 12- g- 12- 1 11- Ir 6' _ i _ 12' .12- . 12' 8 1/2- .2 (BQTn16f) 12" 8' J2-++� 12' i2" 6" - - I'- 12- 12- IS T/r - (BOTTQM) +350, -40.0 tr - 1r- t2' - - - & 4 (TOP) OR 72' 8' f2--� 12' !r 6'-7 -12- (8 1/Y 3 (BOnOM) 58•_0• 72" i 8" IZ" 12' TZ' 6•t2- Af2- 8 J/2' 4. (BOTTOM} 12- I_ 12'-.12' _' - - 12-12'3 - 5 (TOP)12' B' 121Z' /Z' '"1/2' 5 (BOTTOM) - - - 6 (TOP) 12' (BOTTOM) 9" } - - - 9 _. _ € _ 12• _ _ _ SA�BOTTOAi g' _ - I _ 9- T (BOTTOM) 8 (TOP/BOTTOM) E D. - EDGE DISTANCE A�� DfS7GN PRESSURE MAKMUM ANCHORS SPACING FORE. D. - 3' W- •• APPLICABLE To SEC77ONS & OCOM8 T10 m4mA PANEL LENGTH TAPCONS ZAYAC NAIUN/ RED HA DYNAB0IT CL"- V SOUD-SET PAJIMMS CF TAP-GR.P LDNCRETEI AM CM&WI MASOYRY CONGR£!EI DAT0T4eT C@.r^ORFTEIIlASTo COr o I 'vA50NRY LONT�RETEI.usoNRr 12' _ 12-­- 1r I - - i _ 12' 1 - to' - 1 (rap) 12' 6' 12'++i 12' 12' i 5' 1 . 12' i2' 12' 11 1/2- i 6 1/2' 1, 9+(801TOW) 12- 6- I i + - 12'' ( 12' tz' fY 1- _ 2. 91'(TOP) 12' 6' 1r + 12' 1r S _ _ 12'+11 11 t/2 6 I/2" 2 (BOTTOM) 12' 6- 1 12-++ 12• 12' i 5" - - 12- 12- 1f 1/2-16 1/2- 24�(Barrod) +33Q -4D.0 12" - 12'++ - 12' - - - 12- i - 11 1/2- i - 3 e, 4 (TOP) OR 72- i 6- 12-++ 12- 12- 5- - - T2- i 12' 11 f/2' 6 1%2- J (807TOM) r0'-O' LESS 12- 6- 12'++ 12- 12- I 5- - I - 12' I2' 11 1/2'16 1/2- 4 (BOnOM) TO 12' I - 12- - - - 12' - It 1/r1 - 5 (10P) tY-1I' 12- l 6" 12'++ f2' 92' 5- - I - 12' 12' It 1/2"16 1/2- 5 (607TOIJ) to- - - - to- _ 12- - - ( - 6 (TOP). ' - 6 (8077t7tA) .7 - _. 7' _ _ _ 9 1/2' i _ _ _ SA BOn(TOPO.0 T 7' - - _ 7• _ _ I _ rp• - 7 (BOn0r.1) - 12- # - 12- f2- T2" 1 12' - ( •- (TOP/BOT7014) + ONLY TAPCON ANCHORS OR ALL POINT SOLID -SET ALLOWED FOR MOUNTING SECTION 9. ++ ANCHORS SPACING ONLY VALID FOR Z4)MG AWLIN. SEE SHEET 8 & 9 FOR ANCHORS TYPE & SPACING FOR LNSTALLATIONS INTO {MOOD FRAME BUILDINGS MWMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2- EDGE DISTANCE. FOR E. O. LESS, THAN 3 1/2REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS (Min. 8 D. FOR CAUL-1N ANCHORS & ELCO PANELMATE 15 2 1/2;. AND 3 T/Z' FOR SOLID-SETANCHORS). ACTUAL £: D. FACTOR LIPCON uMAc ruvN /DM4WLr PA MAATES TALK-(N SOUD-SET CF. TAP -GRIP .86 .75 .76 1.00 2 1/1- - .71 .50 - .80 2' - .50 - 1 1/2' .35 - FLORIDA 01017 DGIEOL6 N'G 'L'E C Q INC. IILDING CODE (Non High Velocity Hurricane Zone )50" BERTHA ALUMINUM STORM PANEL L.C.(2.25" DEEP) DRAWN e EASTERN METAL SUPPLY, INC °'D217 AM 4266 WEST ROARS DONE PHONE (561"-816JPALM .FAX (6R. �84J-1716 17-096 S17ELT 6 Or 14 MCNEDf,,E O/OfG ff,D D -PAN SPACING FOR A GA'[N AS.D, DESGN Iola AJVD PANQ. 1ENGRL HOWLV'.R LL11f0/UAI PANEL LEN.5R7 TOR A GAVN ASD. D£SON L010 UfIST BE lOWW AS PER SCNFOUIE ON s7+ 17 t MAXIMUM A.S.D. DESIGN PRESSURE RATING (PAL ) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES + F7D- EDGEDIsrANCE NAXfM " EVGM PRESSURE RAIWG 1WA XW M ANCHORS SPACING FOR I- a = J 1/2' •• - APPLICAaE TO SECNONS % & CO!lBW4TZN OF TNELt 15R.aV PANE. LENGTH t" ('L) TAPa71ly RID III DYU49Mr c4lx-IN SCUD-SrT PAM1EU447E5 CF TAP"Gmp m ,o CORCREIE uAsaan ro cnust�rE ro vASavRr ro conraElE�lusawQr m• m coR10 1 ro uu10 ro cav1UEre ro NAwloir m m cnlrcVmj AY=kRY 12- - 12"++{ - 12- { - - { - 12- { - 12' - 1 (TOP) 12'++{ 12- 12• { 5' t2' 12• 12' { 12- 12^ { 7- 1. 9+(BOTTOM) 12' +� - 12' 1 - _ 12' 1 f2- 12^ { - 12' i - 2. 9+(TOP) 12' ! 6' 12'++1 12' 12' { 5- - 7- 12' 12' 1- 7' 2 (BOTTOM) 12' r 12- + /2' 12' 12' 12- 12- { r 2A TTD.�, ",PJ54 -480 12- { - 12"1 - f2- { - - { _ 12' { - 12' { - J & 4 (TOP) 8-0- TO f2' { B' 12"1 1z- f2- I 5• - - T2-' { f2' 12• { T' 3 (BORON) s5Y0. -60A 12- ' 6- 12•++ 12- 12- { 5• - - 1. la' 1z' { 7^ 4 (BOTTOM) LESS f2' { - 12-++ _ 12- - - { - 12- { - 12" { - 5 (TOP) 12' tY 12' S' - - fY { 12• fY , T- 5 (BOTTOM) f0' { - - - 10" { - - { - 12 - - { - 6 (TOP) r I - - 1 - l0 1/2-1 - - { - 54 (ioTTP M 6• { - - - B' - - - 11' { _ - _ 7 (BOTTOM) 12" { 1r 12• { f2 - _ B (TOP/BOTTOM) 6- - - I - 9 T/2' { - 4' ( - 1 (TOP) ff' { 4- 9"++1 8- ll- . I J- 12- { 12' 12• I 6- 7 1/2" { 4' 1. 9+(BOTTOM) T2' I _ 9.++i _ 11' { - 12- 1 12- J2• - 7 1/2" F - z g+((Op) If' { 4' 9" ++i 8' 11' { 3' 12' { 8• 7 7/2'I 4' 2 (BOTTOM) 9'++1 e- 11- { J_ - I - ra' I 6' T 1/1" 4' 2A (BOTTOM) iJYO, -4a0 1 n - 7 !/2" I_ 4 (TOG) TO IT' I 4' 9-++ 8' ll' 3' - I - 12' 8- 7 7/2- { 4- J (BOTTOM) >8'-0' ±550, -60.0 Ti- { 4- 9-++1 8- 12- I 8- 7 1/2- <.' Q (BOTTOM) 70 i - 12' 1 - 7 1/2` 5 (TOP) 1f' { Q' 9'++1 8' -1- ?1-1 J' - I - 12' 8' 7 1/z' { Q• 6 (BOTTOM) .I 6• I _ _ 6• _ _ -. 8 1/2-j - _ _ 6 (TOP) 5' - - { - 7' 6 (BOTTOM) 4- { _ _ •' 4- _ _ { B 1/2- I - - { _ 54780TmAf 5" 5- - - 1 - 6 1/2- 1 - - 1 - 7 (BOTTOM) 6- { - /2• { 12- - --6 (YOP/80ROM) ACTUAL E D. FACTOR + ONLY TAPOON ANCHORS OR ALL POINT SPUD -SET ALLOWED Fi ++ ANCHORS SPACING ONLY APPLICABLE TO IAMAC NAUUN ANCHO ' SEE SHEET 7 & 8 FOR ANCHORS TYPE & SPACING FOR INST.4 BUILDINGS �� MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 1/2' EDGE Or: FOR E. D. LESS THW J 1/2 ;• REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEWLE BY THE FOLLOW, FACTORS (Min. 6 a FOR CALK -IN ANCHORS & ELCO AU6PANELTE 2 1121, AND J 1/2- FOR SOLID -SET ANCHORS, FOR THIS OPERATKIN TO BE MADE REDUCED SPACWGS RESUL; FACTORS SHALL NOT RESULT ON SPACINGS LESS THAN J-In +4.5' FOR RED HD, DYNABOLT ANCHORS). TAPCON TgMAO l7A/uN 10waBOLT uIMOIM GUK-4v SOUR-Sf7 CF T.w-MP 3' - .B6 .75 .78 1.00 2 f/2- - .71 .50 - •80 2' - .50 - _ _ f 1/2- .35 _ _ _ _ NA AST" EAITMWJ ANCHORS SPACWO FOR E J a - 1/2DESIGN ' •• • f � o .`' �o. •:i,'MFi� p� ... � a (1t{O!(U11 ° `.1 PRESSURE SE11 'PANEL'� TAPCONS RED OVIVO LT C4LK-IN SOUO-SET PANEYAl6 CF TAB L q� cgNBuuRa� 1r'IG1N CamT7:F7EjIRY ,�N� �a. j�Y =TO � CjCAE,EjdL TxF¢��I �•AN 8- { - Y++{ - 9' { - - { - 12• I _ 6- { 'Air [ •i1 1 f(7('is�• GJ i . 12- { 5- 17- +{ tO- 12- { 4- 12' 12- 12' 9 �1/2' 9• 5• \f„y'"/g01.7O t/4' Mox C.4P 1/4' Max, CAP 1 SECTION B—B SCALE : 1/8' = 1' 14B/6, 14A/6, (WHOLE) (LnIOLES) 15,166/7 15,16A/7 BUT NOTCHED 1/4 =20z 1" S M EA CORNER @ SIDEWALK BOLTS. BOTTOM AS F-SEE DETAILS 2/7. 1 SHOWN. 2/ts rri t . / 't to r-, ,. R _(WHOLE) ..:. -' .... '...- 6 ' ' �.. B :. INTERIORLY REMOI/ABLE . PANEL SIDEWALK BOLTS 1 0 (SEE DETAILS 2/7, 2 -14) CONNECTED o j TO t THRU N 1 5/8D HOLES AT ©@ 3 - - - - - - - FASTENED AT REAR 2- j� WING NUT @ LVERY 7 OR 7@0 OR 7 SIDEWALK BOLT. 14B/6, 14A/6, 15,169/7 1 S.I 6A/7 = J' CONCRETE ANCHORS .(SEE SCHEDULE)- ---- -j emu! Max. 2 Min. INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION Y SCALE : 7/8- = 1' CONCRETE ANCHORS (SEE SCHEWLF) o CONCRETE ANCHORS (SEE SVfEDU[E)� '�RfOUR£DP w RECLINED 0" CoC �� COL£ 171 Exrmv � I f � m CLASS f I I F- EwsnvG -f GLASS SEPARATION TO GLASS 1' ar . s£PARAnov ' I � I' TO c/RSS t 1 i I t i 16 DETAIL 2%7 1/4' 0-20 r i' IS W/ 7/B• O x 3/32' rnNG ® IY' O. 1 1 i � C T f/4 • o� 20 x. r' ssres 1 fY/7/B•O x.J/.i2' i17NO flilT a 72' O. a POURED CONCRETE' 1 OR CONCRETE i I BLOCK WALL ci 1 / POfIR£DJ REWRED 1 RN CONCREIZ BLOCK WALE. Is 7{W I R£OUR£D ,a LL.r — CONCRE7EANCHORS 375' (SEE SQfEDU[£)— CONCRETE ANCHORS_ — _ 375• Cont (SEE SCHEDULE) 1 WTERfORLY REVOYABLE PANEL 7(WI SIDEWALK SOLT5,(�EE DETAIL 2) Copt OON LED JO. 7NRU 5/B o NOCES AT B ®6' O.0 & FASTENED SECT/ON !Od SECTION IOB Ar � W 7/e o a132r iwc Nur O EVERY'TO LK-BOLT WALL MOUNTING INSTALLATIONS SECTIONS 10 SCALE : 3/8' = r' INSTALLATIONS VALID FOR PANELSOUSED JOINTLY IT • 11MERIORLY REMOVABLE P ELS FLORIDA BUILDING CODE (Non N/gh Velocity Hurricane Zone) 22017 ELMO, iNc 0.050- BERTHA ALUMINUM STORM PANEL LC. (2.25' DEEP) DRAWN BY. LET ON EASTERN METAL SUPPLY. INC 07/26/t' L I266 M1EST ROADS DRIVE 7NG Q ENGINEERING GONPANY PFIryJE Y(561 PAW FL 33<07 17—D.9B 61. Sh A'1S r�L'NA MPK1V; ft 9r66 mOen-tam . f : (ws)alr-tart 2&X F (567)209-626.�, FAX: (561)84i-17I6 - £8-0�67I9 ALTER A Rdr. P.E. T' n u�tta an ts-ow ma i's/ atsv+er n,a' OR1W/NG No FLORIDA L'c. t4f67 , � SNFET 8 OF 14 CONCRETE ANCHORS (SEE SCHEDULEPOUREJ RF+AUHRM CONCRETE EC a jI 11' Ar- To GLASS SEPARATION ' f , r ED�t 'N \X i I I I � I t o I V 1 � I F I 1 I t � 7/8' 0 r s/s2' k 'mo NUT Cl { EVERY STUD ! O 12' O. C. I i NCRE (SEE I 1 ' I i I Y �1' 171 SEPARATION ` TO GLASS - 1 I A! DETAIL.2 I I n { w i ©12'oc it °F C t. ; h I ROUD CONCRETE TL RfOU/AED } { APPLICABLE .` CONCRETE ANCHORS i E D. /�� f'/%«' EDGE ax (SEE SGHmIULE r� A POURED CONCRETE ;',• REQUIRED (i SIAD .I. APPLICABLE CONCRETE" ANCHORS III.-�A. (SEE, SCHEDULE.) I--E 4 SECTION 1 '1 A SECTION 11 B INTERIORLY A 1 m 6 THRU 5/8 C __ _EIL_ & CING FLOOR MOUNTING INSTALLATIONS HOLES AT 6 O 6' O.0 It FASTENED SECTIONS 11 - AT RFAR IV 7/41a, /32' TNNG NUT ®EVERY 11DEIYALJf BOLT. SCALE: 3/8' - 1' T875' F1420.1' SS SIDEWALK BOLTS tfi SCOT7£0 HEAD, fora j0 -INrFRN.P(y RFM PANEL iWLE vi TMW KEY ROLE 2 B 6' 0.0 W/, 1/4 =20 NUT AT REAR �7 } ' "6-a a a. 6' o. c l I E ma a INSTALLATIONS VALID FOR PANELS I f I _WITH INTER/ORLY REMOVABLE o I I r { 1 E { E. A=EDGE DISTANCE (SEE SCHEDULE ON 4 - . 1 g7$'-<' j \ SHEET 10, & 11) 050.. �!/1 HOLE O 6' OG 2 NOTE FOR COMBINATION OF SECTIONS DETAIL - /NSTAL�70M nc fl4'x1 R/C£2fNC MOUNRNC SECBONS CANSIDEWALK P BOLTS O REA:OVABLE PANEL WfO IN ANY = TO SUIT ANY lNSTALEATHON. SCALE t' I' CONCRETE ANCHORS CONCRETE ANCHORS (5£E S(SlIDULE p, \\HIT (SEE SCHEDULE ) ` POURED POUREDCONCRETEE. O. �I' REQUIRED i 1 I ED.-� N RCEQUR�� f0. iEO. I £0. 5 Cont I I I --Z/Coot. LI• MA SEPARATION w L_J' kart. SEPARATION i ^a t 4 TO CASs I ( t j TO GLASS ] j ( I 1 0 f 4 I W j ` ! I I W I A W W � I i y h R YANG NUT G32• I I 1 7 EVERY STUD i 7/B' O r ( 7 i WI.NUTs-1 TUO i Cant ; a Y2' O. c. ALTERNATE LEG I ( Ilii LOGIDON h I !f �� EDGE OF SLAB IF AUERNATE LEG LOC4rlOAI 4 I I i I r 1' APPUCAGlq • LA f i , POURED CONCRETECONCRETE ANCHORS f LED. ��� DUI D , (SEE SCHEDULE J f G°�HLr� `°RETEREQUIR�°-! SECTION 12A SECTION 129 ' 1=11ORLY REAfOVABLE PANEL pl W/1 SIDEWALK 60Lis EE OETAI' 2) CON1! TED TO 1TRRU 5/8a CEILING & FLOOR MOUNT/NG INSTALLATIONS HOLES AT 6 a 6' ac d FASTENED 12 AT REAR {'/ . 7/8'' WNG NUT Q S/32sm�vAur eocr. it ® _SECTIONS SCALE: 3/8' - I' 3 3 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone tota a20n rarEze INC STAlEOP ; J, .... �, 1 L E C'O I N C. • 77LUT TESTING Q ENGINEERING' COMPANY ►IONA1.ti,,t1 yy Ne •.r• yt ya sS �aea a �Tq N S rrs E8-6006719 WALTER A VIM Jr. P.E FLORIDA U. / 44167 0.050- BERTHA ALUMINUM 570RM PANEL (2.25" DEEP) Lc Duw.v 5, EASTERN METAL SUPPLY. INC 416Ei I. ROA05 DR" WEST PAW BEAM ft. 55407 PL/ONf: (361)209-ffi6J FAX: (561)B47-1716 17-096 OPAiVMG No 169• " _ - xmrmr . an rsou F- Sf/EEf 9 OF ti / | b ¥ a` \\{(k((((k\ |§$++!!$$!! � . tzt | - |)$!!$!!$}! ¥`|$;$$$$$$$ , - �§�<$!!$$$£ | | � � ! |§§a553�yk §§!$$$77!$! §$f$$$f!$! � § K|§§§§§$§§! a $; ||§§b//!/%! | Q 2 |k .§ k 7 \ ��) (�§§§■■ »■§|| |$ ,m .� ƒ , \§; t � | 7 \ „ : ■ �§ ! OL \\�/#Rn, d %�§ ■®-$2 � ; 0 u W � I' x 2' x .125' (Mrn1 ALUM. TUBE W/ 1/4. 0 r 1/40 LAG SCREWS 0 6' LAG SCREWS O 6' O.C. a4 0 Ui SCREWS ®6' W1 1 1 1/4' 0 UC �'REWS O _ 1/4' 0 (AG SCREWS O O.C. v// 1 1/2" AGrc TTHRREADEDt PE ETRATION TO R ; 6' O.C. IY/ 1 1/2' A6n. f1 O.C. AG 1 1 W . 0 171/RJ0E0 PfF/ETRAnON TO ExLSTLYG YOOD HEADER THREADED PBI 112; .V TO { I OL75UNG WOOD HEADER. THREADED P. nom TO j %_ !• WOOD HEADER J J�XMG W°OD P.EADER 1a�. ,J-- rs'n. 1 i Nam.. Soo- 0250 D j 0.m- un4. wa also rSUON.G soasoo 2• I I 2" �nY I i 3 Cant u! I 3 C-L 2- I 2• I a +I _A-:—•' f - A y .� �a Ca L I 16n. 4 e Coot -•T-ter' I COnL WOOD HEADER ( I � WooO I EaDER f o ; WOOD HEADER f = {—wooD HEADER I �—REWOOD HE ER I REQU,RED I wm REOUIREU f m R£OU/Rc^D I 9 REDUfRED I I f oI SEPARATION T0— C I• A&WUM 1 scPARAw4u naY� f a Crass z sEPA rD— class I ALTERNATIVE I GIASS' a— i I 8fI1L0IX TEK SCR 1/4' O r J/4' 111Y SUI DfX 7' i D 6- ac, f TFX SCREIYS O 6" as 1' Lcwaanf • ! t 1• A6NULLIM 1 1/4' 0-20 r - I -_ ' • • : / sFPAmnav m sEPwanDN TO BOLT fY/ ; 1 d o , osc0 I r1455 I a GLASS i vwc mur a a i' t 1 4' 0-20 ,i a - ' I 7/� wzw I 7/a- 0 r I EVERY STUD o ",i s0o - ae a �•r/ s I 'Nur a EVERY j 1/12" 1Y01•G s I ec4 7/6' a x J/dz'� 1G sruD o rr o e: A' 1 I i NUT ®EVII7Y + I 1 I WIG I _-- i STUD a rz- o.af r2• o. a s COnr. I I a 1/4" 0-20 x J 4 •. Eo BOLra w/ 7/B.Qil - 1 f w i i / ��- 1�0 Cont. WDOD STUD 3/J2- WING NUr j- ED f i o _. 7 rant WOOD STUD o 11 L 1/4' 0-20 5 S REQUIRED C. 11' O. a f w O 24' a s BOLTS 61 12' O. C. j, 7A Cont. 0:900' HfOU/RE0 i , �f r 4. O W° SCREIiS O t0 �nl. acnL W, NUr WASHER 1 I/4'P LAG SCREWS O. B" 1' x 4' r . f25' (Lrm.) 1' x 4' x .125' 6' O.a W/ 11/2' 1.6n. A t/4 6 LAG SCRE,YS O 6" j O.a W/ 1 1/2' Arxe, WOOD STUD _ f 6 63-T5 Alum. TUBE (Cant.) (Min•I THREADED PE 'I..nON 2'R U PUTS 0.a rf/ 1 1 2' Mil. 12- x 4• PL4 ; THREADED PENET24T1aV a 0 24' a a • ,SOD' �•,S 605J-T Atum. TUBE (Coot) REOUrRED / S O MIDIVI)TH OF PLATE THREADED PINE7RAIlON O I REOUIRED '• MOBTO7N OF PU1F. REOURED ° /x • 2) !/4' P LAG SCREWS O y M1010DTN OF PLATE CH STUD (L6DWIDIH OF (1) 1/4' 0 LAG SCREWS O STUD. Y_Mu1. NOM/NAZI AND EACH STUD (WOIWDTN OF SW. 2' !!'n. NOMINAL hVD' } f I 2NTO LYf5nNGFIRFA0L0 PENETRATION 8/IO IX/'f j ED PENETRAnON ALTERNATIVE 2 ALTERNATIVE 4 ALTERNATIVE 5 ALTERNATIVE 6 LTERNATIVE 7 WALL MOUNTING INSTALLATIONS INSTALLATION DETAILS ON I'MA` MN s��r SECTIONS A s� : 1/4• EXISTING WOOD BUILDINGS ro' f rrrlrwA;,r�� -- 1 v4.0-zD x J 4- 8047S W/74. .•\\ �;• v•,� ES: I r2 O WIND NUrO NOT ; ��tt 44167 �t,A1 C S _ No. 'f!f11;7 1. INSTALLATIONS ARE ONLY VALID FOR AlAX. A.S.D. DESIGN PRESSURE RAT)NG UP TO ,F65.0. -72.0 ps( AND PANEL'S LENGTHS UP TO'9'-O' 9 OF 2 FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE 7 C-4. _ = {V \\ SOUTHERN PINE Na 2, Y// SPECIRC DENSITY OF 0.55 OR EQUAL. ��'�,' _ � r/4 o tac SCREWS r, 6• 01npSAl� d z' : 4- PLATE r 1/2- tia s„ sa aEDUmEa THREADED F PLATE. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone LODWlDTH OF PUTS. NOTE FOR COIJBINAnON OF SECj0NS• C2017 RLIEW.. INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. WALL MOUNTING SECTIONS CAN BE COMBINED (2.2$" DEEP) ORA7TN.BY• ALTERNATIVE 3 IN ANY WAY TO SUIT ANY INSTALLATTON. 1 EASTERN METAL SUPPLY, INC 07/OATE17 LE C O M L. 426E NEST ROADS BMW nLL1T TESTING B ENGINEERING COMPANY. -'T PALM EEACIL FL J3407 arss,L. sw s. ss r4 xcaA O4eTGS n U,65 PHONL (56Q204-626J, FAIL- (561)841-1716 f7-096 �.: (amlaTl-1aaO. rya :, {amlml-oar nor ar. r DAAWlNG r� WALTER a nLO, J.f8-0006719 P.om u-au _ Fi0004 Lie. 144167 r-'r/, SHEET 1! OF 1< 1/4' 0 [AG SCREWS 0 6' 0. G W/ 1 1/2' Mi, TMTfADED P£NEMMIN TO EXISTING WOO HEADER j 11 C"L 1 f/4' 0-20 S. S BOL15 V f2' Q G W/ NUT & WASHER 7 M' • f 0.250' 2" j y O.SOO' Uinti � I WOOD WADER _ 5 ConL REOIW@D LoNfuum T O SEPARATION L4-'S TO I m GIA55 I ` � O ALTERNATIVE 8 W f/4" 0 Rw BuROFx i W TEK SCREWS 0 0- QG I BOLTS /J2W I Q • 12' O.G ! 1 -'�00Cont _ % 1/4" 0-20 ELCO mole/Temo7e PAN9MA7E 0 12' 0,GO p & 06'0.G 0 (2)• W/ 1 7/8' W . WOODREOLU SR/D _ I 0 24' 0. C. , ' BOLTS 0 t2' Q G I7/ NUT & Y.7S . 11 Cent. ode 1'x 4 r Alum BE" h � 6063-75 A/uxt TUBE"(Cont) (2) //4' 0 (AG SCWtS 0 EACH SKID (WDNCM OF SMV. 2' WAn. THREADED ALTERNATIVE 9 NO Ta R 0 EX NNG STUD. WALL MOUNTING INSTALLATIONS 0-20 ELCO ISO Temale PU RE, ALTERNATIVE 10 SECTIONS A SCALE : 1/4' a 1 NOTE FOR COMBINA770N OF SECTIONS: FLOOR/ WALL/ C£ILINC MOUNTING SECTIONS CAN BE COMBINED !N ANY WAY TO SUIT ANY WSTALLA77ON. NOTES: 1. INSTALLA770)'S ARE ONLY VALID FOR MAX. AS DESIGN PRESSURE RATING LIP TO +65.0, -720 psf AND PANELS LENGTHS UP TO 9'-O" 2. FOR WOOD FRAME CONSMUC770AL WOOD MEMBERS TO BE SOUTHERN PINE No. Z W/ SPECIFIC DENSITY OF 0.55 OR EOUAL . 1/4' o LAG SCREWS 0 4"Q.G 1'V 1 7//22 Ma THREADED P£NcTRATXI:! TO EXWSDNG WOOD BEAM PosITaN ) _7/4' 0 [AG SCREWS 0 6' O. C. W/ 1 1/2' Aft THREADED PENETRA7A7.V JO EXISTNG WOOD .1/4- 0 [AG SCREWS 0 6' O. C. W/ 1 1/2' Mil THRFAOED PENETRATION 0 WDWIDTH OF PLATE POSMON •) I' MINIMUM j t SEFARA770M I 1/4' 0 LAG SCREWS 0 4' O. C. W/ 1 1/2' A& THREDED PEACM77ON W EXb71NG WOOD BEAM DOSTNG OIRRED. EOUACY OD BEAU T BY MVFER OR 9 onL I B1/4'75 0-20 x7/J/4' o OLW/ - J/J2' W1N0 NUT 0 I f' MINIMUM' I 1a' d 0 6" O. C. M7N/MUM SEPARATION TO I o 1 SEPARATION I CLASS j 1 I may.. CLASS _ I 1 I 7/9' x J/J2' NUT O $ - I 22'' O. C. 4 2' x 6" K - J-- Cmd: I WOOD DECK 1• I 1-REO[RRED I C t TO BE CmRED BY REGISTERED ENGINEER O ARCHITECT PRIOR TO $NUTTER WSPLIATIOM .0 I I 5 0 1 C-f. m Ll I I O I z I 1 I I t 1 I I I _ � EO I EO _ �4" 0-20 r J 4 � 1 1 4' 0 !AG SCREWS 0 1/I' °� S 0 BOLTS W/ 7/B� 4' O. G W/ 4' O. C. W/ 1 1/2" Ar- "Ous WING .1 IHREiOFO PfNEfRATlON. THRE 0M PENEM4770M 0 12' Q C. ALTERNATIVE I ALTERNATIVE' 2 CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 8 SC4LE L/alrua.. _ . -T • mm sNAP CAP TO ROM.VN CLOSED AT NON WOOD HURRICANE CONDITIONS REOURM Y7.'�COM. `✓(OPEN POSRION SECTION ® STUD TYP. TOP/BOTTOM ALTERNATIVE 11 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING 92017 MYTOO. LVG IL ECOINC MHO & ENGINEERING CO a s, m.lw. wcvA r.� i>�16T1-ISSO. Fu : [R.lA9l:- NurrlcOne Zone) ANEL Le DRAWN Sr EASTERN METAL SUPPLY, INC °'/a`Tr-- 42M WEST R040S ORNE IWESr PALM BFACH. FL JJ407 PHONE (560209-826.; FAX: (551)841-1716 17-096 �'a 4,xr dmvm+ a,r DRANING No m Is w nv, SHEET 12 OF 14 .1� j 1/410 LAG SCREWS O 6' 1 .1 1/2' WX T�—I 1111YOF0605—WE D P£NFI &ME f0 j WOOD HFRION @ cwt. i a 1 � 1 �1 a a-zD ss a I �crs fv/ I T/6'o : 3/32• y. ftrNc NOT t ®r2•o.c i L"O SCREWS a TE! I Ir l A p p0� pE PLATR7T/ON6® / 11410 LAG SCW* ® 6- O.C. W/ 1 1/2' A6N. /�7HRFADED PENEM77OAt TO IEXISDNG WOOD HFADM l I.SD. SOOT Umc 2" �1 j O3 Cont. WOOD HEADER I REQUIRED I 1, 1' Uirt 1 m SEPARATION I g 70 GLASS 1 DETAIL 21 I r 16 i a i 1/4 0-20 T..S y BOL75 W/ ® ! fvwcPn a r- Y 8 I{/ ®r2•ac � ,_,� COOI. i EDT EO 7 ab LAG SCRON \, r O 6. 0, c W/ 1 27/32• U\\\\ IiD PENETRATION lOW1OTH OF PLATE 2' x d' PLATE REOUREO INTER'ORLV REHOVAB[E PANEL OI W/ S/DEPIALK BOLTS��LJ�FE D£fA/t 2) L I^ I H01E5 A!N 6 O Poll dr FASTENED AT REAR W. . 7/80X3/32' LYING NUT' ALTERNATIVE 12A * ALTERNATIVE 12B s O Ems'' SIDEWALK 6OLr. _WALL MOUNTWO INSTALLATIONS SECTIONS 12 * VALID FOR Max. +63.5, -63.5 ps(. SCALE : T/a' = T' AS.D. DESIGN PRESSURE RA71NG. INSTALLATIONS VALID FOR PANELS (T USED JOINTLY _WITH INTERIORLY REMOVABLE PANELS n INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS OF FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) C2017 7L,TEM MIC 0.050" BERTHA ALUMINUM STORM' PANEL cc (2.25" DEEP) DRM era L ECO�1N7. EASTERN METAL SUPPLY, INC m. /�,;" a261 7R0a05 ORVE 7 TEsnNO a: ENGINEERING cONPANY Nx. nw W fffsT PAEALN, 2 JJ407 PROM 17-096 m act ✓.ze1 aAtLOrS rt mse i'r•:m : (S'6�-IAW . !u : (xCJtpl-16)1 (560209-8267, FAX: (561)841-1715 E8-0006719 WALTER A TI1UT J - P,L ®car m u-w � r era DRAWAIG No FLOPoDA Lk. H167 ._ �N SMELT 73 0� fi N 1/410 SS LAG SCREW ® 4' O.G. W/i t/2' ARAL THREADED PENE'7RAT/ON 7/410 S.S. MG SCREW THREADFD PLNE7RAl1pN a' r 8' (A!) On-MVG. WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTUIG DOW REAM 70 BE CERD17ID BY REGISTERED ENGINEER OR ARCHITECT PRIOR T1 SP.UTTER hNSTAUATtOfl. (+) I O' I ConL i 9 I SEE SCHEDULE I FOR X"' o EX75MlC -tt� SEE SCHEDULE S 2 6LA55 � W. E CLASS I W SEPARATION TO GLASS I 2 � DETA2 2 T- I I 7/8' a x J/J2" wAVG NUT 0 EVERY STUD t 1 0 t2' o. G 10 CLoni Con4 j- r.T?rS" I.t25 +ALTERNATIVELY, TRACK ® MAY BE ATTACHED TO HOLLOW CEILING AS PER DETAILS SH04'/N ON ALTERNATIVE 9A SHEET 7J. 1/410 MM LAG SCM 0 4' O.C. W/1 1/2' E1 THREADED PENEMIA 025- IT718,0. WING' NU7 EVERY 57 0 12' D. a WE700 DECK -1 RECU>T`ta 1" —HOOD DECK REOMMD t/410 LAG SCREIYS O 4- O.G IfDFTt/ORLY REMCVASW PAMELO! W/ W/f f/2- MN. THREADED P&19M770N V4'o LAG SCREAVS 0 Z" O.G SDEWAU( BOLTS EF DETAIL 2) COA' 70 7t 7HRU 51810 W/1 1/2" MIN TFI%WED PENETRATION 6AEQ HOLES AT 17) 0 6' O.0 & FA57ENID AT REAR W1 7/e 0xJ/32' WWG NUr 0 EtfRY SIDEl 8f1Lr ALTERNATIVE 13A ALTERNATIVE 13B CEILING & FLOOR MOUNrAWO INSTdI/dTIIfNS SECTIONS 13 SCALE , 7/4' - I- sc ( DB:U KEY HOLE (L?J a 6' DG 1 7/e' r : J/JY rJ(ff w/I/a -20 NUT Ar REAP MO NUT 0 i � PANa O 6'G G� I t .030• l'1 HDIE a 6' O.0 i DETAIL 2 irf� _SIDEWALK BOLTS O BEA/OVAB E PANEL SCALE I' = f- Ep57t SEE SCHEDULE G[ASSHG FOR Ym. SEPARADON TO GLASS 7 CmG ALTERNATE LEG LOCADON- _ r. rzs ' g 7HREAOID PENFTRA '4IXLS7YNC NQOD BEAM 1.1 ED. STRUCTURAL ADEOUALY OF Emma WOOD BEAM TO BF CERIMED RY REGISTERED ENGWfER OR ARCHITECT PRIOR TO SHUrTER 111STALLARW. (+) 1 C-L I =, Sir srumte£ FOR.Mim ! j o 1 m I SEPARATON TO O14SS I t c I affA/c 2 t; E GERY 7/8' 0 WNG NUT O Y�B STTUD® 77 STUD i 0 f2' O. C. Cont I 0 12 0 T2' O C. i ALTERNATE -LEG LOCATION I i •IMFJ6'ORLY R£AfOVABLE PANELOI rl SIDEY.:aLK BOLTS LF DETAIL 2}._ - 1/ab LAG SCR&I - 0 2- O.G F%a'0' LAG SCREWS O 4' OC: CC 70� TFLRU s/eb W11 1/2" UK 7FIAEADED PENEM17ON, IV 7/1' ADN THREADED PfNETAARON HOLES AT I l 0 6' O.0 & FA57ENM AT REAR W 7=4 /-,l VANG NUT 0. EVERY SIDEWALK BOLT ALTERNATIVE 14A ALTERNATIVE 149 C7UNG & FLOOR WUNTING INSTAL dTIONS _SECTIONS 14 SCALE. 1/4" - 1' NOTE' FOR COUG/M4770N OF SECTIONS.' FLOORMED INC MOUNTING SECRONS CAN BE INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS COMBINED IN ANY MAY TO SUIT ANY INSTALLATION - FLORIDA BUILDING) CODE (Non High Velocity Hurricane Zone) NotEs e2017 DUEL RIG 0.050" BERTHA ALUMINUM STORM PANEL LG T. INSTALLATIONSARE ONLY VAUD FOR ASD. DESIGN PRESSURE R477NG (225" DEEP) owWAN BY UP TO +65.0, -65.0 Psf AND PANELS LENGTHS UP TO 9'-0' _ 2. FOR NEW WOOD FRAME CON5TRUCRON.• WOOD MEUBERS TO.BE SOUTHERN E r EASTERN METAL SUPPLY, INC °'/4Tr. PINE No. 2, W/ SPEcinc D£NS1TY OF 0.55 OR EQUAL. - _ ` �+ O 1NC. 4268 WEST Raos DA" DATE:• - 72UT TESnNO ENGINEERING CONPINY Qw xr. ]9hs� yls..mx WZST PALM 8FACK FL M407 FMME: 17-096 - r.TmA0Ax4rS a ,TTrd9 R.vro: L•TvsM>/-WO.Fm-: DDI/A>I-r3Jl (551)209-8263, FAX- (56r)841-1716 'EB-0OO6719 [VALTER A nU Jr. P.E. mmrs _ m io-au cnr mt ". a®,wI= >iTs/ DRAWUIC V. FLOR/DA Lfc f 44f67 SHEET 14 OF 14