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HomeMy WebLinkAboutProduct Approval-Shutters 4/5/2019 Florida Building Code Online 6jOLI (° LT 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996. F ��'({�1�� FL11968 R4 Eguiv EASTERN METAL SUPPLY,INC. DRAWING 17- '�% 098 LETTER OF EQUIVALENCE SSTD 12-99 AND ASTM E-1996.PDF SJ, 17- 9'6 '6 VI 96196ETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF �gO Go\)S` FL11968 R4 Eauiv EASTERN METAL SUPPLY2c INC. DRAWING 17-094 het 5�� �e !EZ�Q1= EREQER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 <er*. 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 0.040" Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to (2.25"Deep)-Non-HVHZ-Drawing provide hurricane protection. Number 17-094 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R4 II EASTERN METAL SUPPLY2c INC. DRAWING Approved for use outside HVHZ:Yes 17-094 0.040 BERTHA ALUMINUM STORM PANEL.p f 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 12'-0"for+25, -25 p.s.f. Evaluation Reports and 4'-0"for+125,-130 p.s.f.for sections 1,3,4,6,7,8,8A, FL11968 R4 AE EASTERN METAL SUPPLY2c INC. DRAWING 9 and 11. See sheet 10 of installation drawing for other spans 17-094 PRODUCT EVALUATION REPORT.pdf and pressures.Valid only for wind zones 1,2&3 as defined by Created by Independent Third Party:Yes ASTM E-1996. 11968.2 0.050"Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to (2.25"Deep)-Non-HVHZ-Drawing provide hurricane protection. Number 17-096 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:Yes 096 0.050 BERTHA ALUMINUM STORN 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 12'-11"for+30,-30 p.s.f. Evaluation Reports and 8'-2"for+75,-80 p.s.f.for mountings without"h"header. FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING See sheet 5 of Installation drawing for other spans and 17-096 PRODUCT OF EVALUATION REPORT.PDF pressures.Valid only for wind zones 1,2&3 as defined by Created by Independent Third Party:Yes ASTM E-1996. 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing 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:Yes 095 24 GAGE GALVANIZE 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'-8"for+30,-40 p.s.f.and Evaluation Reports 7'-2"for+70,-80 p.s.f.for panels mounted without"H"header. FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING 17- See sheet 4 of installation drawing for other spans and 095 PRODUCT EVALUATION REPORT.PDF pressures.Valid only for wind zones 1,2&3 as defined by ASTM Created by Independent Third Party:Yes E-1996. 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by Drawing Number 17-098 tracks to provide hurricane protection. 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:Yes 098 CLEAR BERTHA STORM PANEL 2.25.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 10'-0"for+28,-28 p.s.f. Evaluation Reports A.S.D.and 4'-0"for+105,-110 p.s.f.A.S.D desgin load.See FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING 17- https://floridabuilding.org/pr/pr app_dtl.espx?param=wGEVXQwtDgsxYleb4opODf-/EcLXlecJx4yFEE18fMCsutultDWU4Tg%3d%3d 2/3 • • 'GENERAL•NOTES: 1..STORM PANEL SHOWN ON THIS PRODUCT EVALUA1ON DOCUMENT(P.90.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE,.' NOTES.• _ , WITH THE 2017(6th:EDITION)OF THE FLORIDA BUILDING CODE.THIS STORM PANEL SHALL,4101 BE INSTALLED AT HIGH'VELOCITY 91)'MINIMUM EMBEDMENT OF TAPCON ELCO PANELMATE,'AND•CF TAP-GRIP.ANCHORS•INTO CONCRETE BLOCK- . .. HURRICANE-ZONES'.(MIAMI-RADE/BROWARD COUNTIES). • ' ' UNIT•SHALL.BE.1. 1/4•'9 3/8"FOR ZAMAC NAIUN ANCHORS AND.I.1/B'FOR RED HEAD.DYNABOLT.'SL£EVE ANCHORS SHALL.BE DETERMINED AS PER SECTION 7609 OF THE ABOVE'MENTIONEW CODE, . 9.2) 7/87 GALK-IN ANCHORS SHALL..BE ENTIRELY EMBEDDED INTO THE"CONCRETE BLOCK UNIT.NO EMBEDMENT INTO STUCCO DESIGN WIND LOADS FOR A WIND,SPEED AS REQUIRED BY THE-JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND: - SHALL-8E PERMt7TED. 7/4'0.20 SCREWS USED'SHALL.-BE-1 1/2".LONG MINIMUM SHOULD.STUCCO 4:TIST AND 1- •FOR A•DIREC770NALBY FACTOR Kit-0.85. USING ASCE 7-10"FOR INSTALLATIONS'UNDER.2017 FEC AND SHALL 'MINIMUM FOR'WALLS:WITH NO"STUCCO., • ISI NOT EXCEED..THE MAXIMUM(A.SO.)DESIGN•PRESSURE RATINGS INDICATED.ti SHEETS 5 THRU•9r• .."- • - IN-ORDEW••TO:VERIFY THE.ABOVE.CONDITION, ULTIMATE DESIGN WIND LOADS-DETERMINED PER ASCE;7110 6.3)MINIMUM EMBEOMENTOF 1/4 0 x 3/4':ALL PO/NTS,SOUR-SET ANCHORS SHALL BE 7/6'INTO THE CONCRETE:BLOCK...NO SHALL'BE'FiRST REDUCED TO A.S.D.DESIGN' WIND. LOADS BY"MULTIPLYING THEM BY G6-IN ORDER"TO EMBEDMENT INTO STUCCO SHALL'BE PERMITTED. 1/4'.b-20 SS. MACHINE SCREW USED SHALL-BE 1 1/2"•LONG- " TO COMPARE THESE.+W/MAX. (4.SA).DESIGN,PRESSURE.RATINGS INDICATED ON. SHEETS 5 THRU,;9. MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER,TO VERIFY:THAT COMPONENTS"AND ANCHORS'ON THIS RED.AS TESTED WERE NOT OVER.STRESSED,,A x'33r INCREASE B.4)IN CASE THAT PRECAST-STONE.0 PRECAST CONCRETE PANELS REFOUND ON THE EXISTING WALL,ANCHORS:SHALL IN"ALLOWABLE STRESS•FOR WIND;LOADS WAS NOT USED.IN:THEIR ANALYSIS.A',DURATION,FACTOR,CO=,1.60..WAS•USED FOR ' • LONG ENOUGH TO'RE.ACH THE MAIN STRUCTURE BEHIND!SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES.IN .VERIFICATION OF FASTENERS'IN WOOD:_ ' ' - .. •8.1)AND.92).:ABOVE` STORM PANEL'S ADEQUACY.FOR IMPACT,A•ND FATIGUE RESISTANCE/445 BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609,1.2 OF. (C)ANCHORS SHALL REINSTALLED FOLLOWING ALL OF THE•RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S THE ABOVE MENTIONED CODE. AS PER.AR REPORTS,f 0121.01-98R,#0329.01-00 '0525.01-00"AND"#0512.01-03;AND, MANUFACTURER.' • - '" • ' #0617.02-04.AS PER IMPACT TESTING.:EQUIVALENT TO'ASTM;E-1996 STANDARD&ASTM R336,-02 STANDARD,.LIMITED T0' ". • INSTALLATIONS WITHIN WIND ZONES.1,2&3 AS DEFINED'By ASTM E-1996^STANDARD::AND#0221.01-01 PER-TAS 231,202" -i'',20.3. - 7.•PANELS MAY ALSO-BE INSTALLED HORIZONTALLY'FOLLOWING INSTALLATION DETAILS:SHOWN ON SECTIONS l'7HRU'8(SHEET 3&•4 OF, 2.ALL ALUMINUM SHEET'.METAL PANELS,SHALL HAVE 5052-14.32 OR 3004-H34 ALLOY. ' 9). EXCEPT:THAT HEADERS 3,'-4'&'5:SHALL.NOT BE USED " 3 ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSO RATION 6063-T6•ALLOY'&TEMPER UNLESS,OTHERWISE NOTED. e:IT'51/ALL BE THE RESPONSIBILITY OF THE,CONTRACTOR To VERIFY SHE SOUNDNESS'OF THE- STRUCTURE WHERE:SHUTTER IS'TO:BE. STORM PANEL COMPONENTS 74 STUDDED•PLATE AND 75 SNIP.CAP ARE PATENT.PENDING: "ATTACHED TO.INSURE.PROPER,ANCHORAGE Tits SHUtHph'.SHALL ONLY'BE ATTACHED TO CONCRETE,•MOCKORWOOD FRAME BUILDINGS. '" ' 4.ALL'SCREWS TO BE STAINLESS STEEL 304 0R 376 AISI,SERIES•OR CORROSION RESISTANT COATED'CARBON STEEL AS•PER DIN - " -' 50078 W/50 kM YIELD STRENGTH AND 90 ksi.TENSILE STRENGTH&SHALL COMPLY W/FLORIDA:BUILDING CODE SECTION ' 9=,THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE :BUILDING TO PREVENT WIND/RAIN INTRUSION. AND SEAL-SHUTTER TRACKS.ALL'AROUND FULL'LENGTH. 5.'BOLTS TO BE.ASTM A-J07 GALVANIZED STEEL.OR AISI 304 SERIES STAINLESS STEEL, WITH-35;ks•MINIMUM.YIELD STRENGTH," Y0. '(D) THIS.RED..PREPARED BY THIS'ENGINEER.IS GENERIC AND DOES NOT PROVIDE INFORMATION-FOR A SITE SPECIFIC PROJECT;i.e. - - 'WHERE-THE SITE CONDITIONS DEVIATE:FROM.THE-P.ED.. "" 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (5) •CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,'PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF'MIS PRODUCT; (A)TO•EXI/STTNG POURED CONCRETEBASED ON.THIS RED. PROVIDED HE/SHE DOES NOT DEVIATE'FROM'THE:CONDiTIONS DETAILED ON THIS;DOCUMENT.,' TAPCON` ANCHORS AS MANUFACTURED.•BY I.T.W. BUILDER.' •GONSTRUC770N;SAFETY AT SITEISTHE CONTRACTOR'S RESPONSIBILITY ▪ 1/4"-0 - 1/4'0'CF TAP-GRIP-ANCHORS-MARTHA STUD-CON).AS MANUFACTURED:,BY'TRU-FAST CORPORA1)O/l. (c) THIS-FED.WILL BE.CONSIDERED-INVALID.IF'ALTERED BY ANY MEANS." .. .- 1/4'0 ZAMAC NAILIN ANCHORS-AS MANUFACTURED BY-POWER FASTENERS•INC.' -' ▪ 1/4'0 it 7/B"CALX-INANCHORS OR ELCO male&female PANELMAIE`AS MANUFACTURED. (d)SITE SPECIFIC PROJECTS SHALL'BE'PREPARED BY"A:FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE • BY POWER FASTENERS."INC.AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. • ENGINEER:OF.RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE.PROPER.USE OF THE P.E.O. - V4-0.x 3/4"'ALL:POINTS SOLID-SET AS DISTRIBUTED_BY ALL POINTS"SCREW."BOLT&•SPECIALTY COMPANY. `ENGINEER OF RECORD,ACTING A'ASDELEGATED ENGINEER TO THE P.EO.ENGINEER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC ORAWINGS'•.FOR•REVIEW. ' ' NOTES: ,, :: (e)THIS'PIED:Sr...," ,BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL.ENGINEER OF RECORD THAT A.1).MINIMUM'EMBEDMENT;INTO POURED CONCRETE'CF TAPCON ANCHORS IS I 3/4' FOR.°ZAMAC NAILIN•ANCHORS IS 1 3/5"; _ PREPARED IT 'FOR ELCO PMIELMATE.ANCHORS IS 1'.3/4".AND FOR';CF TAP=GRIP ANCHORS IS'r I/4 ' A.2 7/8"'CALK-tI•!ANCHORS• SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO,EMBEDMENT'INTO STUCCO 11.-SHUTTER'MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAAON AT STORM"PANEL IN ACCORDANCE WITH. • - 'SECTION 1709.9.3'OF,FLORIDA-..BUILDING CODE,ONE LABEL'SHALL BE PLACED FOR:EVERY OPENING. SHALL BE PERMR7ED. 1/4;B-2O SCREWS�USED•SHALL'BE 1 1/2";LONG'-MIN/MUM SHOULD•STUCCO-EXIST AND I" .LABELING:TO,COMPLY WITH SECTION'1709.9.2 OF THE'FLORIDA'BUILDING.CODE. MINIMUM FOR:WALLS WITH NO STUCCO. •, , A.3)MINIMUM EM• BEDMENT OF 1/4"0 x 3/4"-ALL POINTS SOLID-SET ANCHORS SHALL BE-"7/8"INTO THE POURED CONCRETE. NO EMBEDMENT'INTO STUCCO:SHALL.BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL.BE 1 1/2"LONG • „MINIMUM SHOULD STUCCO.-,EXIST,.AND T"'MINIMUM"FOR WALLS WITH NO STUCCO, A.4)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PAt4ELS, OR PAVERS.FIE'FOUND'ON;THE.EXISTING WALL OR,FLOOR. ANCHORS SHALL'BE LONG ENOUGH TO.REACH THE-MAIN STRUCTURE BEHIND.SUCH'PANELS,:ANCHORAGE SHALL BE'AS 'f�y:04 0 s " INl71CATED ON NOES A l)&,021 ABOVE" - 11 t,�4 ' T/j, r.'•, THIS DRAWING SHALL ONLY 8E°USED T0. (B) -01/4"0 TAPCONANCHO•RS AS MANUFACTURER,BY'GZW. BUILDER. : :.,. '�\�ty'1��, '�'••,✓ - .. -. ..- --- . . _ \jCENS • - '- 1/4 a,CF TAP-RIPANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY•TRU-FAST CORPORATION. ,w. OBTAIN PERMITS IN'THE STATE OF FLORIDA. • No..44167. - 1/4"0 ZAMAC.NA/LIN ANCHORs•AS MANUFACTURED BY POWER,FASTENERS INC: - 1/4"0 ii 7/8'CALK-IN ANCHORS OR ELCO.mote&leihole PANELMATE"AS MANUFACTURED, 11(11111t1' ,�t'�-•:." BY POWER FASTENERS, INC.AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY.. L' 0 . y tyre:' . 1/4"01x 3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED'BY ALL POINTS'SORE,,BOL•T&.SPECIALTY COMPANY , .• r .t:�aFP' .,_ • FLORIDA BUILDING-CODE•(Non High:Velocity NuTHOORO"ZOne) - 1/4"•0 RED HEaD prxABDLT SLEEVE ANCHORS As MANUFACTURED BY Lr.w.'aOiDEx. �::� ', 1f1� " G2017 RUECO,Ike,. 0.050"BERTHA ALUMINUM`STORM PANEL •Le• • t0l1i�i1 a7'' (2.2 DEEP) DRAWN BY: "ii/�/I/i//�Fg O7%26/t7.• / /M EASTERN METAL SUPPLY, INC 64 •I.I I.I E C 0'IN Q..` . 4266 WEST ROADS aim- TILL7T TESTING&ENGINEERING COMPANY' WEST PALit 6EtCN..FL JJ407 17-696 ENS N.W.gain St:STI..355.605•x0 50050 a 33109 PHONI.l(567)209-8263..''FAL:(561)641-1776• , . -INN,:(:55.373-1530.Fa,a(dWISF,,I311 amllTat• -see 461w our DRAWMS No., • -E9-0006719 ax' . • WALTER A..77LLIT Jr.PF: - -. FLORIDA Lie- 44167 .5u.r: ;ro/ae/n. a SHEET I"OF 74 Y 14.845".05TAL WIN j.2 i ii . • ,..,-Max_ 2,560' , 2560'. 8.545'(TOTAL W1DPI) 1--2.560- _- I R.250' "2.0er(EfECTIVE.11107H) 1 ••• 1-6.007'(EFFECTILE 7/10171)--1 - 1.500' .500,. . 7.500e • tsar tsar ( - , 1 I R125 + :14 _.1._ A...1...t_r 4.500' -r L____7 lia a•,,,,,,...rok..) MIR 4.500- 7.50°' NM 12 A s APReARE(Teti Lilnall 55 F4125' asso• m. 725'. . , .125' . 0250' Jar I j ...t' O t , d ' . 2 V ,.:::,' i d ‘It ...: ...1 Ass" . ksoce 'IR , TN. I ,.; I ::4.,Q. ;..1 125- ,.. I ,-1 • I ' I 075' 075" •- 4 I-2.12.5"-1.---3.891- I 2.220'-I 1-2.12r-I . la. 11 1 .075 1 z 1 23i0" 1 ;MI R• -1( . .I 26E11' 0 FULL ALUMINUM PANEL W/HEMMED EDGES &HALF ALUMINUM PANEL W/HEMMED EDGES 1--zsAi. 1 1 2.340' TUU R. (2) "U" HEADER 2.681' 2.567 50870 15,115'Ooze mono arts'MX 570771) 0 "h" HEADER (:) 3" Max. -u- BUILD OUT I 12000'(ara,T7VE 1110114) I 10.000: 0v 31000-1 sou.•WA'-t" WALE:JAI...t. .190.11' 1.505' 1,500 0 4200` • 4.500' L5'4. 4.500- 1.500' .274' @ AS APPUTAFRE Trea ..... Ell -um a,A5 APPucaLE(70,) NMI r* . •B Ili i . i :0 . :i ':R k § • •• '.! .188 ,41 1, ... .374 T.2 ,so Zi b . d lei k kb" -.7'4.095' , 50:.}........ ...._.. ... ,..., ,t, kre7=a,.......7.", '' ,,t;1.2 6.. 1...0.0621 N • .1 11 " , •" .-.- T*1 I2 1 1-2.12.5."-1---.7.891' 1 2.12.5"--1 1--2.1125'-.1 `1, •' -H.-200 .., 0 REVERSED ANGLE .090' I .093" 0 FULL ALUMINUM'PANELW/0 HEMMED EDGES ObIALF.ALIIMINLIM PANEL W/O HEMMED EDGES, -Jar - TRACK ....,..44...E. (1)STORM PANEL' . Q.6)--s 3"ANGLE BUILD OUT .rar Ir 4,,, -.1 h06.r. "F" TRACK "F" TRACK I '1.-14.. BRACKET so ,3/a.-7--I 1-.0945045:IA'.t" SCALE,as'.e" .465E -AIN , • 4 150(310 700(311)) L- iij .725' AUE.H0F 42$ e o a"OA ti' ' 4 LW WrAtt0;.-\_. .093' cL't i ./ Aurssor I r IQ , II 4 II IIE k ii .#1111111, () d Ag 0 - ._____.4.3: LEG LOGArav-\ 2.000' asp- R125" . 1 t11 § .x.1='... . .4 . -0:"--1 1*--1- I ® "F"TRACK ANGLE 2.00 . 121 AM' g fall . _.i. C. _.„,„„.._,,,,.._.„, _„„,.... ...„„,. 1 .875' a .14111 1 1-1- 1 s000• I -i-.050'OR.060' k 0' • es...as4R...SERIES 10 (+Asa Id 11 r x 5" (Max.) x .125*ANGLE ANGLE 0 SPACINGS ' 0 2"x5"(MAX.)x1/8" DETAIL 1: '57110 3/01C CAST ZINC 711 EDGE 07(1) Lori or(D 57068 00=row. ANGLE WITH STUD NICKEL p7e7E0 WINO Nur OPTION -r 1. OPTION"2 11-* - SCAM /4" @,1' • KEY HOLE AT PANEL ,r.$17' 1750 7/4•0 304 • .27" STIES a S. .786' /-11,344. 4 0 0 A"2-r.Ur' 666T--- o Is'o.c. LI DETNL 1 "Ggr MP .* Ira 18.1•; el , Attune,: e'tgr. M0AT/a"`Es1 '7..., .h- ._ .281 .813T ,--- " 2.000' Rg n d 1 I-1- I 2.760 .03. - \ 707(311)) .9e 717; 2.ma- I •R jar0 STUDDED ANGLE 01.828' 1 - .070 . 6,16..F-75 Aten.Attar I - An' 30. .062' 4..•r•••..4'1,7/.4.-1" (21 5/16'HOLES ,J,... 1, AT 8017VM UNE FOR 1/41.-2041- sgR.EdE,4,CHINE• 1 -vgffti062- 0" fk -- fffffffff ,„...,"375.- . ISO.0,0. . y , nv. @ STUDDED PIAT4 4,Nt* e,,,•'tENa?„*... Nyer_se , sem-re Auor 4 .: v • c **.• '''''''' @ KEY HOLE WASHER 3102-405.Run 21117r 3/e•. ' (9 ROUND HOLE.AT PANES (OPTION TO 12) 1 "-- t. •: . 81 i*1 . FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) J/18--11- -1 ..... ' .4T T '.4 ....,V ,i.4,910P fd,t 02077 17L1ECO.INC. 0.050"HERTHA ALUMINUM STORM- PANEL i.e. 1. :24: 7-_ (2.25"DEEP) 07/2:77 am, \ EASTERN' METAL SUPPLY,, INC. cA4m ' Vz„ten f•f.......•.._,,0,„, / IlLiEe __ %., INC. 4268 m-sr ROADS War ( )3/16"x7"x14''LONG WALL PLATE e.;..„810NA0-‘'11°' T1LUT TESTING e ENGINEERING COMPANY Ayr PAU,8DICH.FL 53407 PHONE 060209-826Z FAT,(560841-1716 17-096 7073 1/''.I' . 9'02,./211201.°° 700 ..i5 6 t4 77 79I.7,Terd=A i - E6-81308219 2ix No ass2nar UM sre.ma trasracre aur OWING Na . WALTER A.RUH Jr.P.E , DID r2,I12 D7/28/11. 2 . . - FLORIDA Lie 17 44167. , , .. sn'ET 74 OF 14 . -TOP,TRACK (SEE COMPONENTS.SHEET IA OF 9) CONCPttt ANCHORS (SEE SCHEDULE) _- _.- i Mina 1 Mn. O 0 0 1 1 1 1IIII_'r'_ t-�'--. 111 ' III MI t ! Ili � ..'_T, J i. li lilt rn. ti A ����_ -fy —'-4 4. III 4.1 cn 0 Lu rep. 2 W co"c67 '47 (5J 1, h b z II wr y#. y 044.c,ENSF ' ' 1—M x.:.(. 'CONCRt tt.ANCHORS(SEF SCHEDULE),. I M x.� %....'..RO A r�,44 ' ,` 1 Mia: 1 Atte. .. e--40.,,,,,,,00- STORM l!. .*".v ���' --BOTTOM TRACK S1.,,, q"t`jr� STORM PANEL. TYPICAL 'ELEVATION (SEE COMPONENTS, SHEET 1A) SCALE: 1/a'= 1" •-� 1-1/4"Max. GAP 0 1/4"Max. GAP.-1 -- f \ ,/\ C7-‘__JI • f'` BUILDINGCODE (Non High Velocity Hurricane.Zone) sIN 02017.IILTECO,INC. 0.050' BERTHA.ALUMINUM STORM PANEL Lc. (2.25"DEEP) DRAM a. e 6/07/217EASTERN METAL SUPPLY INCa,r.SECTIONA-A �ILI0 . 1266 WEST ROADS ORF j EC �NC \ • TWA'TESRNO$'£NCIN£ERJNO COMPANY WEST Pmt 6FApt,fL N 2' 7 17-096 SCALE: 1/8" 1" ass Phone 1(Ssrt.,,sm...w.0=0 c55'S-n.2166 MIME'(561)208-826A FAX:(667)841-1716 PM+>1(30N4n-1530.fn.:Coonan-an srmnly 1wX 'm:.r - ma OR7WlNG'Na E8-00087!4 _m:x. =germ WALTER A.11LLIT Jr.PE I _ ao,u-6w fr/te/17 6 - SFlEET 2 OF 14. FLORIDA Lm..1 44167 >�.. • 7APCONS:MAC HAWN..RED HEAD _ _ .. .. _ .. __ _ _ 7APCON9-SMUG NNDN..AED __ • wows.TARO AWUR RED-READ _ _ _ __—� _ ,DIKABOL7,CF 0 RMJ/P 07 804 oR TAAG57N.ETCO Ater./ ALL POINT SOLID-SET LAGIE/F2>AA-PAiJE7A6{tE OR o EfNAt-N . �+COAL O OTNABOLT CP TAP-C✓tE� ANCHORS fENRL.E RANEIMOTE / 7AMAC ALNlIN RED HEAD DYFNdOLT,: ANCHORS' of OR / ' (SEF SCHEDULE FORSPAC/NG) , ." ECr L.CD TAP-GRIP. CALK-EY OR F;ANELMA7E ��• (SEE SCHEDULE FDR SPACING) /"�,'a)Coot. .SCX£QUiE'FOR.SPACINGI [ �� .. CO1rL. ANCHORS,(SEE SCHEDULE FOR SPACING) I • • / I •.. - � • I .. CONCRETE AC :. RETE ' O . POURED • CONC CONCRETE • i'.r�l C--. 3'� POURED ,\.. ! I ,jam 'POURED \ I.. t,. CONCRETE REQUIRED "p REOU/REO .'o \. k REQUIRED W !.. o 1 ` t �y REQUIRED i��• $ ( ?.i `1 .;` :.F ry �:. „���•. t3 •1'MINIMUM p '�.. `` � 6.. 1'MINIMUM:. I 1'A ,•MlNIMUM. SEPARATION 7D 1 I ! ' a C I IN SEPARATION TO ! J� SEPARA110W 7D• "I . GLASS. iCi 1'MIN/MUM GLASS -L/ .GLASS ak' 1 . SEPARATION`TO 'I `�' 1 I. .' { ': N GLASS. .1 I• it .�. W- .j - ' y "i -o a� 1 . .BOLTS W/'7/8 x "14 I I �.: 332•W/NQ.NUI Ii 0- 1/4'0-20 x.3/4•. -I _ „I 7 8'z 3[32','WING NUT --Q. g 2 O.G / .. '. W/7/B x• I d4 12.0.C. ® '`.L.- ,, I 3/332"WING NUT 0' II f� : / t2 P.G f 4.. ///r r/f/ Q_Ccnt--\ 11' I" '' • POURED ti i j ! POURfO I / H" . - ".bs I I i. // $ ,• �' ll OR CONCRETE :Lu ,o CONCRETE 1,1^ - ( POURED _J fI. /- - ".POURED'-f W / y . BLOCK WALL' -OR CONCRETE r P. ' CONCRETE A.,, ,,---i- I I CONCRETE Kz I udu I S"� , BLOCK WALL _fREgU/RfU0,4CONCRETE y%j_ REgUtRED , _� I KEW GCS �C.7"�: , r z • {1 Co t BLOCK WALL " TADJlJ _ Canf,. 1"N'n. REOU/REO O. REowrrEn o !/ h2q'M."5. I 7A=GtiNS ALL.PoRTT SOLN SET: Me! •TAPCGNS;ZAALAC NA4.R;RED HEAD o. I, I !/ W/,NUT 1®t2'O,;C, RAMC NNLAV RED HEAD DYNABOLT. DYNABOLT,CF TAP-GRIP CALK-P7 OR' § OTNeBOs,ZCF TA S w IN OR / Cr.TAP-GRP CALK-IN OR O CORS ANCN7 RSA FUDGE PANEfJNTE. :pm...2m:: NNUN,FED NE1D-ELt1]MtE,/f'Ft41E'FATLE2AM7E' `—' fLCO.AGIF/fTM6fF PANELILATF / O ., , Conk..II ANCHORS(SEE SCHEDLOETOR XACNG) (SEE P�Cd21P, 47c-JN �.SCNWtRE FOR SP,AC/N. IAIE"FA ,MAT.(sE£SGHEDULE.FOR^sPACnyo); FOR SPOONS) SECTION m ANCHOR WALL MOUNTING INSTALLATION .BUILD OUT INSTALLATION' . BUILD OUT INSTALLATION SECTION 2 ' sr l;E:3/8.. 1:: SECTION 3 scALE::3/B'= r• SECTION 4 SCALE:3/BT= t•• /IEiEIIIIiUir, . . 1'MINIMUM:, . :{ C e•.'..17 1 I •• y .SEPARA TO I :. ! .E..D EDE DISTANCE' � • "..• 7''''3/32".NG"MIT .. V (SEE SCHEDULE ON .SHEE7S 5-0-7.1' ♦, 146.44 V7 _r . ej 'FINISHED WALLmilk * *\ b (W/S7CC0).. _ $. 41 ,E "'I : / 4''b-20 z 3.4• NOTE FOR COMBINATION'OF SECTIONS4,,,-.4.--;',........y •••••-}f!0 d I 75 W/7/8 x - / POURED E 'S .1 3/32 KING:NUT® WALL/FLOOR/CERMG,MOUNTING SEC7/0N5 CAN BE, ' "40.NAL tit POURED �/ II' I r .. OR CONGRET£ • I 12 O.. COMBINED MANY WAY TO'SUIT ANY"INSTALLATION. - - - - ' --" Elq111 1 CQNCRETE "4:I^ .1.. BLOCK. WALL O1■ - -'--.. .—"-""---'— 'OR'CONCRETE I A REQUIRED �I . .. . ��� . :. .3 ti 'REQUIRED I� . E. '(I COOL. ZIRCONS 2Atl4C SLOW RED HFAD-+ 1 . ` • .. Doom,:CF TAP-CMP,.CALK-IN OR 4 ;� la RSMALE/f'.3"!•'•p,.NaMATE. I 21_ConL" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone). .SECTION S)S UD• (SEE SCHEDULE FOR SPACING). 02077 TIG7ECD,INC. - 0.050"•BERTH ALU MIND MSTORM-PANE[._ .. LC. • . .. 2.2 ""-0 EP) ORAWN:BY:. WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION 07/2s/r7 EASTERN METAL,SUPPLY, INC DA/E:: ,, SECTION 1- ...614.:.T/8•=.l= SECTION 2A SCALE:3/B•+ T / ,�I L'E'C Q INC. • 4268 WEST ROADS DRIVE'.ENGINEERING - T2LN"TESTING•d:. ;-COMPANY WEST PALM SEAM FL.33407 NOTC I DETAIL OF SECTION�0 STUD VALID.'ALSO FOR ¢au x.w,a6u.m,ra..wx"mow CV AN-•n 11166 PHONE'(561)209-826)FAX,..f561)841-1776 I7-096, F.—.,(SMSA-l63O,r-•,004011-#0, a voir urt.-m.w -.... annwr En: •:WALL MOUNTINGS INSTALLATION-SECTION 2(TOP) 'WALTER EB 71WT.8 'QP:'w ' WLA:nLLlr✓r.•P,E , '.an I,..4u m/leCd.. 4' .. .. .. - SHEET J"'OF 74`, 1 • -- LM'S LUNG NOUN` TAPOONS CALK-W oR ILEO MALE rAPCONS'cALK--W oR•QCO HALE/ 418.0 WING.Nur ONLY IAPLONs CF rLUNG CALK-1N- Cool. fDMRE PANELANTE ANCHORS FEMALE PANFGgtr ANCHORS' \ AFPUCABLE AT OR QCO AOLS/FEMME (SEI:SCHEDIRE'FOR SPAcwo,) E A . (SEESCHEDULE FOR SPACING) E.D. f/4 0 20 S.S:MACHINE \ MALE PANECMAlE(f}'P.) PANEWATE ANCHORS BOLT W/.NUT�&WASHER —E D. ,A ( )EDLIlE EOR ' ®!T O G �R I I ciurELCO-IN, SCUD-SET OR MAL%FEMALE PANQM4TE ANCHORS.r _�S I Nn. POURED CONCRETE I I I,I' I I �,,_",�_ § 'REQUIRED ! POURED CONCRETE (SEE SCHEDULE FOR SPACING)' :•-o 1'[ REQUIRED �' r .I ii1 �� POURED _ CONCRETE POURED REDU/RED P Fh e PH ^� CONCRETEQOR CONCRETE U`�'• N £C LOCATION 9P. IBLOCK WALL. 5 p Cont. �i317 I REQU/REO—Q ®•Cont: �'Corr. U : Armour.'I ,I/4•'a-2D o J/4. ,. 0 e 1"MINIMUM e 1"MINIMUM ! -8 .f/J2 WIBOLTS NG NGT O �I I 'SEPARATION TO . N .SEPARATION TO ---(1) ���� x 12 O.C. 'Pu• }'MINIMUM :GLASS CLASS I—lJ y { I - x SEPARATION TO ' I N` ( N I I 1'.MINIMUM I '� CLASS 1 I �, 0 I .2 SEPARATION TO ( N 1 U GLASS I 1 1 1 1 —0 1/4'0=2e x..1.14- '1 ' 4 I - I 4 BOLTS W/,7/8 .1 I I. ,0, o L 4 0 .' 4 4. 3/32*WING WING Nall'M ALTERNATE' '72' .C.. E' E ' I �' I . LEG LOL'ATION. Cont I1,' 1 I 1/4.0-20 x Jr'4 ..! fil 0 E_ Y!B'i JIJT•-RE74G. BOLTS W/7/8 x 7// r / [ It,: _ . NL1r® I2•o, c. P / / '4 I I J/J2 W/NC NUT.®p72"0.G rI, POURED ----' ePOURED >a _ II, I 4{I10 RN RETE W CONCRETE W11.10,_..L_ O Cont r 'BLOCK WALL J OR CONCRETE.OCK WALL 1 `A"!(�^�� -• RLI7UIR£D REQUIRED C__ t / // .( I<�( 1 / ' / • I• Pr/ /I _,.../7" R !`Min:— ' 'LdLi3 � • CALK-JN,Ott POINTS�SOLIO-5£T ON i •� POURED CONCRETE I .POURED CONCRETE I" I' (LCD MALE/FEMALE PANELMATE ANCHORS vi, REQUIRED' 'I I REQUITED I I.. - (SEE SCHEDULE FOR SPACING)" TOWNS,,,AC+soak RED HEAD J/4"0-20 S.S.MACHINE COLE-LTS(BLOCK-ONL.1),Cl;TAP-00', BOLT N/NUT&WASHER TAPCON$CAG'-1N OR QCO L/AIFf • TAPCONE GLN-IN OR QCO'INEZ./ CALK-IN OR QCA AMIE/MALE L'O12.0.C. EAOIE.PANELXATE ANCHORS E.0. ' (SEE 'PANETA FO SPACIN E.0. P.WEU,tAf£ANCHORS (SEE SCHEDULE FOR SPACING) (SEE SCHEDULE FOR SPACING) (SEE SCHEDULE FOR SPACRC) {� Cont.O - BUILD OUT INSTALLATION CEILING.& FLOOR MOUNTING CEILING.& FLOOR MOUNTING WALL MOUNTING INSTALLATION D. Al): – SECTION 5 _SCALE:JAI'= I• INSTALLATION SECTION 6 INSTALLATION – SECTION 7• - SECTION 8 • SCALE d sib-0 1- SCALE.:3/B•- I-' SCALE r 01 3/9"s pi iifi.,A:• �. yyy :,olio{, r �" j _ •'SCREOL USED©ANCHORS MAY BE I/4"0-20 SIDE 0 V` V tjQ WALK P1/ OR 1/40=20 TRUSS HEAD BOLT I'MINIMUM • y y1Q"'•,J EN e • W & SEPARATION TO -'�� GLASS -"^�, ' 1 ,. T. 'SIDE WALK BOLTS ARE-J/4'OXJ/J2TACK 0$A4 C _ S HERO-L4CHINE SCREW W/LENGTH AS PER NOTES A2 *, 1*\• &8.2(SHEET I). 1/4'0-20.x..1/4,' E.D.a EDGE DISTANCE. / f A�EOF .;_ •'TRUSS•HEAD BOLTS ARE 1/1�txt/B'THICK HEAD Cont. �' .BOLTS W/7/B 'SHElT GHdr 7)' �, • MACHINE SCREW W/LENGTH AS PER NOTES A.2&' I. J J2"WANG Nur0 -- {ILIO o. c. . e PCoR ' .'�wyyyy•. B• (SHEET - 2. 1) -. f/. -.-• / /• ' / / ��'ss�e�lEl1-Er dy 1.000 I - II NOTE FOR COMBINATION OF SECTIONS: 1i �I WALL/FLOOR/CELUNC MOUNTING SECTIONS CAN BE FLORIDA BUILD/HG CODE ' g Velocity ) TARCONs,CALK-IN OR ELCO'UAW E p,' 'COMBINED-IN ANY WAY 7-0'.SUIT ANY LNSTALLA770N. .. (Non HighHurricane ZQrie EEMALE PAND.SCHEDULE ANCHORS ;02017'DLIECO,IND 0.050"BERTHA ALUMINUM STORM PANEL 0.0. (SEE.SCHEDULE EOR SPACING) POURED CONCRETE--� .. . (2:25'DEEP). DRAWN BY.'. Fromm, OTf26/}7 FLOOR MOUNTING INSTALLATION EASTERN METAL_SUPPLY, INC Lir – SECTIOIN_ 5A SCALE:SA' I' 1. �IL�ECO INC.. D DRIVE 07 Taw TESTING&ENGINEERING COURANT WEST'PALM SEAM bats MR:MIA.M.,S}.,MS MGM CARO .A Imo PHONE•PS0209-8263;PAX(361)841-1716 I7-096 PAan:(504)871-1 SW.fiu:(345)9)I-r53: m.s =coo. OR an 0 ars o no• DM GRITTING No DLTt. WALTERR A,A TICId IT n'P.f. .FTOR/DA LAy444167 t. f .. ..• . POURED CONCRETE II II POURED CONCRETE OR CONCRETE BLOCK WALL VARIES 3"I CONCRETE BLOCK WALL REQUIRED Max, I REQUIRED _ II OR \ II ' 49 POURED CONCRETE \\ 2'x 3.,.093"3105 11-74 OR POURED 11 ti CONCRETE BLOCK 6053-T6 ALLOY Cant.Aim.ANGLE I 1r CONCRETE OR II ivALLREQUIREDWITH AND/ORE 0 72'0. C. CONCRETE BLOCK li II- ,.., CONCRETE 2.500' _2.500 m”, WALL REQUIRED \ ::: ANCHORS 2.500 lI 1..lil, :: 12'0.C. --N t-Afin. • ,"'= <If'VA CONCRETE Cn Pi a 1/4"GAP i 8 • O 11 ANCHORS yea .12"O.C. RIES 3' g 11 -------- i — L- Nax. ' 45, 1 e OR®OR® 1.000' 0 REQUIRED ALWAYS '' =1 f LO0 2.mo. \\ 4 OR ® 'li0" a ;'2;5':°557 „' , AL1V? 2'x 4'x.125' 1 OR OR® NATE LEG CATION 3105-H74 OR 6053-76 ALLOY = —_ .-- A., II OR C) Coot Alum ANGLE OR - Cont.Alum ANGLE ...=. SHEET METAL Num. I/4"0 BOLT 4'X 4'x.072' BENT PLATE 8 24"0.C. 3705-H74 OR 6063-T6 ALLOY W/JACKAIUT Cont.Alum.ANGLE CASEA (Plan)' . CASE B (Plan) CASE C (Plan) CASE D (Plan) END CLOSURES DETAILS SCALE: 1/4"= 1" MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" POURED CONCRETE OR CONCRETE trAcom: SCHEDULE FOR A GIVEN PANEL SYSTEM BLOCK WALL (CYPEN POSITION+) 1.50"X' REQUIRED . • . - POURED CONCRETE--\\ (RE0,0 OR CONCRETE'BLOCK TAPCON ANCHORS OR iflat- WALL REQUIRED - ALL POINT SOUD-SET40#01 ‘ MAXIMUM .Max._PANEL LENGTH (SEE SCHEDULE FOR SPACING);v0 \. i A.S.D.DESIGN L(AL) / +8121E7 sole cap®,To PRESSURE ITARND 67 to REMAIN CLOSED AT NON HURRICANE CONDITIONS g., • MC"nN°WIviz. ' WALL CONTi II) 'a'HEADER ) awo „pdag, . / ,: +30.0, 30.0 12'-11” 12-11" 12'-11" d tt 1:1 SEPARATION ,A +300, -55.0 12'-11" 12"-1.1 12'-'11f' _it'MINIMUM I r°MA°5 SEPARATION +35.0, -40.0 12'-0" 12*-0" 12'-0, ITO GLASS ' 0001011 WING NUT 0 #40.0, -45.0 11•-.2' 1I'-2" 11'-2" E.STUD it / 0 , . POURED h. 4 -mcon 45.o, .0 10'-7' 10.-4" 10'-7" ,., CONCRE7F°R:// CASE E (Plan) i11110 CONCRETEmt L 11111110:- az . +50.0, -55.0 10'-0' 9=4" 10'-0- //IA II - REavial, rk,CONT sc :A- 7* . POURED CONCRETE /,ar• -v1 saTION 0= STUD Wd(°"`i Pc'sifiQN 4') " OR CONCRETE BLOCK AP" . +55.0, -.60.0 9-7 1r-6 9,- "7WALL REQUIRED ,I1 TYP. TOP/BOTTOM _ +pa0, -65.0 -9'-2" 7-9" 9'-2" TAPCON ANCHORS OR 00,001/1.744. ALL Karr SOLID-SL7' (E)com (SEE SCHEDULE FOR SPACING) (OPEN POSMOIV'el ?N.TILLip-'--,-... 4-65.0. -70.0 8'-9' 7'-2" 8'-9" 0 ...•••''•'•.... V00 11z, WALL MOUNTING INSTALL4T ..e' t•EfiSt +70.0, -75.0 8.-6" 6'-8" 5.'4' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SECTION 9 '!...,4 : HO.44167 % „...i , .... : ., w.4, 02017 TILIECO,INC. 0.050"BERTHA ALUMINUM STORM PANEL Le +75.0, -80.0 8.-2" 6,-3" Ir-2" SCALE 7 3/8"=. 1- . : * : , (2.25"DEEP) :ICI DRAWN OD 1, 1E-OF T NOTE:MINIMUM PANEL LENGTH IS 3'--0". 07/24/17 Wt'd9 r...ip..":," 0,4IL 1 E C 0 \ EASTERN METAL SUPPLY., INC am INC. 4268 war ROADS ORM' •.' $j At .."4.%sgr TESTING A ENGINEERING COMPANY WEST P'- BEACH FL 53407 '..--.....,,,, AA.,7077,- '', am 26.6/.No.324 VIMIYA CAROM It.1.3,611 PHONE;(560209-8265 FAX:(561)841-1718 ' 17-096' =0:0)87ii=s-0`.•'''7,1;0'3.'"'-'531 .4 gerotrno4 um /MK/1. tozoonvo ma DRANNG No WALTER A.DU.IT 4-.P.& I as la+. /550/57 ' FLORIDA Lk.11 44167 a SHEET 5 OF 14 I,.. „.. nussc tmurE mdci7E6 ttEw tEo AnxtroR SPACNG MAXIMUM A.SD. DESIGN PRKSSURE RATING (p.s:f.) AND'CORRESPONDING MAXIMUM ANCHOR FOR A,GNEN ASD.DESIGN:LOAD AND PANEL LENGDL - - E.D. =EDGE DISTANCE HOWEVER L ON LOADPANEL at VER MR AG NEN SPACING SCHEDULE`.FOR INSTALLATIONS INTO CONCRETE AND .CONCRETE.BLOCK STRUCTURES *- ASD.ee ON SHEET 4., at YERYIED AS PER SCHEPUL£ON'SHEE7�. ., .. . .-..... _ .. MAXI . ' MAXIMUM ANCHORS SPACING FOR C'D.=3 1/2'" MAX/MUM. MAX7MUM.ANCHORS'.SPACING FOR:E.P.=3'1/5'... A.S.D. APPLICABLE TO WORN A.S.D. .- '. - APPLICABLE TO WW1 DESIGN 'TAPCONS. '2AAw0 NAfUN/ CAUL-.M. SOLID-SE?' PANELAAIES ' Cr TAP-CR/P SECT70N5.,(f Ec PANEL ' DESIGN TAPCONS. EDAMAC NAIDN/ �IN SPUD=SET PA EEALAhS CF TAP-GRIP SECTIONS,1 dr PANEL PRESSURE • REO la M71480LT ANX'COM6INANON LENGTH PRESSURE 'RED.HR DYNABOLT -. . _or COMBINATION LENGTH RATING' TO TD TP TO ifl, W Td' .70� iT1 Ttl' T0. 70. "OF THEIN: 1.'''(It RATING 70 771. ID- T0. "TO 10 IP 70 TP 'To... iD' to • OF THEM Y'(H.) "ail 00NCRFIE MA50NRY CONCRETE MASONRY CONCRETE M150NR- CONCRETE MASONRY CONCRETE MASONRY.CONCRETE MASONRY; , ( ' '4'-" CGNCRL7E MASONRY CONCRETE MASONRY CONCRETE MASONRY CONCRETE MASONRY CONCRETE MASOIIRY CONCRETE MASONRY 12" - f2.." -, ' 12 - - 12' 12" 1 (TOP) 12' - .r2"{+. _ 12'.:' - - 72 - -10' . - 1:(TOP) 12.! 'l0` 72'++ 72" ' 72' g' ' 12. . I2" 12 ' 12" 12" 10.i/2' 7.9+(BOTTOM) 12" 6' ', 12"+# 12" •72'. 5" 12` 12" 72' r2" II 1/2"..6 i/2" 1.B0:(eOT70M) 12' - 12-1- + - 12' 12'-. '12" 12' '12- - 72' - ' 2..9f(TOP) 12" 6' ` 77-'''''.. 72'' '12' 12" 12" 72' _ - 17 l/2". - 2, 9f(TOP) 12' 70' 12'++ 12' 12 . 8' -. - 72' 72' 12' ' 10.7/2' 2:(6OTTDM) - '.72'. 5' rz'+ 1z" 12• 5•. - -. '12' 12' 11 1/2' 6 1/2', 2(BOTTOM) 12" .70' 1.2.++ :72" 12' ' a' ' !2' rz.". .,12•. 10 1/2" 24(BOTTOM) 72" :6' t2.+4 t2' 12•-. 5- _ - - 7y' , 12' 1l 1/2'6.1/z' 24(607TOM).- . 72' - 11. 7/r _ 3:C 4 trop) OR 72". 10'. . 72++ l2' 12" ', '8". - - 12" 72` 12.' 10 1/2" '3.(60770M) OR OR 12" 6" 12'++' 12' ':12' , 5' - - 12' 12" 11 1/1' 6`7/2' .3'(BO7TOM) 310,-O' LESS 12' 10' 72'++ -72' ' 12' '8 ,- -. 12'. 12' 12' 70.1/2' 4'(BOTTOM), . 12' . 12-14 72'. ..- -- 72' . - .. 72 .-;'. 5(1OP)' 12' ' - 12'.:. i2.'' - . - 12" - 11 1/2° 5(TOP) f2'-t!' 72' 70"....,12'++ 72' 72'- `8' - -, 12' . l2' ;12• 10.7/2' 5(BOTTOM) 12" r 12-+* 42' '12", r' - - 72' 72' 77 712' 6 7/r 5.(80170M}.. 12' - 12'... - - 12"... .SPI f0" _ .10 - - - 12• 6(TOP) 12' - - '12' - - 72' -76-(80TTOM). 8' - - 8' - - -. .11' - - 6(BOTTOM) _ 5A(807TOM)' - - 5A(6OrroM) 77'. - - - 77- , - - + . - : 72' -. 7 P) - ,T _ - ,7• _ _ _ 9 1/2' 7.(70R) . II` -- . y. - ! - -- 12' 6' '12" ''12' Jr .". 12' - 8(roP/EOTTOM) 12" - i2" ,..- 72." '- -. - 72" "12' - 1(70P): + ONLY TAPOON ANCHORS,OR ALL POINT SOLID-SET ALLOWED.FOR MOUNTING SECTION 9. 12' ' a' 12'+1. 12' . 72' 6' 12.- 12' 12' 12' . 72' 8 7/2" 1,':9T'(807TOM) . ++ ANCHORS SPACING ONLY VALID FOR 2AMAC N4ILIN. . '72' - 12"++ 72" 12' 72' . '12' "12' . 12' - - '72'' .2.91-(TOP):- , 12' 8' 12' 12" ,i2" 6' - -' . 72' 12' 12' 8:1/2" 2,(80TTOM) • FOR SAN A7 0N5-FOR WC w S £8 BUILDINGS. OdeING s�' ,1 I'3, ' 12' 8'. !2• 12' 72' 6"` 72' 12' 72' 8 1/2 ,2A(807T0M). A#: MAXIMUMANC w SPACINGS ARE YALE?FOR.3'1/2'EDGE DISTANCE. \1\ t • ,." 10 4 t� to - ' FOR E.D.LESS THAN 3 1/2".REDUCE ANCHOR SPACING'BY \ 4*.e i !' '""' 435.0.-40.0 12' - .72'++ - 12' -. - :12'. , - '12' -. 3 5-4(TM MULI7PLYING SPACINGS SHOWN ON SCHEDULE BY TH1 FOLLOWING , - . • FACTORS'(MITT.E.D.FOR CALK-IN ANCHORS&ELCO OR 12' 8' 72++ 12" 12', 6"' - -. 12' 12' 12' 8 1/,2 3'(BOTTOM) >9'-0' PANELMATE IS 2 1/2,AND-3:7/2"FOR SOLiO-SET ANCHORS).. ;y TOI 75LESS- 12' 8''. 72 72" 12', 6" .. 72' 72' 12' 8 1/2 4. BoT7oM) - F++ ( 1 0.. .. FACTOR 40 4tiv6ire$- . 0 \\C 12."' - 72' - 12' - - .1r - 72" - 5 j t -. (TOP) AcruAt.E o. 7Aauc NaL1N 90,x.••`�ORiOP '►r 12"'- 8' 12' 72', 12' 6" 12" `. 12' 72" 8 1/2' 5(BOTTOM).; ' TARCON /OYN4BOLT CALX-IN SOLID-SET CF TAP-GRIP �pp •....S.'4,i - /PANEZMA7E5, _ yr L 'III.' 12 - _. - 12•' .' _ f2'..: _ - 6(TOP). 3"... - .86' ..75 .78 '1:00 10' - 10'' :- - 72' - ' •-. ,_ 6(60T7071) _ _ _ _ _ _ ' _ _ 5A(BOTTOM) 7(TOP) - ,2' 12"' - - 7(BOTTOM) -7 1/2' .35 _ , ,- - 72" 6' 12' . 12' 12" 72" - 8(TOP/BOTTOM) .. _ FLORIDA'BUILDING CODE (Non High Veioc ty Hurricane Zone)' 02017 10.1100;INC. ' •0.050"BERTHA ALUMINUM STORM PANEL Lt._ (2.25"DEEP) - DR4/159)7 oz/z0 1 L u /► EASTERN METAL SUPPLY, 1NC. a67 E C O I N C. .4268 WEST:ROADS'DANE' TAUT TESTING S ENGINEERING COMPANY WEST PALM BEACH_,�:33407, 17-096 6335Mw.36ct 5%335.IP":'-0450 11,,3)06 PHONE.'(567)209-6263..FA*.(561)841-1716 PAw5n (33501-ISTD..Fm.:(561877-ION 87:'w apaVmx- oo, m'.IC RSRslu/ L.A. 10240 $t13 R A TILL)!A DLUT Jr,P.1.. r ' 07O I6-aw ramps i' 3 SHEET 6':OF 14 - FLORfOA`Ue. . . . . ,.. . • _, . , .,. . . . .. TIOS SCHEDULE tRixa4TE9 REQUIRED AlicliOR sPAGING • . . ....„.„:...,,,,,,-...,...k.,, FOR A GIVEN Aar*.DESIGN.1.0.4)ANO,PANEL LENGTH.., MAXIMUM A.S.D..DESIGN PRESSURE RATIIVG (p.s.L) -AND CORRESPONDING-MAXIMUM ANCHOR' . - -- - HOWEVER MAXIMUT U PAYEE LENGTH FOR A WEN E. D. =,EDGE DISTANCE ___ ASD.DESIC14 LOAD MUST BE VERIFIED AS PERc SCHEDULE ON SHEET 4. " SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES * . . • ..., -.., -..... ,„, , -0 .', . . , . . . . • .. . . . . • a MAXIMUM „ MAXIMUM ANCHORS SPACING.'FOR 5..,12=j 7/2"..• ' . . MAXIMUM ANCHORS SPACING FORE.0.-3 7/2'" . AS.D. AMICABLE TO .744707175; • „BY.- . OE5,6m 1 Reg.traixf eAuc-4"4 svicio-SET .PANELATATE's Cl'. 'TAP-GRIP s pRESSURE onoNs#& PANEL , DESIGN iA,,,,,N., ' .zAmAo way/, uc-A, so . ., a„SET pANnA,4ITS CF p r4. :..:1""!;41;;Fciii,,pT51-4P.,.a*."A,usA,, TAPODF megyToT,..Teelow$ PRESSURE , . . RED HD..DYNAITOLT. „., .* 'CPUBW` .I.WRI.,'.; .. R4,TINS To To TO - 76 76 TO TIT 76 $0 Tv TO TO. OF REM 1.'(f1) 7.A.;.1.5 TO TO . TO 10- ..TO To '. TO To• Tot -IV - 70 ISA'. IP's4 CONCRETE MASONRY CONCRETE MASONRY CONCRETE MASONRY CONCRETE MASONRY CONCRETE MASONRY CONCRETE MASONRY ' • *-- CONCRETE MASONRY CONCRETE MASONRY.CONCRETE-MASONRY CONCRETE MASONRY CONCRETE MASONRY CONCRETE w i. Ir •••",' -,,. ..:,-... .' . ,.0 •+ . . 12 - 12' • - ' 12" , • - - 12' - 12' - I (TOP) • •fir - ' 7' - 9' - - (Ir - - _ 12' 6' If++ 72' 12" i' 72" 72' 12' 12' . '12' - r 7. 94180g4( j724) 72' 5' Ir.". if)" ' 12' 4'. 12' 12' 72' 9 1/2' • 9' s"-----'' .7.,-.6....5t."-9111 '' , - ++ 12* - 12' - 12' - 72' 12' 12' - 72" - 2.94(POP) _12' - ' 9'+4. - 72' - 12' If 12' - 9' - 2. 6+770P) 72' 6• Tr++ 72" 72' 5' ." - 12' 12' 12' 7"' 2(BOTTOM) 72" . 5" 71-++ 10" 12' 4- - ' - 72' 8 1/2" 9' 5* Z(BOTToM) . . 12' 6' • 12 12' 72' 5" - - 12" 12' 12' 7' PA(BOTTOM)- ' 72" 5' 11-## .10' 12- 4' - - 12" 9 1/2' 9" 5" 24(BOTTOM) >455.0 -400 12' - ' 12'4.1. - 12' - - - .12" - , 12' -,' .J&'4.(70p) le-b" .?+556,-666 72. - ..11if ,--- .• 12' - - 9' - 3&.41(10P) 8.-0" TO 12' 6' . 127;4* 12" 12' 5' - - if • 12" 12' 7' 3(BOTTOM) - OR TO 72' 5' TI"+÷ 10" 12" 4' .- - if 9 1/2' 9' ' 5' 3(BOTTOM) OR 44 t LESS; LESS 4.55.0.-600 12' 6' 12,.- 72" .12' •5' - - . 12' Is' 72' 7' 4.(80770M) ' +750,-800 12* 5' .IT 10" 12' 4' - - . 1.2' 9 1/2" 9' '5' 4(BOTTOM) .- 12' - - -. If , - - , 12" -. '12" - . 5(TOP) - - 12" 6' 72' 72' . .12' 5' - •- '. .12" ' , 1.2" . 12' 7" . 8(BOTTOM) • • •12' 5' 11' 10" ' 12' 4r - - • '.1-2' '1/2"- 9' 5"' •5(BOTTOM) . . _., 8" '7 ''- - 8' -' 7' -. 10 1/2' - 8" - - - - , . 6t'BOTTOM) - , - - 6(807TOM). 7' - . - . - - 70 7/2" .- - 5A.(BoTTOM) 7(TOP) • 5' - ' •• . - 5' - - I - 7' . 1/2' - - - SA(801704 7'(Top)"• 8' - . - - 8' - - - - 7.(80Trom) : . 6" - - - - - - 7(BOTTOM) - - -. .- 12' - 72' 12" 72" 12' - - 8(10P/80110M) - - - - ,12" - 12" 1272' 6" - - 6(TOP/B07101,1) 6' 6- - - - '9 V2'I - 4' - : T(TOP) .. 7 ' - - . .11" - .T" 3 7/2' 7(110P). ' . - • . 17' 4" 9"++ 8' IT' 3,' - 12" 12' - 12* 8' 7 7/2" 4' 1.9#(877T‘014) 10* 3" 8'## '7' to' 3" 72" 72' 12" 7' 6 7/2' - ' 7. 94(BOTTOM) _ ++ 12' - 9" - 11' - 12" 12" 12' - 7 1/2 - . 2,9#(10P) _ 10" - -7'÷#. - 12' .- 12" 12' if - 5 7/2' - 2,9+7Top) 11" 4• 9.44 8' 11" .3* - - 72" 8' 7 1/2' 4' 2(80Trom). . 10" 3' .' 8" 4+' 7' 10" J" , -- - ' 12" 7' 6 1/2" 3 ,/2' 2(BOTTOM) II' 4' 9"÷# 8' 11' 3' -• . - 12" .6" 7 1/2" 4,*- 2A(BOTTOM) 10' 4' 8' • '7r 70' . .3' - -. 72' .7" 6 1/2' J 1/2' .i4(Borrow . . • >4310-40.0 7'1" - 9"+# - IT'' - - ,44' • . - 72' - 7 1/2' - 3'&4(TOP) >4552.-620 10' - ,- 8 - ,10" - ,- - .- 12" . - : 6 7/2". '- .0.&4(TOP) 704.,.[ 77' 4' 9,, 5- II- -V! - - .' 15' .5' 71/2' 4' '• 3-(807-P0M) . - .12' .7' B 1/2' 3 7/2' 3(BOTTOM)SW-0' . TO 70" 3' -8 7' . 10' 3' . - .• >r-o' . . +550-600 77* 4' • B'+': .8' .II' 4.• - - 12' a- 7.tie' 4" ' 4(BOTTOM) re,... 475.77 -80.0 10" 3' 8"' 7' 10' 3".• - - 12' .7' 6 1/2" 3 7/2` 4(BOTTOM)' r° . . .9'-7" It" - 9" - II' - 5÷+ - (Top) • 70" - 8'++ -. 10' - , - : 72" - 6 1/2' - BOOR) , . • II' 4' .9'÷+ 8' 77' 3' - .- 72' 8' 7 1/2' 4- 5(BOTTOM) , 8"4-+ 7' 9- 3' . ., - 72' B 1/2" 6 1/2' 3 7/2' 5(BOTTOM) 6' - -, 6' - - 7 1/2" - 6(Top) . - - - - 6' 7 , - 6' - - 51/2' - - - 6.(T0p) . • . . - - , .5(110770m) 8" - - = 5" - - - . 81/2' - - - 6 mortah • SA(BOTTOM) ' SA(BOTTOM) 4" - - - 8 1/2' -- - - . 7(Top). . .... 4, _ . . . ' - - •.6 1j2' - - 7(BOTTOM),• - _ _ - ' - . - 7(BOTroM) • , - 6' - 12' ' 12" 12' 6'. - - - 8(roP/BOTTOM) • - - ' - 6' - 12' 12' 12' I 6' - - 8(MP/BOTTOM) . . FACTOR . -it ONLY TAPCON ANCHORS OR ALL POINT-SOUOSET ALLOWED•FOR•MOUNTING.SECTION 9.. ' ACTUAL 0 D. . . +4 'ANCHORS SPACING ONLY APPLICABLE TOZAMAC tikay ANCHORS ' ' CODE (NonNigh Velocity Hui-Hahne ' . SEE SHEET 7&8 FOR ANCHORS TYPE&SPACING FOR INSTALLATIONS INTO WOOD FRAME . 'FLORIDA BUILDING- - „Zone ) TAPCON /ornoteext, 041.1(-IN SOLIO-SET CrTAP...CRIP. :BUIWINGS.. : ,-: 02017 770E60,INC... 0.0.50"BERTHA ALUMINUM STORM.PANEL - E.G • . . . , ./Pailamairs 'MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2'EDGE DISTANCE. (2.25"DEEP) DRAWN 64 . . ' r • - .86. .75 .78 '. 1.00 FOR E. D LESS;THAN 3 I/2',REDUCE ANCHOR SPACING BY - . ' . MULTIPLYING SPACINGS.sHOWN ON SCHEDULE BY-THE FOLLOAING \ 07/2 6/77 • EASTERN METAL SUPPLY, ANC GATE 2 7/2' - .7i .50 • - ,80. FACTORS.(MTh:&D.FOR CALIF-IN ANCHORS&ELc0 / IILIECO INC:\ PANELMATE.19 2-1/2".AND 3.1/2'FOR SOLID-SETANCHORS). 4268 raw ROADS DRIVE 1 FOR TNIS OPERATION TO BE MADE REDUCED SPACINGS RESULTING FROM APPLYING ABOVE TILLIT it.TING it ENGINEERING COMPANY . sal'PALM BEACH.ft.33407 2' - .50 - - 561)209-826.1,FAX:M1)841-1716 17,090' .- FACTORS SHALL NOT RESULT ON SPACINGS LESS•THAN 3'FOR ALL ANCHORS(EXCEPT PHONE( 8333 NA 3601.SC.S.=I MCA.CAROM ft 33136 Pone:430.1)871-0330.the:4303)871-1331 , i 1/2" .35 - - - - +4.5'FOR RED HO.DyNABOLT ANCHORS). t_E8-0006719 WALTER A. Miff.1r.P.E - PF-7"*..'::9-'71.414"' '47 . ''''''''''" '''' SHF7TNGLOrNsI.T. • FLORIDA Lie./44167 .. . $ . . ' - 4 : . . . . • ' •,.. • ' --__ CONCRETE ANCHORS CONCRETE ANCHORS (SEE SCHEDULE)A i .6 (SEE SCHEDULEIN 1/4"Max, GAP (iD 1/4"Max. GAP c--- i 2 . \._7 . ._...1 -.- l 1:12 r , 1 , , E ..._ See2a _ ; 41f3 ri , pouRED as CC7NCRETE-..N. 1.1".""1 e Cont. COPeRREDETE 41 1 oe REQUIRED I , ,,,, REQUIRED "N 0 Cont. I SECTION B—B 1 i 1 1 , SCALE; yr---- 7 ! 93-, Extsnric-A I 0 , EXISTING GLASS I 1 1 GLASS --I 1*Min.SEPARAIRON TO CLASS (?),_ 14E1/6, 14A/6, I'M!,,.SEPARATION I I ,,, 1 (WHOLE) (WHOLES) 15,168/7 15,16A/7 ( ro GLASS t 1 , i 1 BUT NOTCHED '1/4-L20,1-ss, I I et E4 CORNER 0 SIDEWALK BOLTS. BOTTOM AS -sEE DE7'AILS 2/7, P. , I SHOWN. N i DETAIL 2/7 2/15. (WHOLE) TA'0-20 x 7*S. M.S. I WIND w/ BIT 0 12'62: I I (7/ 3/O.a i ..., I ,'% 1;1 9 4 1— Jr I !til 1 g t INTERIORLY REMOVABLE ' R 1/4.0-20 x I"S.S.M.S. I d I a. ay 7.49*00 3/32' Z g, 4. WING Nur 0 12-a SIDEWALK BOLTS I ,." „,e7Y (SEE DETAILS 2/7,414)CONNECTED. V I POURED CONCRETE OR CONCRETE -,./ 0 BLOCK WALL I:4 REQUIRED ,,.1 'POURED 1 OR CONCRETE 10BLOCK WALL ci 4 WING NUT 5,EVERY F:„_-.. REQUIRED 41 2"L OR,:- ORt,T,,..;-4, SIDEWALK BOLT „ I%, to () ! ETE . ,,,,Ii•14E1/6, 40,14A/6, CONCRANCHORS .375- (SEE SCHEDULE) Ellit' °' '15:168/1 15,16A/7 CONCRETE ANCHORS...r 6 W. (SEE SCHEDULE) -1- „ -3" CONCRETE ANCHORS(SEE SCHEDULE) , .3"--- Com. INTERIORLY REMOVABLE PAATL(WW/ Max. Max. •. SIDEWALK BOLTS ACE DETAIL 2) 1 401. 1 Min. Copt HoLESTTNOT 87?i:t.,rEU 5/EN ;fT SECTION 1 OA SECTION 1 OB AT REAR W 97/8743/5,12-IZG eV& INTERIORLY REMOVABLE STORM PANEL WALL MOUNTING INSTALLATIONS PARTIAL ELEVATION Y orok 174,0.1% SECTIONS 10 0 4 . , SCALE:3/B"= 1. SCALE: 1/8"= I" 0 . ...' ENS."•7 '' A .0\f, ... -4. __ . $ I No 44167 t 1 INSTALLATIONS VALID FOR PANELS®USED JOINTLY WITH INTERIORLY REMOVABLE PANELS® •--,, ,, A,,, it OF le 0`, FLORIDA BUILDING CODE (Non High.Velocity Hurricane Zone) /7 74:::71,42:-..4...0,R..%.D.Y>kcke, ---.:„:45'8fr.,'I't Al.''''4 '. 02077 771.1ECO.INC. 0.050"BERT/-IA ALUMINUM.STORM PANEL E.G. (2.25"DEEP) DRAWN BY. ' 'r..'"4.0,01•01(' - 07.126/11 / \ EASTERN METAL SUPPLY INC Am, 'IlLIEC 0 INC. 4268 WEST ROADi DRIVE MUT TESTING&ENGINEERING COMPANY WEST PALM BEACH,AL 33407 j,..,,,Az..t a.%;,etrowf.g.e,,, ..,.. PHONE:(561)209-8285.FAX:(561)84f-1716 ,,,v v1 R.47-47N0s9N6 WALTER A,TUFT Jr.PE FLOR:4"6Lle.#71 449 167 ; '''''"'" \''244' :-, 28507 8 OF 74 , - ..., i CONCRETE ANCHORS. E D: \ :_ '- `\ - CONCRETE ANCHORS CONCRETE ANCHOR$ . E.A •� (SEE SCHEDULE) CONCRETE ANCHORS (SEE SCHEDULE') £ D \ \ (SEF SCNEDUtE) ` (SEE SCHEDULE)\ \ POURED \\S'i ~ ' POURED £D, \ POURED CONCRETE I I '\ POURED CONCRETE I i \ \' CONCRETE CONCRETE REQUIRED -Eq EO: 'REOU/Rf0 '-Eq. -EO_.. -. REgU/RED. I I E0.- ` REQUIRED• .-EGt ^EO.- M1 I I 11 1� •I �g k kl h I I 1 .1 .' ,©Cont' I - —ti:JCant.. I I-.. Cont• I II I j--V Cont: 'FN., II i I I I I 1. I I 1"MTn. •SEPARATION_ I 1 O I I I I I.Mm..SEPARATION,' I. ) �,` TO CLASS .q I` - i 7`Min.SEPARATION I I__,-;\ o. 1 - Li-Min.SEPARATION ' I . x, _ '� f I i � ro Guns I I I y TO GLASS I I I io GLASS I y a I • I I. 'I DETAIL I I I tl I I � � •�1 I M: �. 1 J, I . • I I I S I �' D€?atl2 - I I ; I ; I 'A I • I I ,§' I i I I A. , I Q i 1 d I I 1 ( I • 7/B•0.r s/,2•x 1 - I I J I I i 1+ I rs 1 1 I EVERY SiUS I f$ . I I I • ", I �NG NUT®32". I ;;' I f)-,, I "4 •I , 0 12.0.C. I I s' EVERYsnip '.I i 0 • l'-;. I ( I. i. .1 7/N 0 x J/' I ' 0.12'.0.,.. 1 I I I '' g ! Cont _ I I WING NUT D9 I 7 ▪ '- ( I • I EVERY STUD' ( V NUT/J?.. n I 1 II (' !2'.0.C. II 17 1 EVERY STUD• I ry Ii I I '10 1 <:::!1 I (11_11 I -I. '� 6o 1.2"O.C / • - . I Cant: .y rl[�: •I I c T"S. I i :✓/2//////'A////V�///////// �•' 1 I ALTERAIEL N •iT 1 1- T7 - i I � �� .EDGE OF, N .. I ��,,/g POURED CONCRETE. I Lj•�. Y. SLAB 1F. f 1. I� m 7 .1_ Coot 1 8 RFOU/RED 1 I /APPLICABLE ,/ �....;u.. • � yup/// u� 'I' I ( .I f / /'j - �/ r / / �EDGE OF , .?///01/1/1///,/ /�/////./////44//// EDGE OF I ALTERNATE LEG CONCRETE SCHEDULE POURED' CONCRETE I.1.-,' I II L / sus,tA LOCA770N N - I I APPU IF (SEE SCHEDULE) "E.D. r REQUIREO I I I 11,1 -/ APPLICABLE L y,,___ _J ' , ',+ / • • L4 POURED /////////Y /////////<.1'rY/// CONCRETE ANCHORSW CONCRETE CONCRETE ANCHORS r 1,</..." (SEE SCHEDULE) . E 1. f (SEE SCHEDULE) ' —Ea--I 1.I 1I�-1' M7F.RIORLY REMOVABLE pANEET W/- - - POURED CONCRETE ANCHORS SECTION 114 SECTION 11 B SIDEWALK BOLTS AEC DETAIL z) CONCRETE. ma-SCHEDULE) F- / UT AEQU D CONN TSO.TO 6 THRU 5/Bb REQUIRED - ED,-1 CEILING & FLOOR_MOUNTING INSTALLATIONS was for r6 m 6 o:D.a FASTENED SECTION 12A SECTION 128 INTERIORLY REMOVABLE'PANEL©i W/ AT REAR W 7/6'0x3/32'<NANG NUT' I �+ ®EVERY SIOEWACN.BOLT. - " SIDEWALK BOLTS EE DETAIL 2) .SECTIONS 1 1 CONN TED TO jd.THRU 5/8:0. SCALE:3/B"= ," CEILING.'& FLOOR:MOUNTING INSTALLATIONS HOLES AT, 0 6'AC a FASTENED AT REAR W 7/8-0x3/32'WING NUT jam- 1/47-�2p t ss SU)ElYAtK BOLTS ' SECTIONS.012 c EVERY SMOTE(BOLE. m j''•.; `INTERIORLY REITOABLE P• M'EL . ' 7 ?HMI KEY Kota(0 6'-O.C.. /') _ :SCALE:3/B"= t' W/T/4-2O NUT AT REAR. nj J.. • _ _ _- t 0 3/32f /PANELABtE — ¢e 0 r PANEL NSTALLAT/ONS VALID.FOR• .PANELS 1J USED J011 - - —�-x [ WITH".INTERIORLY REMOVABLE PANELSfri`....f4. s • ��I 1' n, I' y o . .FLORIDA,BUILDING CODE (Non High Velocity Hurricone tone) Tr7 �' ozofi 7EToo Hla 0;050"BERTHA ALUMINUM STORM PANEL LG.. 1825 7 i E.:P.'= EDGESDISTANCE r * !.. ® g p 1 (SEE 10.e? E ESN, G r (225"..DEEP) DRAWN BE ��/I I SHEET TD.arta ! _ �' ' suleur jy/}��ap EASTERN META L SUPPLY, INC:. 07i 6i, I/4"HOLE 0'6'O.C. . - 0 ..-E.VM..7. t OSt7" NOTE FOR.co '44 OF.SECTIONS: . ,ye, j IL' E C O.INC '` 426e WEST'ROAOS DRIVE, ' �sp' X : war PALL 8£ACN,R.266Ol - . DETAIL•2'- INSTALLATION.OF'I/ "xl FLOOR/CEILING MOUNTING SECTIONS CAN'BE '•„'SI�Nnt stl. 6TA/s RIIIIT,saDrSt,.w Gt LN �PyNY� PHONE(567)209-6263 FAX(567)841-1716 17-096 • ,.�y�I///!/Rl/• /` v. ::(sasnhn-7sw.r LrasJ.eTl-put. -SIDEWALK BOLTS O REMOVABLE PANEL COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. . EB-Doo67r9 ,cr,. . an:» war m» M- LaeAWTNc xa SCALD 7”�'7' - • WALT ER'A RLR Jr.P.E. . :I ' . a0 7s-ON -°-'12r.': s SHEET 9 OF I4 - .. - .. FLORIDA Lie.if 44167. s. ' :....� 4 • • .MAXiMUM`A.S.D...DESIGN PRESSURE'RATING (p.sf,) AND CORRESPONDING'MAXIMUM ANCHOR SPACING SCHEDULE F'OR'INSTALLATIONS IN CONCRETE ANP CONCRETE BLOCK STRUCTURES AS YIY41fd ANCIL073.04070#00 G Q-']',.r* ,: =nomi70:. f'RSSIIRE RLCl2t4 7A C0'45. 07(7E-t1FX SS4. 20440 NNLJ7 WX-LV' .. :St a-SET -4'-7,P-Q79 /14401N7ES' 'HXQLitE FttIS :HP 5/1ANON UMW NWft • To rnw,aErt :To BLOCK'TO croxe6Ert TO max lo COMMIE TO&acr•�ro'mwwEr6 To BLOCK m:cttw,wEfY.70 etaA�-m.7xaxRelr ro Mont rorCMr7K7E ,ro ft= m.cuvc6Err TO GLOW'In=OWE ro-eaDar OF.11011N/A...'+ "72' li/A.. N/A .. N/A::. .; N/A 'N/A', x'72" N/A. �77'; N/A 72'. •N/A 70..(TOP) .12' N/A72'' 7' N/A N/A 72' 6 I/2' N/A, N/A. N/A N/A 122' 6' 1Y 5'7/2".' 72' , •4' t08(BOIh7N) -17 7/2' .N/A ' 72'- N/A ' N/A ;N/A' 127..' :N/A --N/A' N/A ' 7//A" N/A.. 72' :I,N/A: ,. 72' •.N/A 12'. N/A :f7(TDF). ♦655.-63.5 8 1/2' N/A' :72' ' N/A . N/A N/A X7'7/27 N/A. ' N/A ..' N/A 7(/A N/A. _I7 7/2' N/A qt. , N/A 9 7/2'' N/A 11A(80n0M):.9=0'OR.LESS 11.T/2'.. N/A ' .T2':' N/A' N/A- N/A ' +)27 • ..N/A ''FLA. ,. N/A. N/A N/A 72' N/A .72'. N/A. l2' ' N/A , "72'(70/•)' 8 7/2' : N/A 12' N/A N/A'' ,N/A 7:7/2' N/A 'N/A N/A` N/A .N/A 11_:1/2' N/A'.. I1':'. N/A • -9 7/2'. -'N/A .721(807TOM): . 3'*•' ,N/A. N/A N/A. N/A N/A ,3' .N/A, 'N/A: N/A N/A. 'N/A :4'. •N/A :4' : N/A . 4' AN/A 728(80770io "E.D. EDGE;DISTANCE N�j7OR5 aEGENO: ' *MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3.1/2'EDGE DISTANCE POR'C..0.LESS THAN.31/2; ' .. ., REDUCE ANCHOR SPACING 8Y MULTIPLYING.SPACING SHOWN ON SCHEDULE.BY THE FOLLONTNG FACTORS. * 'LIMITED_ TO 5-4 .MAX. SPAN, , ' /NOTE•M:r7..E U.70/C CAL4'-1N ANGHDRS IS.2 i/2� - ANC,H t 7yPE CNDR r - C'. • .'FOR THIS OPERATION TO N:M BE'O 041 EACH REDUCED SPACING OBTAINED USING'FACTOR SHALL NOT BE 410 SO.•TAPCON,7AMAC NAILING •.LESS WA /N1MUM SPACING'INDICATED FOR ANCHOR TYPE At ANCHORS LEGEND:; •- J 0?` '. CP:TAP-GRIP.PANELNATE OR'PANELMATE'PLUS .. . 1077.1.E.'O.'REGUfAR,OIPGON g• ZAMAC NA11171 CRETE-FLEE SS4 Ec. .: 410 5.5..TAPCON .PANEUA47E CR PANEL0•470 PLUS -8l .SOLtO-SET.CF TAP-GRB? • SOLO-SET .3.5' .. 0101: e CRETE REX 2..7/2 n flb nI i. +,,Lp . . . 6.0. 2' .-- 50 : ,. - p ***- A SaGULAR TAPCON IN BLOCK .%° CENS,�' ... •'i•.,: REGULAR TAPCON IN CONCRETE ,1.'..1.0' .. _. - . -. --- N0,44167 s —.. _..--- mss�.`` .'*$ 4.. ►.� z ' ., R . ‘O "si.''' ELOR/DA BUILDING CODE'(Non;Nigh-YeiOGify Hurricane:Zone) '5'SIONAI , 01° 02077:007010,INC. ' 0.050"BERTHA ALUMINUM STORM PANEL• OWN qt 07/26/77 c/1� EASTERN" METAL. SUPPLY' INC �,E..• • / ,U'1 L 1 E G 0 INC.•�. 4268 war ROADS ORNE TKL7T T£SnNG d:FNGtNEERt40 COMPANY WEST PALM 263, TL 3340?. 61ss.xw,]srn St.sa.]a7:YACUG GMmV7,ft,,,,, . ' .PHONE:(561)209-8263.FAX:(6608434716 77-098 PSM.7(3070877'.1070.:Cu.t(367)777-7]77 ay.M. Af.'teln'r iii[ RK:li OnL4MiYr ocr. OR4wMG Na ..£8+00087t4 _ I4ALICR>7.mt(r✓r.aEi. .t" mn ra.a.'_.77�ena,. + SHEET 70 OF r4,; ... 'ROR/OA'.L7 -- l"x 2'x.725'(Min.) I ALUM. TUBE W/1/4"0 ( t/ib IAC SCREWS 64 6" tV SCREWS . 6'O.C. l 4b LAG SCREWS ®6' ® O.C. IV/1 1/2'Alin. ® W/1 1/2'Min. THREADEDINN t%4'C(AC'SCREWS/2Mi, 1/4`0 LAG SCREWS 0 O.C.-W/I 1/2'Min. THREADED PENETRATION 70• PENETRARON 7D EXISTING r as W/t'1f2"Aln: 6'O.C.W/1.1/2'Min. THREADED PENETRATION TO EXISTING WOOD HEADER. WOOD HEADER. THREADED PENETRATION TO THREADED PENfTRMTON.70 Exismo WOOD HEADER. - III 1"' / 'EXISTNC W000-NE10ER. ISANG'W000 i90ER. -+- +-•- tt I ® ' I - .250' 0.250' Urn0250 .500` .500- 0.250'M:� "�Q500Cont. Cont. Cont. Mln.l, v rigs {row I 11 CAM. m WOOD HEADER ConLN WOOdHEAOER u WOOD HEADER O W'000 HEADER 0 WOOD HEADER REOUIRFA 0 33 WOODREauE - REQUIRED �y REQUIRED { g{ REQUIRED �, g g {n 01 1'MINIMUM { ql 1'MINIMUM �+ -5EPARAAON TI) { AMMON SEPARATION TO ,t. SEPALS TO Z GLASS ALTERNATIVE w - -h- GLASS. a� �• I%4•D.r 3/4' �t 4.0.x 3/4'RW BUILDER AA BUILDEX TEX SCREWS { 0 yI u V " O 6•.0.C. ��yy TER SCREWS ®6'O.C. a a 0 t'M1NtHUN AA I.iiI ill W/0 2 ¢, ■■NU .BOLT Wd II4020C ur o 7/B'0 3%32'WING NUT 0 EVERY SUD O EO 0 OE EVERQ 7/4'0-20 x 3f4' �,♦ BOLTS IV/7/8 x EO "' ■■ I`F' °' 0000 STUD 12"O.a NUT tD I Cont. .12"O.C .I -_ Cant. WOOD STUDt/4 0-2�D S..3 REQUIRED C ' Pu O 9 24 0.Q1611,,, 'a, �. B0L75; I2"0.C.0.500'� i �ConL / '1.1,..t:75:- � RE0U/RE(7 CanL /NUT&fYASHfR 7 4'a LAC'SCREWS 89 iv l.p00' U"f Cont '� t'x 4's )25' Min. •� 6'G.D- W/) 1/2'U t/4;0 DTIC SCRE{YS 0.6' I11" ( ) L_1 1 x 4'x.125- M'n. W000 5700 6063-75 Alum.-TUBE(Con L). ( ) THREADED PENETRATION 1/4;0 LAC SCREWS ®6' { O.C:ADE 1 1/2"Min: ®2a'Q C: . • $ 6065-TS 4um,7L18E(Cant.) ®MNF4?DTH OF PLATE. 2'r I :II -- p,C W/t 1/2'Min. 2'x AIRED T' �PENE7RATDN m REQUIRED Mrn: (2j y/4'q LAG SCREWS.0 `? 2 f 4 0',(AC SCREWS REQUIRE(. M1DWfdTN DEFLATE, V' O /7. MIREADED PENEIRAT(ON!9 REQUIRED CN STUD(M/DW/DTN pF EACH SND/I.NOMINAL) OF M/OWiDTN'OF PLATE STUD,2' ».NOMINAL ANd- STUD,2"Min.NOMINAL)AND W/2'Min.THREADED PENETRATION W/,2•Miri.,THREADED PENETRATION INTO EXISTING STUD. INTO EXISTING STUD. ALTERNATIVE 2 ALTERNATIVE 4 ALTERNATIVE 5' ALTERNATIVE 6 ALTERNATIVE 7 WALL MOUNTING INSTALLATIONS INSTALLATION DETAILS' ON 1"N/N;MOM o SECTIONS A SCALE:1/4"e 1' EXISTING. WOOD BUILDINGS SEPPRMAON 10 GLASS ','i 1 � 3 32'WLNC NUT 0 ; No.44167X is INSTALLATIONS ARE ONLY VALID.FOR MAX.A.S.O..DESIGN PRESSURE FC-IF 2'O C % *` RATING UP TO+65.0, -72.0 psi AND PANEL'S LENGTHS UP'TO 9'-0". F, _ a. w� � * :' .. 2.'FOR'WOOD'FRAME CONSTRUCTION: WOOD MEMBERS TO BE - - ------ ___-'---...- --- ^""• -. , t ur ,,� -SOUTHERN PINE.No;-2,W%SPECIFIC DENSITY OF 0.55 OR EQUAL. iIllallia Q cants 1 SAORAP.: 441 4� 0500" �� 4 o.c L i i%EWS 0 6' ^''' ' DAL it}', z"o 4 PIA ,.......E57:7'• FLORIDA BUILDING CODE (Non Nigh Velocity' Hurricane Zone) RECUR 4"PID THREADED PENETRATION O 1,11011707H OF PLATE. NOTE FOR COMBINATION OF SECTIONS, • 02017 TILlrCO INC. D:050"BERTHA ALUMINUM STORM PANEL Lc. WALL MOUNTING SECTIONS CAN BE COMBINED (2.25,"DEEP) DRAWN BD ALTERNATIVE 3 IN ANY WAY TO SUIT ANY INSTALLATION. 07/26/17 EASTERN METAL SUPPLY,. INC DATE- I I I Ur C 0 INC.. . ' . 4269 WEST ROADS DRIVE TILLIT TESTING St ENGINEERING COMPANY WEST PALM BRACH.EL 37407 695$NY'Nut 60 Ste MMA 4111'014 GARD 5 IL 01166 -PHONE:(561)209-8267 pm:(561)841-1716 17-0,96 ROW:(.NSbll-MSD.Nr:(]03 11-13]1 ar.1a =manor oat AcE.N Aar 2 DRAWING No ta-O006719 WALTER A.MIT Jr.RE , P a0Mom- \NNW' .1 SINE!I. ' I OF 14 FLORIDA Lia 144167 - E. 1/4"0' LAC SCREWS®6'O. - '1/4'0 LAG'SCREWS® -1/4•.0 -TAG SCREWS® -_ - G W/1'•1/2'Mn.THREADED t/4"0-10 aco THREADED W ENET 1/2"Min. '4'O.C.W/t 1/X Min. IENETRATIAY 70 EXIISRNG WOOD' mole/Tamale TO EXISTING WOOD BEAM. .'THREADED Rs NPENETRATION Wp D BEAM PANEZLIA7E® )2' - (i}Cont O G Q & ONT. ..''x 8'(Min.)EXIS)TNG 4' g• mil • 6`.0.7 ®.Q, OPEN P05/TION ) WOOD BFAAI'REOUTRED. (Min.)EXISRNG W/S:7/8'.Men. f0' r ED WOOD.BEAif REQUIRED, t/4'D-2D.S..S.80L7S®' pENfn7A'AON 1/4 0 tAG SCREWS.t.' f � I- DKQU UACY OF4EXISRNG WOOF BEAM t2 O G ,S NUE O WASHER BEAM- ro BECERIR7E0 8Y 1''Mln. IONA 7NREADR3-PENE7A7tON � Y, . ®® ;z - EER OR .REG/SIFRER ENG/NEfR OR Max. t. ro EXISTING.WODD Max �. I. i lIIII�®il�I HEADER: SHUTTER AUARON. I ARCHITECT PRIOR TO JI DSDD' --� soar =a• -(1 , � .. srprrmLNs7utATrt in.! 'C!Cont. t 3 I O� ii �1I. I �. 3 REQUIRED I i IErni ® I O L , I 1/4'0-20.x 3j4' to i 0' p t BOLTS W/7/8 x Oj 1 Cont. W W000 HEADER t Q o ���"� 1 —„� I 3j32 WING_NUT a+ t I'MINIMUM REQUIRED 1 WOOp:HfAO£R N I ®1T'O.C. 6101 TA -�`- SEPARATION TO. I m I W REQUIRE) 1 • 1'.MINIMUM 1 &®.6'Q.C.f?©.�+ I"MINIMUM I GLASS I '*' - y i -Q _«SEPARATION TO t 2 . 1'MINIMUM.' I :. - -'^SEPAGLASS T0. I 0 CLASS i .' 0 . JY— 2 SEPARATION • I I . ttni ALTERNATIVE 8 W CLASS T'M/MMUM I I It -'"SEPARARON'TO I —A-- -"r .-14.•-� GLASS. tIIJ --I a t i - � -F- *T - i av© 4 e0th: A /4'D ow BUILDEX, �.. TEK.SCREWS B 6`-O.C. i .�, I .c j - 1 WING NUT 0 4 I q,... !/4'IT-720 x' F 1" r T2 O C -i I 2 x fi... x j/f'BOLTS I ..qI , I. 2 x 6' '+�'. /Zt WOOD DECK o .Y/8' -B/J2f0.11"11241_ i 'I?; 1 '- WOOD DECK '.p BOR rJ ('ry''I'' REQUIRED 'w 72' 2 I I E0. '-. i 1.. Cant. 1' :!_. 1 R Cont 1= I r } EO ; al ice' s uH ® +n.���.1 ��I`— .500"Q- ! qiiffix, 1/4"b LAG SCREWS M M -n.Cont.fitI 1/4'a-20 ELCO tY00D 6'O.C.W/1 J/T'Mn. ELATE THREADED PENETRATION _ 1,141.1111111! male/female REQUIRED ®M/DIW01N OF P1AT8ij 050 � WOOD PANELAIATE.Dt2' I EQ EO,fit - �.,r—ALIERNAIE plq : , W/1 T%8` ,M 1'.f-- 1 4'a-2O x aj4' nr- .....,ill: --_ - LEG en/ArELOCATION. Min.PENETRATION�' t REQUIRED ARDWtDRI OF PLATE. (OPEN POSRTON•) 4`4'O.C. /!R]%1"Min. 4'40.DC W/l 1LAG %2'Min. %J2'Wsous NG Vs � WOOD STUD I1in_"NMin.®240. ttt---1/40-20'.S.S.BOt75ATNRFAOEp PENE1RAnOM THREADED PENEIRAROM ®1T 0.C.RQRE° j 12 O.G W/NUTS WASHER. I I 0 ALTERNATIVE 1 ALTERNATIVE.2 !'MINIMUM w l--Ile 4I'CDnL F.-SEPARATION . • o,a f',x 4'x 125 (Min.) 1 TD.GLASS I. x `6063-T5 Ram TUBE.(G?nt.) i } cpxr. CEILING & FLOOR MOUNTING- INSTALLATIONS (2)-1/4 o LAG SCREWS 0 ALTERNATIVE 10 7/8'.x J/J2• EACH-STUD(MlDWIDTN.OF SECTIONS STUD,2'MTn. THREADED 'EQ®� Y�4y'GSND 8 SG1LE:t`/(/7N/�#Iy�., NOMINAL)AND W/2'MlN. ■ I - tfr A 7Th- ALTERNATIVE 9 PENETRATION INTO Exanvo EQ. 1 1;¢,s5ti41 —cil SKID. .. �"5 •MAIN SNAP CAP NO 7t7 '1�`..•'.1yEfYp�.' :�9 - REMAIN CLOSED ITh . 1 Y WALL MOUNTING INSTALLATIONS PLATE HURRICANE COND TIONS. 4� ` 167 REQUIRED SECTIONS A SCALE:.T/4'r 1" C2(OPER POSITION,) — ./ * 7k SECTION Co STUD TYP. TOP/BOTTOM. ' 0� f.�OR10?,.•/444:0, -- NOTE FOR COMBINATION.OF SECTIONS: ALTERNATIVE 1 I rvs,. e.� t4�1► FLOOR/WALL/CftttNC.MOUNRNO'SECTTONS CAN BE / /, ''"AIWAiil//4At.r COMBINED IN ANY'WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS ONEXISTING WOOD. BUILDINGS FLORIDA BUILDING CODE (Non.Nigh Velocity.Hurricane Zone) 02017'AL1100,ANG 0.050"BERTHA,ALUMINUM STORM PANEL ' L.c. NOTES` (2.25"DEEP) IRAWN 8n.. 1. INSTALLATIONS ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE 07/16ft7 RATiNO UP.70 +65.0. -72.0 of AND PANEL'S'LENGTHS UP TO 9'-0' /► EASTERN METAL SUPPLY INC a, P / • 'I�.I,E.0 O,I N C. 4168 WEST R04D$'DRIVE ' 2. FOR WOOD FRAME CONSTRUCTION; WOOD MEMBERS-TO BE.SOUTHERN TILL! TESTING&'ENGINEERING COMPANYWEST PALM BEACH,Iz 33407 17-096 PINE No. 2, Wj SPECtf7C DENSITY OF 0.55 OR' EOUAG "'"'xc TEN 55tt,,s.,w.V.RGNA r,%n x1lbe PHONE.(561)209-B26J,FAX:(561)841-1716 .IEA.I(335 ''-15.1v.la:(30$$71-1571- me W .... .aaavnor Y,A' DRAWING'tit. 08-0006719 .WALTER A.TILIT•✓r,P.E r an to-om .fivarn>r J. , - . FLORIDA'LiC.Fr 44167 .. ] i soca 12 or 14 . _ , 1/4'0 LAG SCREWS 0,6" 04 W/1 1/2"MIN. ' 7/410 LAG SCREWS 0 6,I 1111 r E 5=GD WP=7° MN, 111 :. F128_,LEADED PERETRAITON,TO -250r -'''...V V IV , c.c.,: . •EilMi 1 . J ®Cot , 137_I -i. WOOD HEADER V iTi REQUIRED 0 WOOD HEADER I to . REQUIRED • 1 0 l''680„ - SEPARATION i 2 • ro GLASS ‘2. 1"Min. 1 --SEPARATION ..... ,• • TO cuss . I 5 COWL 2/75 • 0 .„d 1 0 i. (1) rt essro_../ I 7 1/40-20 ss, • 7/40-20 5.0 5.0t i - 1 ears w/ 7/60 } 7/60,0 3/J2' WING NC 4UT Y/8 WING NUT 13) 0 Tr O. , 0 12'O.C. Cont Cont. IIIE:] 1 E±111141F0:43 01111.111111bir Ealralippall Iry E°1 eft= ':"-t375- . tog -1111016r114-.375 . 7 4'0 LAG SCREWS . ; 1 41i LAG SCREWS 0 6' r 0 6 0, O.W/1 27/32"" ,.. O.C. w/I 1/2!MIN. 7, Mln,'PENETRATION0 W 041011110.40. EAVED PENETRATION 0 *. MOWN OF PLATE' . r x 4"PLA - 51075004 OF'PLATE r.4'PLA ', 000 A.TILL0A:. ‘, • REQUIRED 7 . REQUIRED, INIERIORLY'REMOVABLE PANEL® W/ #N.. ...**..*...... v.0...r., • .' ..., SOMALI<BOLTS AS-a DETAIL',2.)• • . i*.0.:...‘PENSE'.....7( . , CONIVpTED TO(t6)77tRU 5/80 'if HOLES AT 0 6"0.0&FAS-IVIED , AT REAR IV 7/0-0x3/72',WING NUT .1_0- ...,... _",.:k 67 _ 0 EVERY SIDEWALK BOLT. ..:- : :------ ) z*z, ALTERNATIVE' 72A* ALTERNATIVE 129.* ' • . /11",AWSIVEOF /9c$ , .1..cit••••,.ORI.,.., \ , WALL MOUNTING INSTALLATIONS, ,.1; ',-1%43-8/ONALVso''s 'SECTION,S 12 *VALID FOR Max: +53.5; -63.5 psf. --.*/*•1•0040,001/11' SCALE: 1/4..'''' 1 . A.S.D. DESIGN PRESSURE RA77IVG. INSTALLATIONS VALID FOR PANELS a•USED. JOINTLY . _.._ ___ .• ____ • _ WITH 'INTERIORLY REMOVABLE PANELS® • • INSTALLATION DETAILS ON EXISTING WOOD' BUILDINGS • , . . FLORIDA BUILDING CODE.(Hon.High Velocity Hurricane Zone) • • 02077 VELEM ING, • aoso.:BERTHA ALUMINUM STORM PANEL Lc. . (2.25'DEEP) , DRAWN 67: 07/26/17 / IEASTERN' METAL. SUPPLY, INC ,47a ILIECO'INC.\ • 4268 WEST ROADS DRAW WEST PAW 8EACti,FL 33407 Waif TESTING 0 ENGINEERING COMPANY 17-096 SISS ILW.S.5th.St,Sts.JOS.MGM CJIMENA 11 331(16 PHON (561)209-826z FAX:(561)841-1716 . .Rtorw:(J&VS-7/-ISSO.fax,(341811-I,331 65-0006719 . oxx. neazamor asEr art.- =se., aux 0008750 No . 14110727?,&MUT dr.PE .1 cco m-o44 \044,tw, 4 FLORIDA Lk,AT 44167 _ SHEET 13 or 14 -- - -- - 4/4'0 S.S..LAG SCREW-.. .,_ `._. -. _ _..._.. _ 1/4.0 S.S.!AG SCREW ._- _...,/ _ ____—_ 1 At�jje F. {! ' 0 4'DC..W/1 Ij2"MIN. -I-ALTERNATIVELY, TRACK(O MAY BE ATTACHED ®TTHREAADED pENE'RATION t�ytt �� c t/, iNRFADED PENEfAADON TO HOLLOW CEILING AS PER DETAILS SHOWN tn.. �tp �`,• 4S ODOC BEAM RNG WOOD ED. • • ,, a E• (Min.) ANG _ ; `\�yG t7�.-`= In. EUISJWG ON ALTERNATIVE 9A. SHEET J3. WOOD •t1� - Eq--.--L'• STRUCTURAL ADEQUACY 't tt STRUCTURAL ADEQUACY atA�If L f BEAM TO BE CERTIFIED f/d0 5,5.UC scam BEAN TO BE CERRFEO I/4 0 S:S.,LAC;SCREW BY REGISTERED ENGINEER l F 0 4"Q.C.W/! }%2'MIN. ,BY REGISTERED ENGINEER F • 0 4'OC'fY/1•tj2'MIN OR AIKNAECT PRIOR ate'y Q' E• OR ARCHITECT PRIOR " THREADED'PENE77LARDN TO SHUTTER fNSTALLAfiON t,"'}'}' �,G - �(/:,� THREADED PENETRATION 70 SHUTTER INSTALLATION.("�'> - C O2b' 0.25' Iii 0.25' 41_{ i..;4001%'.,+\�t!! It AI V" ! f �^ �I t '.- tAH t..�fytso l 5 ! 0 C�................ ..rri N/V oo I - '1 ( Cont I ,Gant. Cont o I , Cont. .0 - . a mu / I N /, SEE SCHEDULE'- -®® '^ FXIS G .SEE S SCHEDULE 0 -? / p £1<ISJTNG,✓ SE HEDULE 1 o J SEFOR Min.PAR-0fi0N G • SEPARATION- ? t;�' E705p G1 SEE SCHEDULE' GUt55 ^SEPARATION q [A�"G ID GLASS. .. T0,GLASS' I _`. Cass' — 6EPO Min. , 001 TO GLASS. I O • I TO GLASS I I W 'OETA/ 2 . x L MM :T/4 ..1 ' I ci ' tzl '�: .. . O 4 +D ,4. n' DETAIL 2 d' j ' k .7/8'0 r 332" I • J/6'0 x 3/32' A�� 7j6'0 x 3/32' • zt 7/B'0 r.J/32' WING NUI'o Y�8 WING STUD W EVERY U: Y/8 WING NUT 0 EVERY STUD EVERY.STUB t9 12'0.C Cant o 12'O C. Cont. E Y2'O.C ® 0 /2'O.C. 10 I ♦ ALTERNATE I P ALTERNATE Cgn1. 1.ia Cont[Is:a LEG LOCATTO LEG LOCATION1 L."1 r ';_ T.1,25 ���__ �, 1.,25.ii' _ - ,.;II L f25 .L L ii'_— - li _..' z'o 6' z..6. 2'r B' - 2'r a-_. --W000 DECK _ —WOOD'DECK WOOD DECK; --WOOD DECK 'RfOWRm REQUIRED I- REQUIRED P-, REQUIRED INTERIORLY REMOVABLE PANEL@W/W/ •INTERIORLY REMOVABLE PANELIOW/ - 1/4.0 LtGSCREWS B 2'O.C. 1/4"0.IAC SCREWS 0 4'O.C. "SIDEWALK BOLTS £E DETAIL 2} .SIDEWALK 8OL75 ALTAR 2}- W/1"12 MIN.THREADED-PENETRATION W/J 1/2'MIN THREADED PENETRATION 1/4 C LAG SCREWS o 2'O.C. CAT( ]B TO 0&PA 5/811 CONN TO 1 THRU 5/60 f/4'q LAG SCREWS 0 4'O.C. W/1 I/Z"MIN. THREADED PENETRATION .HOLES AT 1 0 6.O.0&FASTENED W/1 1/2'MIN THREADED PENETRATION- HOLES ON J 0'TO V &,FASTENED AT REAR IT 7/6 0x3/32`WING NUT AT REAR W 0?/8. SID BOLT: 32-WING NUT 0'EVERY SIDEWALK HOLT ALTERNATIVE 735 ALTERNATIVE 738 ALTERNATIVE t 4A' AL-T�RNATIV£ 14$ CEILING & FLOOR MOUNTING-INSTALLATIONS CEILING & FLOOR MOUNTING INSTALLATION' SECTIONS 13 " SECTIONS 14' SCALE: 1/4'o 1' SCALE: 1/4'® i' .1975". 1/4=20x1'5.5 SIDEWALK'TILTS', L}) W/3/e•SLOTTED HEAD.FIXED_MI ijj INTERIORLY REM tE TANELLD- , - -OM KEY HOLEa�7)s0 6'OC, 7/B 0, e wive-2o NOT:A Rm. NOTE FOR COMBINATION OF SECTIONS: o _ %` REvOYASLE•i PA^ FLOOR/CEIUNG MOUNTING SECTIONS 04N BE INSTALLATION DETAILS ON EXISTING WOOD .-BUILDINGS '-= y j •( COMBINED 1N ANY WAY TO SUIT ANY INSTALLATION. A • ��II� I h ( ( FLORIDA BUILDING CODE:(Non. Nigh` Velocity Hurricane:Zone) mGar& F ®� ` I I NOTES: 02077 78i3EG0 ioc 0.050"BERTHA ALUMINUM STORM- PANEL La '" I 1. INSTALLATIONS ARE ONLY VALID FOR A.S.O. DESIGN PRESSURE RATING • (2.25"DEEP) DRAWN an •.187s" II ; I I - UP TO +65.0• -65.0 psi'AND PANEL'S LENGTHS UP TO 9•-0" - 07/26/77 .I 1 L E CO EASTERN METAL SUPPLY, INC a,E �: If)HOLE o 6'as 2. FOR NEW WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE SOUTHERN INC. 4269 WEST WADS DRIVE DETAIL 2 — INSTALLATION Of I/4'xI' PINE No. 2, W/:SPECIFIC'DENSITY OF 055 OR EQUAL. ntGAT It,IINO 6 ENGINEERING COMPANY WEST PAW809-2EAar,R 361)8 J7-096 ssiL r ]elh.5t,54•:JOA INEE dens n Anse PHONE:(561)Z09-9267 FAX(56fJ841-1716 SIDEWALK BOLTS 0 REMOVABLE PAI+IEL• �:(735147t-1430 50 Olt' GLfaro{AES TI-4504 a<TI a,rR ,,,, ,,o,,,,,, ow, DRAWING No : SCALE:1"a I' WALTER RDA!TIL p M167 :..i I � r . •SHEET 1,4 OF%4