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HomeMy WebLinkAboutPRODUCT APPROVAL - SHUTTERSSubmit Surcharae Stats & Facts Publications Contact Us BCIS Site Map I Links Search l; a b Product Approval Pr r, USER: Public User %� Product ADproval Menu > Product or Application Search > Application List i I Search Criteria RECEIVED NOV 0 2 2018 ST. Lucie County, Permitting Refine Search Code Version 2017 FL# , 11964 Application Type ALL Product Manufacturer ALL Category ALL Subcategory �+ CANNED ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expir�ti E Y ALL Product Model, Number or Name ALL Product Description Lu a COunty ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL c........w o......I - - A....1-0:....- FL# Type Manufacturer Validated By Status FL11964-R4 Revision Eastern Metal Supply John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Storm Panels -Appravea Dy UnvK. Approvals Dy UbM snap oe revieweu ano raonea oy cne r anu,or UIC a 11eLcbb01 y. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The Slate of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe' Florida =,_'' 47a Product Approval ��'� r rq USER: Public User ,,��a:t--tt aa Product Approval Menu > Product or Application Search > Application List Search Criteria RECEIVED NOV 02 2018 Refine Search ST. Lude County, Permitting Code Version 2017 FL#"" 11964 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Raarrh Roc iltc - ennliratinnc FL# Type Manufacturer Validated By Status FL11964-R4 Revision Eastern Metal Supply John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Storm Panels -Approvea Dy UtSFK. Approvals Dy uCPK snail De revlewea ana ratmea Dy me PUG ana/Or the Lommisslon Ir necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy atatement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® eChe'ck ?iw Credit Card Safe RECEIVED NOV 0 2 2018 ST. Lucie County, mTRlxn wM W/o — t mmx,tRmu.N°�. Wm..»xtNw.tmWN�Wn.G m..xt»ux.mt,.mm„mwnm,�,nx ` XmM.�xl� ,nxm�Ia°mr on,rz.m.,mRWom,.Y,a�.X�lWtn,arz.mrz t..l, ply.m,�r„wwN°tmmat.Xtrtw.ntmXlt�Wam ` • oxnnmx txmolmtwcl 9lvsrvul a °/Vmu '• bl us(.ml• n Nau m>SX..nwm. �xM w M,. xN,.w.xxXNx G,=o, mxm X�M °nn W d 1` x mrt rG ��I�wG.°m+X6[urntµx[°uxvu.Iwu° uw r°Iwo w e�.NW fLLNuruxuae wNt°MH.tfG].nw.cCln. 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(1 window senlon - -- v�N— IM40 I a z U O Z � W J O U N � W N Ir Q Z U W C Z Q U 17 0. 0 n Z O to y N bi C s Nwm Sectionsand Details S❑. 1 RECEIVED RT ST. Lucie County, Permitting 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL = BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE / BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED. PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A.33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NU USED IN THEIR ANALYSIS. A DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS .# 0321.01-05, # 0812.01-05 AND (i 0119.01-06, PER ASTM E 1886-02, E 1996-02 AND ASTM E-330 STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 AND 3; MISSILE TYPE D (BASIC PROTECTION ONLY) AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 6.2.1.1 AND 6.2.1.2 OF ASTM E 1996-02. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR. 3004-H34 ALLOY. 3. ALL ALUMINUM EXTRUSIONS S ALL BE ALUMINUM ASSD�QATION 6063-T6 ALLOY & TEMPER UNLESS OTHERWISE NOTED. STORM PANEL COMPONENTS STUDDED PLATE AND U5 SNAP CAP ARE PATENT PENDING. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL. WITH 35 ksi MINIMUM YIELD STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4'0 S.G. TAPCONS AS MANUFACTURED BY TRY/ BUILDEX. -1/4'0 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4"0 X 3/4" SOLD SET ANCHORS, AS, DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G. TAPCONS IS 1 3/4"; FOR ELCO PANELMATE AND ELCO TVAS IS 2". A.2) 3/4-0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. -1/4.0 -20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO. STUCCO. �P NOTES: 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G. TAPCONS, ELCO PANELMATE, ELCO HAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". B.2) -3/4"0 SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO EMBEDMENT INTO. STUCCO SHALL BE PERMITTED. 1/4"0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE. AS INDICATED ON NOTES IN B.1) & 8.2) ABOVE. (C) TO EXISTING WOOD FRAME BUILDINGS, SEE SPECIFICATIONS ON .SHEETS 12, 13. 14 & 15. ANCHORAGE .SHALL BE PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER FINISH. (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 (SHEET 4 THRU 8)EXCEPT THAT HEADERS 2, 3, 3A & 4 SHALL NOT BE USED. 8.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE 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 15 TO SEAL/CAULK ALL SHUTTER 'COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 10. (0) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROWDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHEDOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE. CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) TTHIIST PREPARED T. BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THA ' A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY t j SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE. OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. (B) TO EXISTING CONCRETE BLOCK WALL-' -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4"0 S.G. TAPCONS AS MANUFACTURED BY ITW/ BUILDEX. -1/4'0 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. � p/ THIS DRAWING SHALL ONLY BE USED TO -1/4'0 x 3/4' SOLID SET ANCHORS, AS DISTRIBUTED 8Y ALL POINTS SCREW, BOLT &SPECIALTY COMPANY. r1r7IlGp1 1 ! �"L 10 OBTAIN PERMITS IN THE STATE OF FLORIDA % % NO' 4is% ; * FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 nUECO, ING 0.050" BERTHA ALUMINUM STORM PANEL Le. STATE QF' a • .... ,, ,1 S�{q� (2.00" DEEP) --MIL C O .we. EASTERN METAL SUPPLY, INC W£ST ROADS ORNE DRAWN BY. 126117 a�. J `/J1pra.)'L• �T69 TILLIT TESTG_ INh_ ENGINEERING 6'c BEACH_. FL A107 rL -COMPANY 209L_ PHONE: ($6IJ209-8263, FAA':-(S61I611-1716 -- - -T7-097 EB-000Ism . 6719 fa.: (.10s)B]i-Iss1 Mr, n EB DRAWING No WALTER A TILLIT Jr., P.E. a0 tsars R%I AM' FLORMA De. 44167 SHEET 1 OF 17 14.101' (TOTAL WIDTH) 12.000- (EFFECTIVE WIDTH) 1.070' '17O" ID, Q.QAs.APPt CABLE 4'01100" (TIP) I (TYP•) " �0.250 7o N ry II o -'i 2.020' F- -4 2020" i-- FULL PANEL W/ HEMMED EDGES 14.J75' (TOTAL MOTH) 12.000' (EFFECTIVE WIDTH 1.070'� i.070" Q.®AS APPLICABLE r50"(7YP) I RmJ 0 o N C --i 2.020" i- -4 2.020" L OPTIONAL FULL PANEL WZO HEMMED EDGES 8. 151 (TOTAL WIDTH) 6.000 (EFFECTIVE WIDTH) 1.070" 4.850• 1170' AS APPUCA9LE T 'o 0 O 250• N hh o -4 2.020" �- HALF PANEL W/ HEMMED EDGES 8.425' (TOTAL WIDTH) 6.000"(EFFEC77VE WIDTH) 1.070" 4.880" .11770�' APP/U�LABLE 0 h O O N O -i 2.020" {^ OPTIONAL HALF PANEL W/O HEMMED EDGES Ql STORM PANEL SCALE.- 1/4' - I' I-i i CONCRETE ANCHORS (SEE SCHEDULE)�3"� 1MAr 1MA1n I-3•-}-CONCRETE ANCHORS (SEE SCHEDULE)I 3"-I STORM .PANEL 1Mu�• TYPICAL ELEVATION N. T. S. 1-114" A1ax. GAP 1/4" Max. GAP I SECTION A -A N. T. S. PANELS RETANM AT BOTH ENDS 1YI99I TRACKS m®®®®®@® OR DIRECT MOUNTED # MI /AIUM AS.D. DESIGN PRESSURE R417NG (P..l) Mar. PANEL LENGTH L (ft.) +30.0, -30.0 +35.0, -35.0 +40.0, -40.0 12'-4' +45.0, -45.0 +50.0. -50.0 +55.0, -55.0 10'-0' +60.0, -60.0 9'-4" +70.0, -70.0 8 -o' +80.0, -80.0 7'_0' +90.0, -90.0 6'-3' +90.0, -100.0 5,-7' +90.0, -1 f0.0 5'-1' +90.0. -120.0 4•-8'- +90.0, -iJ0.0 4'-0- PANELS RETARM AT LEAST DV ONE OF TRM ENDS WFM TRACKS 00a OR 0* MAX NUM ASO. DESIGN PRESSURE R4F&G (Ps.r.). M . PANEL L£NGM L (IL) +30.0. -JO.O 13'-0' +J5.01 -35.0 12'-0' +40.0. -40.0 +45.0. -45.0 +50.0, -50.0 9'-0• +55.0, -55.0 8'-2" +60.0, -60.0 7'-6' +70.0, -70.0 5'-5' +80.0, -80.0 5'-8' +90.0, -90.0 5'-0" +90.0, -100.0 +90.0. -110.0 +90.0, -120.0 4'-9" +90.0, -1JO.0 4'-4 1/2' %k NOTE. lox. A.S.D. DESIGN PRESSURE RA77NG & MAXIMUM PANEL LENGTH FOR INTERNALLY REMOVABLE PANELS AS PER MOUAMNG INSTALLA77ONS ON SHEET 7 OF 17 IS + 50.0. - 50.0 P.SJ., W/ 88' MAX. PANEL LENGTH. MAX. A.S.D. DESIGN PRESSURE RATING & UMMUM PANEL LENGTH FOR IIOUN77NG AS PER ALTERNATIVE 11 AND 14 ON SHEET 14A AND 75 IF 17, RESP CTIVELY, ARE +50.0,-60.0 ps.l. FOR 78' MO. PANEL LENGTH, AND +500 .-50.0 p.s.L FOR UP TO 708' PANEL LENGTH. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon 0200 RLTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.00" DEEP). DR W Br. 07/26117 L ETC O EASTERN METAL SUPPLY, INC a,E. DRUNG No SHEET 2 Or 17 2.251' _'ll TJi• 0,15d h .091' 'nw .094' N 1— P-260- t T �2J,6 ��• �' © ' H� �'dLEEDER S C: J/b•-1• .J90• C C rn� 07 �R�ERSEDf' ANGLE TRACKANGLE TRACK 1/4' o -20 S. S. MC9NE BOLT W/ NUT & WASHER 0 12' 0. C. (2) ��ax. 'Uf 9=Q OUT 9=Q OUT .J74• .IGJ• ffi L AUERMTE 1- rEG LounoN 3 .09J• � � �M1S'�20W'� ® F' TRACK ANGLE scuE: Jam•- r 0.010 DP. X 0.010 R. 2.J6B' ffi � Rye 1no 2JJ0• ry 1tp 41iA M1L_ om• alb" _ .17J" A4• n y. PJ.• \\\ 1� JO.�I JO 2.49J' 3A OPTIONAL 3' Max. "U' ROAD HEADER 4O nUH�EdtEDER 1/4' 0 -T0SS STUDRAEUED TD ANOLE :710' r 0 SPACNGS SHOWNO ONSECRONS, 11.0C +75WO W, 1 L J..-L �a6bJ•� j) STUDDED ANGLE bgR1-TJ ANm Atl.OY 10 MINI WALL 1.75'x0.632' ANG�WITH STUD J -,4.-I' © F' TRACK 9) 3' MAX ANGLE BUILD OUT BRACKU :JIB' • r' JT.UE: J/0'- 1• AA£,O) f0 I7- C, .175• r- e 0 0.0 LEI LA T Ec Loarrov \\\\11 OEp.�r ••� N 11 2YSYMAX)1'(MAX`r�i :llLx! 8", ANGLE WITH UD 1 1 N a1s J/4 0-20 ES I .z] • a sE�nEs S. . �a6z• srvD ry T— RFLA7r 70 .666' 750 0 12' Or 2.760-81. 0.750' � I b.J.IS• � � .093' LARGE KEY HOLE (OPTION 1) SMALL KEY HOLE (OPTION 2) O a.szs 857 471— Jog 'tt AT PA.J79 �teJ4iT/ -f.3/b•. r• �, ._ 1• 12A ROUND HOLE NEL 56e 1`It'�� •• . ••��l•dp 12 KEY HOLE AT PANEL Q KEYHOLE WASHER IRS °°° Q \GEN$ ':✓'� JIaS-N1J1 AWm ALLOY --=� Y64�3' - HMT-fb A11G% • ?j \ No 44167 «Iy Ir•,SJ- SGtL .VB; r• . R I.B2B' N �, E! U 1 11 �aaoo a I FLORIDA BUILDING CODE (Non High Velocity Hurricane ILIC .gar•-! l6 OB:O. ANGLE b7s 62017 TUTECO. 1Nc 0.050" BERTHA ALUMINUM STORM PANEL S SNAP CAP — : J1 .. 1-� -�•�' eosf-7a Aurn (2.00" DEEP) .BRAT DETAIL 1: s7uD w/ W7NG Nu7, 07/. IL E C O Ewa EASTERN METAL SUPPLY, INC D - --COMPONENTS - - - -- -- ---- - - ---- ,268 WEST ROADS DRAE SIWT-7E8TIN0`& -ENGWEERING_CONPANY- -- curer WESL�EACFL_iL_J7407 - —f7_ e Cont. CONCRETE ANCHORS -`Mor• CONCRETE ANCHORS CONCRETE ANCHORS (SEE SCHEDULE) (SEE SCHEDULE)_,. SEE SCHEDUL 1.000(.500`.o IPUURED EIPOURED CONCRETE POURED EO. \ CONCRETEED.R£0 R£D1, i j 2 R£OUIRED 1 REOUI ET CONCRETEN 1 •Min. SEPARATION I �!" A&. SEPARATION 70 CLASS TO G(h55 I I W I i i h I i � QPAON ff 1 �.I'.Min. SEPARATION I)� ! CONCRETE ANCHORS SECTION 3A TO GLASS I t IS54•B0-20 OLTS W/ 7/B" I (SEE SCHEDULE) I I3/J2• KING NUT \ I 112" D. C. t u ZOO. I I I I I _.___ 1 I 2 1 %%J POURED ED. D J/ I 1 CONCRETE I 1 I POURE I REOUI.4£D i I POURED) t I I CONCRETE T CONCRETE RNCON RETE ; ���� OR CCRETE BLOCKWA[L i REQUIRED L E9 REQUIRED £ I' A&. SEPARATION 1 T­ TD GLASS y I I 1 t i I 1. 125'1 �--_ .5625' /T CONCRETE ANCHORS GONCRE7E ANCHORS! 250' (SEE SCHEDULE) 6 Cont. OPnON /2 (SEE SCHEDULE) Mar. s cool. SECTION 3A WALL MOUNTING INSTALLATION SECTION ® ANCHOR SCALE : f/2 - I SECTION 2 ���/// ��//,/� 1/4 0-20 r . jS.S. BOLTSpv YANG'°Nt POURED- 10. C. I IZl hBLOCK CONCRETE OR CONCRETE j y � E� REQUIRED POUR CONCRETE 4T .566' E.D. OR COfNµR BLOCK W j I T/B" x 3/32' WINO NUT o VERY STUD C2' q E. D. EOCE DISTANCE (SEE SCHEDULE ON SHEETS 9 @ 10 & 11) CONCRETEDULE) 5 12' O. C. C'W C cxi y N 4 (SEE SCHEDULE) Ng BUl lYl' T,lNSTAb SECTION ® STUD NOTE FOR COMB/NARON OF SECTIONSCont. WALL MOUNRNG SECTIONS CAN BE 1 '�. •: �?�.7 WALL MOUNTING INSTALLATION COMBINED IN ANY WAY TO SUIT ANY /NSTALfATION• �, ; No. 44167 SECTION 1SCALE ' ''/2 ' ' SECTION O STUD VAUD ALSO FOR NOTE : DETAIL OF WALL MOUNTING INSTALLATION - SEC77ON 2 (TOP) E j N W U SECTION ® ANCHOR NT. 'EN POSITION +) CON7. (OPEN POSIRON +) /J2' /D JAL -Y„/ (OPEN POSITION +) SECTION. ®STUD TYP. TOP/BOTTOM WALL MOUNTING INSTALLATION +LM: SNAP GAP I T4 SECTION 4 REMNN CLOSED AT NUN HURRICANE CONDITIONS. SCALE : 1/2' — I' FLORIDA BUILDING CODE (Non High Velocify Hurricane Zone) OPTION /1 CONCRETE 5 E SCHEDULE) SECTION SA RfOUlRm I NN i I � I i I I I I 1 1 OPT7L7N f2 SECTION _5A I I I 1 1 I t I r' M;n. sEPARanoN I TO GLASS 1 I I I I I 1• CONCRETE ANCHORS E. D. c 4 (SEE SCHEDULE) ` I POURED CONCRETE REQUIRED E0. I I E0. �� ,Lz-\\\ i I 1 1 II 1 1 1 I OY I N� I I 'j '4 Cant. � Z'l 1 I h 1 I I I i � y j 1 1 W 1 I N I h ' V 1 I 1 I V N N I' Nin. SEPARATION t 1 TO GLASS I 1 1 Li 4 U i W I i 3/32' < WNG 9 WINC 3 EVERY STUD, L9 42' O.. C C. � 1 Cont. 1 •I� I 1 • 1.125' I S / 77� //71 i POURED CONCRETE I REQUIRED I CONCRETE ANCHORS E. A (SEE SCHEDULE) CEILING & FLOOR MOUNTING --1Q INSTALLATION - SECTION 6 7/8' x J/J2" .WINO NUT 47 SCALE : 1/2" - 1" EVERY STUD O 12' O. C off: K- SOLID SET OR ELCO male PANEWATE OR S.G. TAPCONS 0 © OR ® W/1140-20 SIDEWALK BOLT OR ©'OR Q W/ IJ W/I/4 0-20 '7RUSSHE40 BOLT + + (SEE SCHEDULE FOR SPACING) jALTERTlATE I I OR CONCREn BLOCK WALL i LEG L°G1R0N REQUIRED--� 1 a Cant. j ""••'t 1/4' 0-20 x I ,.BOLTS Y� 7/B I x J/J2 WING N 1. 12' I j 1 t I.i j I j 1 I I I 1 1 I I I'MI,. SEPARATION I ' I I I TO GLASS 14' 0-20 x BOLTS C .S/+'SS W/ 7/B' x WING Nt)T ® I POURED J 'J2" O. C. I I CONCRETE T I OR CONCRETE BLOCK WALL Cont. REQUIRED INSTALLATION - SECTION 7 SCALE : 1/2' = 1' rilLfrjfi°� POURED CONCRETE i 1 E. °. EDCE.OfSTANCE �11` \{� C*.1 .... ~g L REQUIRED y (SEE SCHEDULE ON `11 Pam; .(� LItlS. CONCRETE ANCHORS E. D. SHEETS 9 & 10 & II) '`\ •. -v ••' _ (SEE SCHEDULE) a, No. 44167 NOTE FOR COMBINATION OF SECTIONS : - BUILD -OUT & FLOOR MOUNTING WALL/FLOORICEIUNG MOUNTING SECTIONS CAN BE c �� COMBINED IN ANY WAY TO SU? ANY INSTALLATION. `'. �% /� y P •= a� 11� INSTALLATION- SECTION 5 SCALE : 1/2' - 1' Min. TO SOLID SET OR ELCO male PANELNATE OR SO. TAPCONS ® © OR � W/I/4 0-20 SIDEWALK BOLT OR ® OR ®YI/ 13 tY/1/40-20 TRUSSHFAD DOLT + + (SEE SCHEDULE FOR SPACNG) DIRECT WALL MOUNTING INSTALLATION (D. M. ) - SECTION 8 SCALE : r12" - I' FLORIDA BUILDING CODE (Non High Velocity Hurricane. Zone) 02017 MIECO, INL; 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.00" DEEP) DRAWN BI: L E C O�N�. EASTERN METAL SUPPLY, INC °'a261" 4266 WE5T R6105 ORNf STING & ENGINEERING COMPANY St. m.. ]oa, MRGuu it"s WEST PALM BFACN FL J3407 - ---PHONE` (56 r)209=526�FAY.'-(561)64I=1716 cti u % I. L]OS),9T1-IS10 . ro. 11]WI011-w - ,�,. w - ORAINNG R.WALTER A T1LUT Jr.. P.E.SHEET FLORIDA U . 44167 5 Or 17 SOLID SET OR ELCO mole PANELMATE OR S.G. TAPCONS ® 12 OR 1 , W/1/40-20 SIDEWALK BOLT OR 0 7/8"0 x 3/32" ® OR qW/ 13 W/1/4 0-20 TRUSSHEAD BOLT + + WING NUTS 0 12" O.C. (SEE SCHEDULE FOR SPACING) \ AT PANELMATES OR S.G. TAPCONS I I I I I t I I I I 1 1 I I o I I I I I POURED L I CONCRETE REQUIRED I I t I I I 1 I W I I I I I I 1 I j l t I I" Min. SEPARATION I I I = TO GLASS I I I I W I I I I W I I I U I I I J I I 1 I I I 1 I I I 1 I W I 1 1 W I 7/8" 0 x 3/32" I I I WING NUT ® I I c EVERY STUD j & 12" 0. C. POURED dI CONCRETE I I OR CONCRETE W BLOCK WALL I I REQUIRED I CONCRETE ANCHORS l (SEE SCHEDULE) Cont. WALL MOUNTING INSTALLATION SECTION 9 ----SCALE : 1/2" = 1" CONCRETE ANCHORS (SEE SCHEDULE) E. D. POURED CONCRETE — 1 REQUIRED F--- E0. 1 E0. ---I I I I I I I I I I 7 i I I I i I I I I I I I I I 4 Cont. I I I I I 1 1 N I I I I I I I I E. D. = EDGE DISTANCE (SEE SCHEDULE ON I I I SHEETS 9 & 10. & 11) i I I I 1 I I I 4i j 1" Min. SEPARATION j U NOTE FOR COMBINATION OF SECTIONS TO GLASS j i w WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE y COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1 i I I I I I I I 2 J I I I SIDE WALK BOLTS ARE 3/400/327HICK W HEAD MACHINE SCREW W/LENGTH j 7/8" 0 x 3/32" i I i AS PER NOTES A.2 & 8.2 (SHEET 1) � I WING NUT ® I EVERY STUD I I I I 1 + + o TRUSS HEAD BOLTS ARE 1/20x1/87H1CK HEAD ANOTES ® 12" 0. C. SCREWCHINE ENG JB.2L(SHEET I I I I 1 AS PER A.2 & 1) i ALTERNATE LEG I c j LOCATION I _ POURED I I 1 CONCRETE I I EDGE OF L J REQUIRED L J SLAB IF CONCRETE ANCHORS -- APPLICABLE (SEE SCHEDULE) ED. `7� �.. .� •'•.' a FLORIDA BUILDING CODE (Non High Velocity Hurricane N0. 44167 cmn mnco, INC.0.050" BERTHA ALUMINUM STORM PANEL 9 (2.00" DEEP) aw ° a ° 1 1�4• M%N PENETRATION TO A4LY / IAAX CONCRETE BLOCK & 2• TO CONCRETE ° a ___ ___ _ _ ____ a •a j o / 1/40r8' ELCO mote L POURED CONCRETE �- L PANELMATE NAS ANCHORS OR 1/4' 0 OR CONCRETE BLOCK— TAPCONS OR 1/4. 0 ELCO MALE WALL REQUIRED l i .—ELMATE5 tF EDULE F R SP C C EXIS17NG BRICK VEENER 1 (5 SCN O A /N ). OPTION f f h SECTION 11 W h I' Min. SEPARATION i o TO GLASS z I U I I <n I I I W l I �h• I I W BRICK S BRICK SILL I J 1/4. 0-20 , J/4' I W SS. BOLTS W/ 7/8 0, R J/32• WING NUT 0 12' O. C. a A ° a 1 1/4' A& 2' PENETRATON TO MAX CONCRETE BLOCK & 2• TO CONCRETE I I 1 1/4' MIN I PENETRATION TO 1 EXISTING I I CONCRETE BLOCK 1 ��' / fUSN/NG AS' 1 & 2' TO CONCRETE +/ APPLICABLE- I I I I I I 1 1 I I L____ _ \ I 1 r---- 1 I I I I 1 / / rJ I I 1 l I 2' I 3 1/2•--i 'Coot ,(j1Q F1.'il4J�a 1 MOx. � lKRMax. it,i1��\�5.� .1.1.. < POURED CONCRETE 1/a 0+B• ELCO male \\t`tt�`_; ••�\��'ru-••• OR CONCRETE BLOCK pANELLATE NAS ANCHORS OR 1/4• 11 \ WACL REOUiRED \ TAPCONS OR 1/9' 0 ELCO MACE No. 44167 PANELIM TES (SEE SCHEDULE FOR SPACING). BUILD OUT INSTALLATION �+ — -- - SECTION--1-1-- SCALE: J/B'> I' ELCO mole I—£XlSRN E TLALS ANCHORS OR 1/4• 0 STEEL , OR 1/4' 0 ELCO MALE AS APF IS (SEE SCHEDULE FOR SPACING). n OPTION f2 SECTION 11 A E. D. � EDGE Ol57ANC£ (SEE SCHEDULE ON SHEETS 9 & 10 & III 80LTS ARE J/4 0XJ/J211HICK SIDE WHEAD NOTE FOR COIABINATTON OF SECTIONS : iALK CHR ENGTH AS ER NOTES A2 & B.2L(SHEET 1) WALL/FLOOR/CEILING MOUNTING SEC77ONS CAN BE TRUSS HEAD BOLTS ARE 7��20x1/8•RiIOK HEAD NACH/Nf SCREW COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. W/LENG7N AS PER NOTES A2 & B.2 (SHEET T) FLORIDA BUILDING CODE (Non High Velocity Hurricane ADJACENT INTERIORLY ADJACENT PANEL I —REMOVABLE PANEL STORM PANEL 1/4' Max. GAP SECTION B—B SCALE : 1 1/2' a 1' 8 (BOTT) 12A,128 8 (BOTT) 1/4 =20r1' Ss. ADJACENT SIDEWALK BOL75. PANEL IV/ 7/8' X J/J2' INTERIORLY W1NC NUTS AT OVERLAP STORM PANEL ADJACENT I J PANEL (BOTT) 12A,128 Lip 8 (BOTT) INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION SCALE : 1 1/2' - 1" \ 1/4' 0 TAPCONS CONCRETE ANCHORS ,. � 0 6' 0. C. IV 1 1/2' Min. THREADED AT 6' D.C. / /'/ \ _ENETRARON TO EX/SRNG WOOD J HEADER. \ h H o p POUREDCONCR_ REQUIRED W 2 OR ANY OTHER 7 TOP TRACK T \,Y \�\,\\ �`•\`, \. ! Cont. I I 2 OR .ANY OTHER ' I Cont. TOP TRACK 1/4' 20r1S.S. ;j -� V/OOD HEADER �, SIDEWALK BOLTS. IV/ 7/6' X 3/J2- ) -� I j i REOOfR£D t I WING NUTS AT j I OVERLAP i u f q \ It I i i J I 1 1/4=20r1' S.S. —�� Q SIDEWALK BOLTS. V// 7/8' X 3/32- j 7/B' r 3/J2' 4 1" Min. SEPARATION t tl fWNG NUTS M —�iflf �� � WING STD 0 i TO GLASS ( k OVERLAP 1/ 0 12EVERY O. C. POURED { !!.%/;/�i.�/ ;�r� i j eo •,' _ _`'l t / �o CONCRETE OR CONCRETE' BLOCK WALL C I 7/8' x J132' - I REQUIRED W j �I, _ t'/JNG NUT 0 j I EVERY STUD 0 12' O. C. \ I1 p WE" s SOLID SET OR SC TAPCONS-� ! '/ I ! II I T/9' 0 ELCO PANELMATEs OR PANELMATES MJCHORS /. I IV44DD STUD OR S.G. TAP1ON AO 1 DW 2- MIN. 0 6" O.C. AT ADJACENT i RE020. I ED C. OFPLATE0 6T O.CW/D� PANELS 0 ADJACENT PANELS WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECT/ON 12A SCALE: 1/2' - 1' SECTION 12B SCALE. '/2' ` ' INTERIORLY REMOVABLE STORM PANEL SECTIONS MAX. A.S.D DESIGN PRESSURE RATING = +50.0, -50.0 p.s.f. ,`��, �t�'��S'�C'•:�� C FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon Na. 44167 02017 icrECO, rNc 0.050" BERTHA ALUMINUM STORM PANEL c.C. 1 (2.00" DEEP) DRAWN BY., o �N�. EASTERN METAL SUPPLY, INC 07/a`,E/..17 IL E C O 4266 WEST RINDS DRAT __ n_.CC•• � A d_`i_ �� TIWT TESTING B ENGINEERING COMPANY WEST PALM 6EACN, .' 33407 s/�,A•'••••• 1.`rr����=/111 — SFlme (]uSj9il 160 Nat-t)0" ��]lea 'PHONE:-(567)209-BT6J.-FAX.'(561)89I-177H _ - - _ D 37NG c 1VItT�L �eev tell EB O!)06714oaesna, ntt OIUWfNC N< WPLTER A TIWT Jr., P.E. aD te-aJ M/r FLO RIDA Lic. 44167 SHEET 7 OF CONCRETE ANCHORS (SEE SCHEDULE)) F POURED ElI D. CONCRETE REOUIR£D7 • Min. 'SEPAR/ TO GLASS 1.000' 718' x WING NUT 12' 0. C. 1/4" 0-20 S. S. WCH/NE BOLT Yl/ NUT & IYASHER 0 12' 0. C. 7/8'x J/32' '• WING NOT =-1I EVERY STUD ® 72" O. C CUT PANEL I 2' x 4 725 3105-H14 OR 6063-T6 ALLOY } H ConL 'Alum. ANGLE 1 a CASE A (Plan ) zi W SCALE • 114" = 1' U 3/32- O 1 I POURED CONCRETE C. OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 4 (SEE SCHEDULE) E .CEILING & FLOOR MOUNTING INSTALLATION - SECTION 13 SCALE : 1/2" - 1' E.D. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9,10 & 11) NOTE FOR COMBINADON OF SEC77ONS WALL/FLOOR/CEILING AIOUNRNG SEC77ONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLADON. POURED CONCRETE OR CONCRETE BLOCK WALL RfONRED. (-2.500" /din. CONCRETE ANCHORS I 2,5 l-.POURED CONCRETE OR CONCRETE BLOCK 0 12' O. C. _�., Alin. WALL REQUIRED COCRETE ANCHORS 1'000" 012 ' O. C _I 2' x 2• r .055" TO ALTERNATE LED LOCATION �( 2' r 5' r .0550 ConL Alum. ANGLE OR .080' J105-H754 SHEET c MErAL Alum. BENT PLATE CASE C�Plan )) SCALE.• 1/4' 2' x 3• x .093' 3105 H-T4 OR 6063-T6 ALLOY Cont.. Al... ANCLE� WITH ANCHORS & 12' O. C, 3 1/4' GAP CASE D (Elan )D�Plan ) SCALE. • 114• = 1' 7R4CKS (TYP) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 114 a 0 4' x A x 72' 2 O. ® 4' '.T 3f05-HIA OR 6063-T6 ALLOY f W/JACKNTJT Cont. Al... ANGLE CASEF B (Plan) CASE E (Plan) END CLOSURES DETAILS SCALE 7/4"= 1i4l•' '��CENSF7•., y ; FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone V. 4Y16! 02017TILIEL'O, ING 0.050" BERTHA ALUMINUM STORM PANEL L.c * : (2.00" DEEP) DRAIYN W. -d C ' O /'� C EASTERN METAL SUPPLY INC 1 °'DOE" L•■', �'•` :,•�+�. '• yv y{__ _ 'r __ • TILUT TESTING & ENGINEERING COMPANY 4268 HEST ROADS DRIVE -WEST PAW BEACH, FL. J3407 "'(5J -FAX:-(JBf)B41=i7Tb - —1_%-�97 ff SA V �1f ss'�t1YINt. M5 N. SGtn. 54 Ss ]0! wtG'Np °MCu;A R ]J;86 N. q,w ;.(ypS)BTf-1}]0 . Tm ; (]py)BTI-fill EB-0006719 PHONE60209=826 DR4H'WC No a"•19 0 on yrz r.rl••• WALTER A. nLUT Jr.. P.E. 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RL -R ro w.cHrc ).lR'a'19 ro etlSO4Pl - ro m a n •tr 1Q 1NSaa9r £ar-W ro Cpn'C6ElE ro J SON9r PAA9Y4fLS ro [M, m ro IJITatR1' PAY• .0t7 ro oarrxnr NAS ro MtSavAr 12' N/A 12' N/A fY N/A 12' N/A 12' N/A I (TOP) 12' I I/1' 12' 12' 12' 12• 12' 8 1/2' 1. 8 T.I. I (BOTTOM) 12' N/A 12' NIA 12' NIA 12' N/A 12' N/A 2 (TOP) 9' 11". 9' 9' 9' 9• 9' 8 1/2' 9' 8. 1/2' 2 (BOTTOLQ 9' N/A 9. TUA 9' NIA 9" N/A 9' N/A JA (TOP) 9' 11/2' 9' 9' 9' 9' 9' 8 f/2' 9' B 1/2' S (BOTTOM) 12' 4 1/2' 12' 12' 12' 12' 12' B 1/2' 12' 1 8 1/2' 4 (TOP) 12' 4 I/2. I2' 12' 12' 12' 12' 8 1/2' 12• a 1/2' 4 (BOTTOM) 9• NIA 9. MIA 9' N/A 9' N/A 9' NIA 54 (Top) 6 1/2' N/A 7 ',1' N/A e' NIA .7 1/2' NIA WA NIA 5 (BOTTOM) 9. NIA 9 1/2' NIA to' N/A 9 1/2' NIA N/A NIA 6 (Top) .4aA -,tDO 6 r/2' N/A 7 1/2' N/A e' NIA 1 7 1/2' NIA N/A N/A 6 (BOTTOM) P O' ♦60.0. �QO 6' N/A 6 I/2' N/A 7' N/A 5 1/2' N/A NIA NIA 7 (TOP) 12'-6' 6. NIA 6 1/2' NIA 7' 1J/A 6 1/2' N/A WA N/A 7 (BOTTOM) N/A N/A 12' • 12' • 12' • 12' • 12' • 6' • 12' • 6' • 8 (TOP) NIA N/A 12' • 11' • 12' • 12' • f1' • 6' • 12' • 6' • B (BOTTOM) NIA NIA 12' • 11. 12' • 12' • 12' • 6'. 12' • 6' • 9 (TOP) 12' 4 1/2' 12- 12- 12' 12' 12' 8 1/2' 12' 6 r/2' 9 (°OTMAO 9' NIA 9 1". NIA 10' NIA 9 1/2" NIA NIA NIA 10 (TOP) 6' NIA 6 ' N/A 6' NIA 6' NIA NIA N/A 10 (BOTTOM) 9. 4 //2' N/A NIA N/A NIA 1 9' 1 4 112' 1 91 4 1/2' IIA (TOP) 9' 4 I/2' N/A NIA NIA NIA 9" 1 4 1/2' 1 9' 4 1/2' II (6077VU) 6' fl/A 6 ' 1/IA 6' NIA 6' N/A N/A NIA '13 (TOP) 6' NIA 6 ' 11/A 6' NIA 6' NIA N/A V/A 1J (BOTTOM) USE 6' GC FOR PANEL LENGTHS LARGER THAN 10'-0' AND USE 12' AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EOUAL OR SHORTER .THAN 10'-0' .. MWVUN ANCHOR SPACINGS ARE VALID FOR J f/2' EDGE DISTANCE. FOR ED. LESS TH4N J 1/1; REDUCE ANCHOR SPACING By AIUL77FLMG SPACING SHOWN ON SCHEDULE Sr THE FOLLOWING FACTORS. (NY11E. Min. E0. FOR SOUDSET ANCHORS 5 3� FOR TN/5 OPERADON l0 BE POSSIBLE, REDUCED SPACING OBTAWFO USING FACTOR SMALL N07 BE LESS TH" UbWUUM SPACING INDKATED FOR EACH ANCHOR rrPE AT ANCHORS LEGEND. FACTOR ACTUAL E D. rAPCON (REGULAR) SG rAFCON, PANELM4TE OR PANELM47E TYAS SOLID SET J' - .86 .75 2 1/2' - .71 .50 y - .50 - 1 1/2" .35 - - A£0. - M4r6Rl f MSJAPS SPA HM E A - J Ijl'• • vpLvgE ro =vwT / tr ANt't -,ION WYdIU9 PAla IAGM i' (Ni P.HSSIN£ PAr4Ti (p.A7J RLOULIa ro LM[%'EJr Ll^LO'6 ro MtQ4PJr SIXID ro Cp11GLlL X, ro rf456lRr £0.UFGV r0 GOACRLQ rp JNS9NF1' P ro C'64pCa' WRS ro M45(LMY PA-m ro M•LA'1TE IYAS rp MlSp.7tr B 1/2' N/A 9' fl/A 9' N/A 9' N/A 9• N/A I (70P) 9' 7' 9' 9' 9' 9' 9' 7' 9' 7' 1 (BOrTON) 9' N/A 9' N/A 9. N/A 9' N/A 9' N/A 2 (TOP) 9' 4' B' 9' 9. 9. 9. 2 (BOTTOM) 8' NIA 9' N/A 9. NIA 9' N/A 9' NIA 14 (TOP) B' 4' 9' 9' 9. 9. 9' 7' 9" 9' J (BOnom) 9. 7' 9' 9. 9' 9' 7. 9' 7' 4 crop)' 9. 7' 9' 9. 9' 9' 9' 9' 7' 4 (BOTTOM) 8' N/A 9' N/A 9. N/A 9' 9' NIA 54 (w) 5' N/A 6' NIA 7' N/A 7' N/A N/A 5 (BOTTOM) ' 7' N/A 8' MIA f0' NIA 8' NIA NIA 6 (10P) �ypp --o 9' NIA 6' NIA 7' NIA 7'NIA NIA 6 (BOTTOM) 7'-0' 1 0 -l"Ll 5' NIA 6' NIA 7' NIA 7' NIA NIA N/A 7 (TOP) LESS 5' N/A 6' NIA 7' NIA 7' NIA NIA NIA 7 (BOTTOM) NIA NIA 11' 6. 12' 6' 12' 6' 12' 6' 8 (TOP) NIA NIA 12' 6' 12' 6' 12' 6' 12. 6' 8 (BoTIOM) NIA NIA 12' 6' 12' 6' 12' 6' 12' 6' 9 (TOP) 9' 7' 9' 9' 9' 9' 9' 7' 9' 7' 9 (BORON) 7' WA 8' N/A I to' NIA 8' NIA NIA NIA t0 (Top) 5• N/A 6' N/A 6' N/A 6' N/A N/A N/A 1O (BOTTOM) 5' 4' NIA NIA NIA NIA J' 7' 7' 7• IIA (TOP) 3' 4' NIA N/A NIA NIA 7' )• 7' 7' II (BOTTOM) 6' NIA 6. NIA B. NIA 6. N/A 15 (Top) 5 NIA 6' N/A 6' WA 6' N/A N/A NIA IJ (BOTTOM) AMCHOR5 LEGEND df . ANNCHOR 1YPE I ANCHOR SPAaIJG TAPCON (REGULAR OR SC) PANELMAIE OR PMELMAT£ TVAS I J E. D. = EDGE DISTANCE SCUD SET ' J' p�....... op 11 � S d�aa No. 44187 FLORIDA BUILDING CODE (Non High Velocity Hurricane 02017 MTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL (2.00" DEEP) DIN EASTERN METAL SUPPLY INC T °'I L \ r' r �� 1 TIWT�ESTING_6[_ ENCINEERING_CONPANY_ 61t9 xtr, r6N. 54. 5:., ]ps. NRpT:u WSfns, R 1ltH FAvw t (3p5)071-IS10, r•.: (JG!)0r1-1531 P WEST ROADSORNE WEST WEST PALM BEACH, FL._ 35407 PHOfIC (SBQ309-B2BJ, FAX: (561)847-17ifi --- - (-7' ...• EB-OOLLIT J WPLTFR A TILLB Jr.._ P.E. aO -rem 7/Wt I•„�,• r A' DRA 0 r' M7n. SEPAR477ON TO GLASS SCHEDULE) 2 OPnON /! ALTERNATIVE 3A OP77ON /2 ALTERNATIVE 3A —0,; STAWNS % 1 1/2" Min. THREADED PENETRATION W/ 1 1/2' Min. THROIDED. O 41IDHID7H OF PLATE. PZVEM170M ® MIDH7DTH (SEE SCHEDULE) OF PLA7E (SEE SCHEDULE) SECTION O ANCHOR ALTERNAT/VE 2 1' Mtn. I 1 n SCALE 1/2' _ (' SEPARA77ON TO -GLASS I 1 718' y' 1 1 x J/J2' WNG WWG NUT �EVERY STUD 4= i I W � _a• 4 Icire / I W NLO WD W j OF•PUTE.V(SE£ SCHEDULE) -SECTON 0 ANCHOR sTDD x Wr w/NG NUr & MTTO GEC RON 1 1/4' BO0-20 x J/64' i a', 4• Purr. CONi,%i r SS LTS WN 7/' J/JZ• KING NUT ® ; i R£1O,(/�RFO .t Iv` y2jPfTl I) 12' O. C. 0GEAVO, �v 5 Cont. ; NON ®rn1D ,n Lo ALTERNAT/V£ 4 SCALE : //2' = 1" ' .r' N. i 7.77�' NOT£ FOR COMBIAA77ON OF SECTIONS : I I ! V4' 0 7APCONS - t�s ••. dI�IpP•.:' ��4 ,A4 t i 1 • I i w/ r 1/2 M,n. THREADED + b=AAN: SNAP r w C3 S'J/Ny�pNy...... ♦aq�. HALL IJOUN77NG SEC77ONS CAN BE OF PLATE. PENETRATIO(SEE SCCHEDULE) HURRICANE CONOfT70?,Ysl 1 CLOSEDLI COMBINED IN ANY PIAY TO SUIT ANY INSTALLATION. r,4•PUlE 9 COnL ALTERNAT/VE 3 UILDING CODE (Non .High Velocity �urricone Zone ' SCALE: 1/2' - I' 020f? IXTECD, INc 0.050 BERTHA ALUMINUM STORM PANEL L.C. / •� `� I NOTES: I— SECTION ® STUD 1, INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE WIN ALTERNAT/VE l AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 2 2. SEE ANCHOR SCHEDULE ON SHEETS 16 & T7.. SCALE. 1/2' - I• J. FOR NEW WOOD FRAME CONSTRUCTION•WOOD MEMBERS TO fir SOUTHERN PINE N0. 2, w/ SPECIFIC DENSITY OF a55 OR EDUAL. (2.00" DEEP) DRAWN 6r. IL E C O ,n�. EASTERN METAL SUPPLY, INC 07126117 9268 IN ROADS - LITTESTING_&_ENGINEERING-COMPANY- --_ HESLPAL4L6FACH,�L�3J407 _ __ _ _ r7-OBI uw. ]eu. 54 Sa. ]05. NRR�u GMENS, ft)JIeO 'Pl�m:e : (W)Bn EB-0006719 PHONE` (561)T09-826J, FAX.• (561)841-1716 - DRAMNO No � � WALTER A TILLrr Jr., RE FLORIDA U . 44167 a a0 Ifi•CA! i.s/i . SHEET 12 OF 17 0 I' Min. I I' M;n. SDDARAAON T— TO GLASS I + I I +1 I OPTION Af ALTERNATIVE 5A \ {77 1/4' 0 1APCONS THREADED PENETRATION HEATO EXISn�65�JTEDUGE DER. I I J � I WOOD HEADER REQUIRED 1 1 OPTION /2 ALTERNATIVE 5A THREADED PENEIAAnON (SEE SCHEDULE) _ALTERNATIVE 5 SCALE : 7/2' m 1' WOOD TRUSSES OR RATTER O 24" a C Rercu EO Jill-1 1' x 4• X I/B• (606J-T6) I � A(�/u)m. TUBE W/ I C X. J/4' I I CA 5/16 o X S TO SOW/BUILD'X W i t�ACNJOST 17EK SCREWS I 1 LOCATE SCREW :O 6. O.C. ' 4 Cant. AT M1DW/DIN OF I I I XO00 1 I MEUSER (2' Mn. NOMINALW7OTi) 2' M;n. i H THAEAOED TN 'I I i I I T I- 6xx1 N PENETRATON. I ALTERNATIVE I 6A wi 19 SCALE : 1/2• . I (LlMITEO TO +60.0, —66.0 p.s.f. DESIGN LOAD AND UP TO 9'-0" Mox. PANEL LENGTH) z �Jtl I I 1' Mh I I i 2 4 � 70 GLASS I i 1 I w' i 1 7/8' J/J2• I I I WING NUT O' 9 t EVERY STUD O 12. 0. C. I Cont. I I 2 X 6 WOOD DECK REO'D. j w S 2 X 6 WOO DECK REO' j NW/BU/LOIX + TEK SCREWS � 8 Cant. hD I i + 1�4' 0-20 x ' J/a• S. 7/S BOLTS I I i W/ I WING NUu X 3/32' T O }; ' I I 1 + I h ' T W' ALTERNATIVE 7A SCALE : 1/2' - 1' 9 LIMITED TO +60.0. —66.0 p.s.f. DESIGN LOAD L`I AND UP TO 9'—O" Max. PANEL LENGTH) U I 1 � 1•M;n. I_SEPARAIWN I v WING I 7/B', + 4 TO GLASS I I i � EVERY I I � j 1/4:.0-20 r ' I J/4 S.S. BOLTS t IV/ 7/8' x 3/J2' I w WAN NUT 0 D 112" 0. C. I D. 71 .Coot. ' 1 • 1/4b TAPCONS W/ I 1/2- MIN I/4'0 TAPCONS WI f 1/2- MIN. THREADED PENETR4170H (SEE SCHEDULE) THREADED PENETRATION ALTERNATIVE 6 (SEE SCHEDULE) ALTERNATIVE 7 SCALE: 1/2•0 1 SCALE. 1/2' - I' NOTES.. 1 I I {A I � I 1 j WOOD HEADER REQUIRED I j i I I I i I'. Min. SO-ARA77ON TO GLASS �'TRS�ANEL MASODNS / 2' M/M THREADED PENETRATION O MIDWIDTH OF PLATE. 1YPlCAL TOP, & ALTERNAT/VE B BDTror''j' p p,,>�- SCALE : ,/2' m r' 11,''`�,�r`�• ..... !/� arts �1 �,�G il�s�; •.,• �,r �F) I. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING Q •. A•R 14 AND PANELS LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) NOTE PoR COMBINATION OF SECTIONS; = !C1?IO�.. : S4 (' 2. SEE ANCHOR SCHEDULE'-0N SN£ET 16 & 17. . Y11ALL/FLOOR/CEILING MOUNACA NG SECTIONS N BE '- jsLA �••........ _. COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 3. FOR NEW WOOD FRAME CONSiRUCITON WOOD MEMBERS To BE SOUTHERN •xxr7xrrr•'•i PINE N0. 2, Yi/ SPECIFIC DENSITY OF 0.55 OR EQUAL. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon C2017'nLMW, INC. 0.050" BERTHA ALUMINUM STORM PANEL (2.00" DEEP) I.C. DRAWN Or I L E C O IaC. EASTERN METAL SUPPLY, INC °'a`/" _TILUT_TESTING-&_ENGINEERING-COMPANY- 0155 N.'x. —5, s.. M. N , WlmfnS. n. S.tles Mona : (555T511-Iw. . m (J0.1T9T1-IS]I EB-OODS719 4266 WEST ROADS DRIVE — - WEST-PAW-BEACH_FL-JJ407 PHONa (561)209-B26J; FAX.' (56!)841-1716 - —17-097 DRAWING N. �m cvc Z o�mw WALTEA A j JT.. P.I. RORIOA Lie, 4A1fi7 a 15E 7/IMI s SHEET 13 OF 17 I i LJ I I I WOOD HEADER j j REQUIRED I I 1 I I I 1 1 I I I r--- SEPAR47ION I ! I TO CLASS I I I 1 I i I I j I 1 1 I 1 t j I I I I I I I ! I I I I 1 f I I f I I i 1 I I I I I I i I I I I I 1 I 1 I i I i I I i I I I I 7 1/4" 0 LONG ELCO PANEL MATES OR S.G. TAPCONS W/ 2" Min. THREADED PENETRATION TO EXISTING WOOD HEADER. (SEE SCHEDULE) I I I I I 7/8'0 x 3/32" WING 'NUTS ® 12" D.C. I I I I I N I W y I I 1 I I W I U I y 1 I I I ti 7/8" o JIJ2' 1WNG NUT j EVERY STUD W I z I 4 I I e W000 TRUSSES^OR RAFTER ALTERNATIVE 1 OA SCALE : 1/2" = I" (LIMITED TO +60.0, -66.0 p.s.f. DESIGN LOAD AND UP TO p9'-0- Max. PANEL LENGTH) •T� � 1 I I I I I I I I I 71810 x 3/32' I WING NUT ® I I 1 EVERY STUD I 1 ® 12" 0. C. 1 I i I I 1 1 i 2" x 6" Cont. 1 WOOD DECK REQUIRED (NO FINISH 1.000" l . \.J I I I 1 MIN. ALLOWi' 2" x 4' PLATES Cont. I REQUIRED_ 1 7/4" 0 TAPCONS W/ 1 1/2" Alin. 1 THREADED PENETRATION ( �r ® MIDWIDTH OF PLATE. (SEE SCHEDULE) - I L 1/4' 0 TAPCONS ALTERNAT/VE 9 1 ALTERNATIVE 1 O TH THREADEEDD PENNEE TRATION SCALE : 1/2" = 1" (SEE SCHEDULE) SCALE : 1/2" = I" --INSTALLATION-DETAILS-ON -EXISTING-WOOD-BUILDINGS- -- -- - - -- 1" x 4 x 1/8' Min. (6063-716) Alum. TUBE W/ (3) 5/16" 0 x 4' LAG SCREWS TO EACH JOIST. LOCATE SCREW AT MIDWIDTH OF EXISTING WOOD MEMBER (2" Min. NOMINAL WIDTH) W/ 2" Min. THREADED PENETRATION. NOTES 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING & PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 7�1,If0arlir�rr, NOTE FOR COMBINATION OF SECTIONS 111(("� �• TI�1 J WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE,% Q�.:'�G`NS •'per COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, o ' 4167 FLORIDA BUILDING CODE (Non High Velocity` MUnccone Zone 02017 miECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL La (2.00" DEEP), DRAWN BY. L I E EASTERN METAL SUPPLY, INC 071,2;" 42ti9 WEST RMDS DRNE NO-&-ENGINEERING-COMPANY --- WST-PALU-SE4D 4-Fl._,),T40T PHONE f7-097 SL. 51s. ]M, vgGNl� ct4G015, M1 s1.6, u191Ee-0006719 (xsMn-f0.1� (560209-8264 FAX: (501)841-1716 DRAWING No orsmaw LTER 0. 11LLn Jr., P.E.aK ITMD'A Ue. 4157 a . SHEET 14 OF 17 i 7/B' Min. 2' EXISTING 1 7 B Min. 2• EXISTNG PENEM4770N rMax.� BRICK VEENfR 1/40x8" ELCO male PAN£LMATf PEN nON Max.y BRICK VEENER 1/40x8 £LCO male PANELMATE NAS ANCHORS-0R 1/4 0 TAPCONS 1 NAS.ANCHORS OR 1/40 TAPCONS (SEE SCHEDULE). SCHEDULE). / � 3 0 C _ �_ 7 ®cone. 1.250" J - I --- - - - - .500" a I M 1 250" WOOD I ./ I� WO00 HEADER i H HEADER REQUIRED REOUlR£D L EXISTING ont.� H EXISTING I I AS APPLICABLE N7EL I DI STEEL ANGLE LINTEL I I I W AS APPLICABLE 1' Min. i 1 I I 1 SEPARInON I II i' 17 I r TO CLASS I 1 r-SEPARATION I 1 W A ^ j 71 TO GLASS `H.. OPTION J1 ALTERNATIVE 1 fA EXISTING Z ✓r4, BRICK SILL } WOOD PLATE 1 ExIsnNG I � jV AS APPLU' 7' Min. rAPP[x.IBLE 1 PfNETRA.nON t y OPRON J2 ALTERNATIVE if NOTES 1. INSTALLATIONS ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATING AND PANEL'S LENGTHS As PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 2..SEE ANCHOR SCHEDULE ON SHEET 16 & I J. FOR NEW WOOD FRAME CONSTRUCTION.- WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF a55 OR EOUAL. NOTE FOR COMBINATION OF SECTIONS WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE C--T-- -- ------ --- -- i n i I COMBINED IN ANY IYAY TO SUIT ANY INSTALLATION. I Max J.500' I I 1 �I 2' x 4' STU05 5 Cont. ..JJl.. ® 16' O.C. Mox. REO'D IXISTINC Min. 1/2• PLW/000 \-EX/STING \ J 1/40 x 8" ELCO male PANELMATE 7.0 S (7YP) W/ FASTENING BRICK SILL 1/4' P-20 x 3/4' NAS ANCHORS OR 1/40 TAPCON TO STUDS AS PER SS BOLTS W/ 7/8'x (SEE SCHEDULE) TO EXISTING PLYWOOD. SECTION 2J04 OF THE 3/32' WING NUr FLOR/DA BUILDING CODE. 0 12' O. C. ALTERNATIVE 11 BUILD —OUT INSTALLATION 41Ty��A.Fg����'"' 1 ;�, SCALE . 1/2' _ 1' 11i �� ,.••••••... ✓�� P \GeN ab * VALID FOR MAX. A.S.D DESIGN PRESSURE RATING +50.0, —60.0 p.s./. FOR UP TO $ '. 78" PANELS LENGTHS, AND FOR FOR FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone +50.6, —50.0 p.s.i., PANEL LENGTHS GREATE� NQ.4067 •, 020177XIECO, INC.. 0.050" BERTHA ALUMINUM STORM PANEL L.C. 78" UP TO 108" i s �k (2.00" DEEP) DRAW Br.• /� A, [' A �` �/ [��/ [� /'1 p//mac `. `' ` 4 t. •�V_ IL EC O INC. EASTERN METAL SUPPLY INC T 426E 07126//7 D4TE - -I%��[�%A /-�J-/-f'iLLfi-TIQ —DE TA IL.J--0 —E I J-TIN{J—W-00D—BUILDI/Y-{iJ---- �v\C'`� 1' -' p • �.(. - -4VSIe],_,6]O _ TILLT TESTING_ 6LENGINEERING_COMPANY_ NEST 17O405 ORNf _ Nc"3T PALM BEACH, FL IM07 -- —!7�097 - V ION A� e]5! ear, xi ri. Sla bs, YAG`,u G-M n. 5nee Foy PHONE: (560209-B26.J, FAX.• (96 )NI-1716 . : cJCSi�7,-'MI EB-DDO67T9 E'a mrz ORAN7NC Na WALTER A. TILLR , i P.E. FLORIDA Uc. 44187 1 G'D I5-wfi SNEET, I4A Or 17 II 1/4' 0 TAPCONS W/ \ \ r l 1/2' MIN. THREADED PENETP4170N TO EXISTNG WOOD HEADER. 1/4" 0-20 S. S. MACHINE (SEE SCHEDULE) r BOLT W/ NUT & WASHER f2' 0, C./ /WING e i6 Cant 1•--{ NUi 0 EVERY STUD u�j I O 12' D. C. 1 . 9 1 1 �Li Conf. u Li WOOD HEADER I H j REQUIRED I I I I = h \ 7 1 (" Min. SEPARGLASS TON 70 GLASS 1 7 I 1 w 1 I I ti I I j 7/8' 3/J2' x 1 O I 12' . C. I I 2 X 6 H'O00 I j rDECK REQD. i f 1.000' t I � I 7/4.0 TAPCONS I W/ I f/2' MIN. MRDWED PENETRATION (SEE SCHEDULE) ALTERNATIVE 13 SCALE: 1/2'- 1" NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING AND PANEL'S .LENGTHS AS PER SCHEDULES ON SHEET 2 2 SEE ANCHOR SCHEDULE ON SHEET 16 & 17. 3. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NOTE FOR COAfB1N477ON OF SEC77ONS WALL MOUNTING SEC77ONS .CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALL4770N. M7n. SEPARATION 1 TO GLASS I 1 1 s 7/4' 0-20 r 3/4' � C � 2i4' WOOD 7' ------------- PIATf REO'D. '�nI I 11 I e 7 I i Ii I I rl_ I 1 1/4 0 TAPCONS, 11410 1 S.C. TAPCONS OR 1/4 0 PANEL WTES W/ FULL eOR©Cool. THREADED PENE7R4710N TO PLYWOOD. (SEE SCHEDULE) EXISTING M'n. 1/2' PLYWOOD TO STUDS S FASTENING TO SAS'PER SEC77ON 2304 OF THE FLORIDA BUILDING CODE. ALTERNATIVE 14 SCALE: 1/2'- I' * VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING +50.0, -60.0 p.s.f. FOR UP TO 78" PANELS LENGTHS, AND FOR +50.0, -50.0 p.s.f., FOR PANEL LENGTHS GREATER THAN 78",t/PiiaA� i08" IVU. R9101 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0201777LTECO. INC. 0.050" BERTHA. ALUMINUM STORM PANEL L.C. (2.00" DEEP) DRAWN BY.. e r G C O EASTERN METAL SUPPLY, INC 07,126117 &4 INC. 4268 WEST RaNS DRIVE STING @ ENGINEERING COMPANY - HEST PAW BEACH, FL M407 - - — ___1-7-097 SL 9a. ]m. Np¢n 4WG019. rt ]Ills (30319a1-IS]9 . Fn : (XC19a1-19]I EB-0006719 PNQNF.-(56f)209=826J.-FA.K' (561)84/-7716_ DRAWING N. o� WALTER A. TILLR Ja., P.E. m 1]-a9 /'"'� 4 FLORIDA. Uc. 44167 SHEET 15 OF 17 MA)UHUM A.S.D. DESIGN PRESSURE RATING (j2s f.) AND CORRESPONDING M XIMju ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS '"'UM ASD. DEY.,U OApf?m R ,} HMO FASTOVERB APP"Lf JO ALffAAURVES / @ MIt' COM6YNI10A' OF THEM ANXIUUM PMEL l.L7JGJN 2' (/f� REGIR.IR TAFCONS SG7APCGY � PAY x rw 12' N/A NIA 1 (TOP) 12' N/A NIA 1 (BOTTOM) 12' N/A NIA 2 (TOP) g• NIA NIA 2 (BOTTOM) 9• N/A NIA 34 (TOP) 9• N/A NIA 3. (BOTTOM) 12' N/A NIA 4 (TOP) 12' NIA NIA 4 (BOTTOM) 9' N/A NIA 54 (TOP) 9' NIA NIA 5 (BOTTOM) 9• NIA N/A 6 (BOTTOM) +40.0, -4L10 8 112- NIA NIA 7 (BOTTOM) 8'-0' OR OR LESS NIA 12' 12" B (TOP) LESS NIA 12' 12' 8 (80770M) NIA 12- 12' 9 (TOP) 12' NIA NIA 9 (BOTTOM) 6' N/A NIA 70 (BOTTOM) 9' NIA 9' I IA (TOP) 4' NIA 4' 11 (BOTTO/J) 6' NIA NIA 13 (TOP) 6' NIA NIA 13 (BOTTOM) 4' 4- 4' 14 .(BOTTOM) n dNXIYUM AS.a DESIGN PRESSURE IMF— (PRE) WOAD FASTOfOtS APPLl 117 TO 'A�RI / @YUM ANr CONBNAAY! 7HF.M PANEL LENGM 1' (N.} REGNM TAPC01lS SGIAPCG'! FAI,• 1LIIFS Gy P 5 M T— 12' NIA NIA 1 (TOP) 12' NIA NIA 7 (BOTTOM) 12' N/A NIA 2 (TOP) g• N/A N/A 2 (BOTTOM) g• N/A N/A JA (TOP) 9' N/A NIA J (BOTTOM) 12' N/A N/A 4 (TOP) 12' NIA NIA 4 (BOTTOM) g• NIA NIA 54 (TOP) 5 1/2" NIA NIA 5 (BOTTOM) 5 1/2' NIA NIA 6 (BOTTOM) +40.0, -40.0 5 ' NIA NIA 7 (BOTTOM) >8'-0' UP TO OR LESS NIA 11' 12• a (TOP) • IJ'-0' NIA 12' • 12' • B (BOTTOM) NIA 12' • 12' • 9 (TOP) 12" N/A N/A 9 (BOTTOM) 5 1/2- N/A NIA 10 (BOTTOM) 9' NIA 9' IIA (TOP) 4' •• NIA 4' • 1! (BOTTOM) 6' NIA NIA 13 (TOP) 5 1/2' NIA NIA 13 (BOTTOM) 4- rr 4' •• 4' .• 14 (6OnOM)•- • USE 6' OC SPACING FOR PANEL LENGTHS LARGER THAN 10' - 0' AND USE 12' OC AS SHOWN ON SCHEDULE FOR PANELS LENOTHS EOUAL OR SHORTER THAN 10' - 0" *' VAUD ONLY FOR UP TO 105" PANELS LENGTHS. o. 44167 . AM ASO. DES" PRM.CALTEIM4 24TRJG (P L} HOOD FASWVDM APpmJ x TO or ANY COM .wm OF RIEV UIMMUM PANEL LEAGIH 1' (Rj JAHYX6 SGTAPCON PA � PM61MAIr — 11' NIA NIA I (FOP) 12' NIA NIA I (BOTTOM) 12• NIA NIA 2 (TOP) g• NIA N/A 2 (BOTTOM) 9' NIA NIA JA (TOP) 9' N/A NIA J (BOTID.M) 12- N/A NIA 4 (TOP) 12' NIA NIA 4 (BOTTOM) 9' NIA NIA 54 (TOP) 8' NIA NIA 5 (BOTTOM) e' NIA NIA 6 (BOTTOM) +40.0, -40.0 UP TO 5 112- N/A NIA 7 (601770M) +60.0. -60.0 NIA 12' 12' B (TOP) OR LESS ILIA 12" 12' 8 (BOTTOM) NIA 12' 12' 9 (TOP) 12' NIA NIA 9 (BOTTOM) 6- IJIA N/A 10 (BOr701J) 9' NIA 9' 11A (IOP) 4- • NIA 4^ • 11 (BOTTOM) 6' NIA NIA 13 (TOP) 6- NIA NIA 1J (BOTTOM) 4' • 4' • 4' • 14 (BOTTOM) s VALID ONLY FOR UP TO +50.0. -60.0 p.G.F. MAX. ASD. DESIGN PRESSURE RATING WUN 78' Nan PANEL LENGTHS OR FOR UP TO +50.0. -50.0 P.s.I. MAX. ASD. DESIGN PRESSURE RANNG WITH 96' LIDx. PANEL LENGTHS. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017770SCO, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.00" DEEP) DRAWN Br. IL ECO,Ne, EASTERN METAL SUPPLY, INC 4258 WEST ROADS DRIVE WESr PALM BEACH, FL. J3407 -- ----PHONE 07126117 a4Te _STING h ENGINEERING CON ANY St. St.. .".4. V.Rcvu GanOrs, ft 3ftc! EB -oo . 6719 Tv : (!0.5)8Tt-1531 -000 (55I)209-826.7,- FAX:-(SB!)841=11i6--- -17-097 DRAWTNO Na trt2 Ni[ �. w WALTER & TnI rr Jr., P.E FLU.. 44167 a0 IS-a6 /Je/t I SWEET 16 .OF 17 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS AS UE MiON FR ESSUR£ MIMIC (P.al) IID00 FAgTEWAS Lv.-LE TO 1 / tr N!Y LOMBNA/bN of 11101 J-, m PANEL EEAOo1 L' (,I) REa(RA4 TAPCMYS 6.aJAPLON Its PMQLNIE'TAS I1' N/A N/A I (TOP) 11" N/A N/A I (BOTTOM) II" N/A N/A 2 (TOP) g• N/A N/A 2 (BOTTOM) g• N/A N/A JA (TOP) g• NIA N/A 3 (BOTTOM) 17' N/A N/A 4 (TOP) it" N/A N/A 4 (BOTTOM) 9' N/A N/A 54 (TOP) J 1/2• N/A N/A 5 (BOTTOM) 3 1/2" N/A N/A 6 (BOTTOM) +60.0. -60.0 J 1/2- N/A N/A 7 (BOTTOM) 9'-0' OR UP TO +80.0. -90.0 N/A' 12• 6" 6 (TOP) LESS N/A 12' 6" 6 (BOTTOM) NIA 12' 6" 9 (TOP) 1I" N/A N/A 0 (BOTTOM) J 1/2" N/A NIA 10 (BOTTOM) 9" NIA 9' ILA (TOP) N/A N/A NIA II (BOTTOM) 6" NIA N/A 13 (TOP) 3 1/2- N/A. N/A 13 (BOTTOM) N/A NIA N/A 14 (BOTTOM) rl AS0. Ox6M,N PRESSURE R',v- 0--f) HO FASTENERS APPU04RE rO AETERNATNES / tr AN I' cOYHTN}pN OF THEM 4t m PANT LEwm 2(a) REW AR '7APL17N5 SC.IAPL'Q'I P' � PAVRWR' W. 12' N/A N/A I (TOP) 1T N/A. N/A 1 (BOTTOM) 12' N/A NIA 2 (TOP) 12' N/A N/A 2 (BOTTOM) 12" N/A N/A JA (TOP) 12- N/A N/A J (BOTTOM) 12' N/A N/A 4 (TOP) 12' N/A NIA 4 (BOTTOM) 12' N/A NIA 51 (TOP) 4" N/A N/A 5 (BOTTOM) 4- N/A N/A 6 (BOTTOM) +40.0, -40.0 UP TO 3 1/2" N/A N/A 7 (BOTTOM) >B'-O' +60.0. -60.0 N/A 12' • 6- • B (TOP) • UP TO 12'-6' N/A 12'. 6• r a (BOTTOM) NIA 12' S. 9 (TOP) 12' N/A N/A 9 (BOTTOM) 4' NIA NIA 10 (BOTTOM) 12' N/A 10 1/2" 11A (TOP) 4'.. N/A 4' •• 11 (BOTTOM) 12' N/A N/A IJ (TOP) 4" !J/A N/A 13 (BOTTOM) 4" •• 4• .. 4' .. 74 (BOTTOM) • USE 6" CC SPACING FOR PANEL LENGTHS LARGER THAN ?0' - 0' AND USE 12" CC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EOUAL OR SNORTER ITAN 10' - 0" •• VALID ONLY FOR UP TO +50.0, -50.0 p.s.(. MAX. A-S.D. DESIGN PRESSURE RATING WITH 106" Max. PANEL LENGTHS. ASD. AD OESAi! PRTATRE WWII (P.E) NDLl7 FASTBlE1tS APPIKABIE ID AUERWNI tr N`,, Of 1NEY 4:tC0lfA'A PAR Uv (TI) REDU.M APO NAS PA�LAGI 8 1/2" N/A N/A I (Top) g• N/A N/A 1 (BOTTOM) g• N/A N/A 2 (TOP) g• N/A N/A 2 (BOTTOM) g' N/A N/A SA (TOP) 9• N/A N/A 3 (BOTTOM) 9• N/A N/A 4 (Top) g• N/A N/A 4 (BOTTOM) e' NIA N/A 54 (TOP) J' N/A N/A 5 (BOTTOM) 3' N/A N/A 6 (BOTTOM) +90.0, -90.0 UP TO J' N/A N/A 7 (BOTTOM) 7'-p- +100.0, -IJ0.0 N/A 72• 6" 8 (TOP) OR LESS NIA 12' 6' a (BOTTOM) NIA 12' 6' B (TOP) 9' NIA N/A 9 (BOTTOM) J' NIA NIA 10 (BOTTOIJ) 5' NIA 6- 11A (TOP) N/A N/A NIA 11 (BOTTOM) 6' N/A NIA 15 (TOP) 3' N/A NIA 13 (BOTTOM) N/A N/A N/A 14 (BOTTOM) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone C2017 BLTEDO, &a 0.050" BERTHA ALUMINUM STORM PANEL Lc. (2.00" DEEP) DROWN BY.• IL ECO.ac. EASTERN METAL SUPPLY, INC 97/26/l7 D,TE 4T WEST Bw,Bs TILUT TESTING B ENGINEERING COMPANY WESTP J34 PAW BEACH,65,-FL J67)8 V7-097 USS'ELrt ]6u-S4 9a.-!oS, xRFr�u-WGOOrs, R'.utti FAon• : (S0.5}q EB-0006719 0 , iv.: (]OOJE)1-1031 EB-0 --PHONE' (56))709-B26J,_fAX_(567)841-.1716- _ _ _ DRAWING No WALTER A. TILUT "J.'. � 1-1 7/14n 1LOWOA U., 44167 SHEET 17 OF 17