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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 f 2 i BCIS Home Log In ? User Registration ; Hot Topics i Submit Surcharge Stats&Facts Publications Contact Us I SCIS Site Map `: Links Search, Uad r g �Product Approval Q7 USER:Public User Product Approval Menu>Product or Application Search>Application Lis[>Application Detail dw n i ,AN4 FL# FL11964-R4 Application Type Revision Code Version 2017 Application;Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 [rodriguez@easternmetal.com I Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email i Category Shutters Subcategory Storm Panels j i i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. RA Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY. INC. DRAWING 17-0971 CERTIFICATION OF INDEPENDENCE.PDF FL11964 R4 COI EASTERN METALS.UPPLY IINC DRAWING 17-089 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 I Equivalence of Product Standards Certified By I Sections from the Code https://floridabuilding org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODchXga... 4/29/,2019 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL# Model, Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel(2 inch)-Drawing number 17- to provide hurricane protection. 097 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-097 0.050 BERTHA ALUMINUM STORM PANEL.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile.Max.span is 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD and 4'-0"for+90, -130 p.s.f.ASD for retained panels. FL11964 R4 AE EASTERN METAL SUPPLY INC. DRAWING See sheet 2 of installation drawing for other spans and 17-097 PRODUCT EVALUATION REPORT.PDF pressures. Created by Independent Third Party: Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 inch)-Drawing number provide hurricane protection. 17-089 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY,INC DRAWING Approved for use outside HVHZ:Yes 17-089 24 GAGE GALVANIZED BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile. Max.span is 9'-10"for+32.6,-32.6 Created by Independent Third Party: Yes p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 Evaluation Reports of installation drawings for other spans and pressures. FL11964 R4 AE EASTERN METAL SUPPLY,INC DRAWING 17-089 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party:Yes I Back Next 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 Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ME M ® wlm[4 I Credit Card.. Safe' i I I I https:Hfloridabuilding'org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsxYIeb4opODchXga... 4/29/2019 GENERAL NOTES- I. 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 STORIA PANEL SHALL NM BE INSTALLED AT NOTES: HIGH VELOCITY HURRICANE ZONES (MIAMI-RADE/BRONVARD COUNTIES). B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G. TAPCONS, ELCO PANELMATE. ELCO TVAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". DESIG14 WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, B.2) -3/4"0 SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THECONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL 1/4'0-20 SCREWS USED SHALL RE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM (A.S.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS 9E FOUND ON THE EXISTING WALL, ANCHORS IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE LONG SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLY114G THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE 1'!/MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2. 7, 9 THRU 17. IN 9.1) & B.2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS'TESTED WERE NOT OVER STRESSED,A 33% (C) TO EXISTING WOOD FRAME BUILDINGS, SEESPECIFICATIONS ON SHEETS 12, 13, 14 & 1S.ANCHORAGE SHALL BE INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS,(_!QL USED IN THEIR ANALYSIS.A DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. PERFORMED DEYOHO ANY FINISH MATERIAL AT AT WALL LIKE BRICK VENEER, STUCCO OR 7 OTHER FINISH. (D) ANCHORS SHALL 6E INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION MANUFACTURER. OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS 9 0321.01-05, g 0812.01-05 AND @ 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 TYPED(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. 7, PANELS MAY ALSO 9E INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 SHEET 4 THRU 8 EXCEPT THAT HEADERS 2, 3, 3A& 4 !U°! ( ) SHALL NOT BE USED. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-1134 ALLOY. B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3. ALL ALUMINUM EXTRUSIONS 5�qLL BE.ALUMINUM ASSO,�NATION 5063-T6 ALLOY& TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR STORM PANEL COMPONENTS V:a STUDDED PLATE AND It.5 SNAP CAP ARE PATENT PENDING. WOOD FRAME BUILDINGS. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316.AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS DIN 50018 V4/50 ks1 YIELD STRENGTH AND 90 ksl TENSILE STRENGTH & SHALL COMPLY W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAI!! II4TRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3,4. LENGTH. S. BOLTS TO BE ASTM(A-307 GALVANIZED STEEL OR NSI 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. TO. (0)THIS P.E.D. PREPARED 6Y THIS ENGINEER IS GENERIC AND DOES NOT PROVOE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. !!HERE THE SITE CONDITIONS DEVIATE FROM THE P.E.C. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION IHCLUD*NG LIFE SAFETY OF THIS -1/4"o TAPCON ANCHORS AS MANUFACTURED BY 1.7.1'4./BUILDEX. PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4.15 S.G.TAPCONS AS MANUFACTURED BY ITV!/BUILDER. DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4"0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4"0 X 3/4"SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. (4)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES: (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCO14 ANCHORS AND S.G. TAPCONS IS 1 3/4"; FOR ELCO BECOME THE ENGINEER OF RECORD (E.O.R.) FOP.THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PAIIELMATE AND ELCO NAS IS 2`. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENG114EER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER A.2) 3/4.0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. 610 EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REvEW. STUCCO SHALL BE PERMITTED. -1/4"0 -20 SCREWS USED SHALL BE 1 1/7."LONG MINIMUM)SHOULD STUCCO EXIST,AND 1"MINIMUM( FOR (e) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. THAT PREPARED IT. P_3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND 014 THE EXISTING WALL OR 11. SHUTTER MANUFACTURER'S LABEL SHALL DE 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 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 TAPCO14 ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4-0 S.D. TAPCONS AS MANUFACTURED BY ITN/BUILDEX. -1/4"0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. �¢y4 THIS DRAWING SHALL ONLY BE USED TO _ -1/4% x 3/+SOLID SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW BOLT & SPECIALTY COMPANY, p= 9'T I I r j=y i' Q P �_ OBTAIN PERMITS IN THE STATE OF FLORIDA_ g� NO,114-1167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0+2017 RLiECO,rlc 0.050" BERTHA ALUMINUM STORM PANEL LC. STATE _ ; (2.00" DEEP) ORax?r BY, �� i• 'c r• s 07/16/17 IL ECO.... EASTERN METAL SUPPLY, INC DATE. 4266 WEST RfYOS OR,Ye �Y F91y�• la TILUT TESTING h ENGINEERING COMPANY $$EST P.WI BEACH.lL.3-W07 / -..,.. w•"•I:w,s4•v,.5M s:..ss,YRYN GACPrs.n.vB, PHOHC(561)209-6263.FAX.'(361)841-1716 17-097 ES-OOf16719 cn.n.:(wslsTl0o.rw:-(ws)sal-1nm awlWr.H" WALTER.A.'ILLiT Jr.,P.E 010 Is-9u /.'41 FIARIDA U. 44167 SHEET 1 Or 17 14.101"(TOTAL WIDTH) 8.153`(TO FAL WIDTH) 12.000-(EFFECTIVE )VTO ---i6.000"(EFFFCrfvF 1 170' i 11170- 7.070-. 1.070 MAXTMIW A.S.D. RESTGAT PRESSURE RATJNG .fj AMP O.8C0' (Typ.) i QLGAI 111.311 (ryp.) CORRESPONDING TMW PANEL LENGTH V SCHED �jj -0.250N ,'.020.L IVO ; -...-.__._.I. PANELS RETAMED AT BOTH PANELS RETAINED AT LEAST oh 2 2.020"-.. 1 --!2.020' FULL PANEL W1 HEMMED EDGES HALF PANEL W-Z HEMMED EDGES ENDS WITH TRACAS X ONE OF TZEM ENDS .................... eseeso@@ Wm TRActcs OR DIRECT MOUNTED 3k 00(p OR Q* -mmum (TOTAL WIDTH).-------------- --8.425"(1014.1. ',WDTH) A.ID.DESCH 'AWWUM M-PANEL LE14GYH S.D.DESN:N Rl-PANEL LEh.YH L- 12.000"(EFFECTIVE WIDTH)- PRESS(UPE WhIlo L(it.) FRESSUTr RAMIG L(m) .-i6.00O"(CFFTCT1vE IVIDTHJ� p... 1.020-L- 1 1.070"--': 4.880"- 170- -JO.O +30.0. +30.0, -30.0 73'-0" "41, APPLICADIE' "10. -35.0 *35.0, -35.0 +40.0. -40.0 2.020" +450, -45.0 12'-0" 445.0. -45.0 to'-O" 2.020^ 2�.020" PTIONAL FULL PANEL HEMMED ED OPTIONAL HALF PANELZ ffZQ HERRED EQG M PANE 155.0. -55.0 W-0, +55.0, -55.0 8'-2" SCALE: 214'- I' +.O. -Iroo 9-4' +60.0. -60.0 7'-6- 470.0. -70.0 a'-o" .70.0. -70.0 6,-5" J" CONCRETE ANCHORS (SEE SCHEDULE)---.-3"-= +80.0, -80.0 7'-0' +80.0, -80.0 5"-8" j +90.01 -90.0 6'-J' +90.0, -90.0 5,-0, #90.0. -100.05,-D" 4'-7' +90.0. -100.0 F- 7 i I 1 1 i I I 490.0, -110.0 5'-1" +90.0, -110.0 +90.0. -120.0 4--8- 490.0. -120.0 4'-9' tN +90.6, -130.0 +90.0. -130.0 4'-4 1/2" MAX.A.S.D. DESIGN PRESSURE RATING&-UAYI.-VU&I PANEL LENGTH FOR INTERNALLY REMOVABLE PANELS AS PER lu MOWING INSTALLATIONS ON SHEET 7 OF 17 IS + 50.0. - 50.0 p.s.f. Vel 88'A.W. PANEL LENGTH, AIAX.A.S.D. DESIGN PRESSURE RATING&PRAXWUM PANEL LENGTH FOR AL(CLINTINC AS PER ALTERNATIVE f)I AND 14 ON SHEFT 14AAD 15 OF.17,PESPECTI Y,ARE +50.0-60.0 p K ;DR FOR PANELVELCNGTH, C ANCHORS(SEE SC14EDUL AND +50.0. -.50.0 P,�.(. FOR UP-110 ;OP PANEL- ........... 'I, LENGTH. H EE HE) "9 'C DUL p -C OPS �L • IrefSTORAM PA m",,. E Iq Vp z - 4 L EYPICAL ELEVATION 4 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N.I.S. No,44167 *2017 7XTECO.INC. 0-050" BERTHA ALUMINUM)STORM PANELL.C. EP OmIm Br. 114'MOX. GAP 114"Max. GAP- (2.00" DE z t a 0712517 EASTERN METAL SUPPLY, INC DATE, MIL ECO mc. < 4268 WEST ROADS ORWE X.i9 TILLIT TESTING& ENGINEERING COMPANi WST PALM BEACH,FL.33407 M 1-016 17-097 N Al, PHONE'(361)209-82&X 1".-(561)84 SECTION A- N. J.S. DR41WI.'C 11, `ii3 p C' SHEET 2 F 17 MERIDA Lk.44 7 aolo Op.Y am& F 11.01 -20 5 s wcwr aw!a,/C. �.�w . I — 1 '14-0 ?.i�_­ i 10' 1 r '012 J.- 011 t4 --anoll- 56. l L_2 -S J.2` (g) F- TRACK T J/8, (g) 'h' HEA "U* HEADER Q 3' Max. "U'_BUfi.Q_JW e LID NA 1 5 SME:JW AIs• -?O l`5.SFtjoPAR[ar I A-'TMMM LES L�l Tqr�/' L.3 4— SE, J L-'r 10 AIINI WALL 1,75-'NO,631 11 2-x5'(YAX.)X1a' (2) REVERSED nE'.ANGLE TRA (9) 1 TRACK ANGLE STUDDED ANGLEANGLE WITH STUD ANGLE WITH STUD �1_m "OF 11 LP A ;RWD TO it 1-1 It 7-'Ori 0 WOC I T + rip. 957 .309, -85" I 'Jig rtY..e fly 1ARZRY ME COON.1 SMALL XEY HOLF,W-P-LIOR ROUND HOLE AT PA 569 a igaa. . ........... 11 KEY HOLE AT PA11U @ KEY HOLE WASHER -1.1.1 6*63-f-.441 JW -4 No,4 167 T_ LOW, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 16 0- A t2017 narco,rAr 0.050" BERTHA ALUMINUMESTORM PANEL 15 poDEEP) SNAP CA (2 ar. _O1 DETAIL f: sruD wl H-c Har 07IZ6117 AW EASTERN METAL SUPPLY, INC o0r.• Z��� 42CS HEST Ra4DS DRAIC TILLIT TESTING&ENGINEERING Y WTSr PAM EFACw FL 33407 COMPONENTS 17-097 WALTER A TILUT J,O.C. SHEET 3 OF 17 FLoe,. I I 9 Cont. 250' POURED CONCRETE OR I. CONCRETE ANCHORS CONCRETE BLOCK WAtt 7 CONT, CONCRETE ANCHORS N (SEC SC"'EDULEJ ` REOVREA (OPEN PGS/7f W+f) CONCRcT£ANCHORS \ (SEE SCHEDULE) I.000� `____ 3 1•A+;n. (SEE SCHEDULE) �\ \.._._:• —y—1 Cvnf. I- �,..._�. jIT��,--- CONCRETE ANCHORS .500' (SEE SPACING)SCHEDUL \ v 1 HTURfO ED. �' 1 POURED E.O. \ ' COJ•'CRETE POURED F.A. \ CONCRETE CONCRETE i RECUIRCO I REQUIRED \ \\ ``\x I"Min. SCRAP,"DON 1'Min SEPARATION TO GLASS ! } TO GLASS I N h ' V 4i j y -4 I'IAin, CLASS TION TO i b t i Z CONCRETE ANCHORS \ SECTION 3A T. ' h,•Min,SEPARATrOtr N `1/q•P-20 x J/<' I (SCE SCHEDULE) `\ _ 1 10 CLASS I IS.S.COLTS W/7/B': � c,t+ �"�-- DTII. , t C Jf32•N'tNG t,'UT O' 112'O.C. } a .500' w //�' '• o' N T '' CQvcR£TE ED 'VAT+CUR£D \ 04 CONCRETE f - c r ``1 CONCRETERfWU2ED[L `y/ r' •.�•/ " / . I) RCOUIR£D '� 7n FiWRE✓?� 1 'CRETE J \ i w CONCRETE AIJCf t !• CONCRETE / OR COIJCRETF \ �\` \\'�\\� i �w.. (5E£SCHFDUGE) OR CONCRETE �. BLOCK OTIC[ EA BLOCK 14ALL REOURED i CO.`rL REOUIREO E A, � , I_.I•MTn,SEPARATION I :....1.1 J/ 1 (OPEW PORTION aJ ' TO GLASS —LJ t{ �� 1 '• ' SECTION @ ANCHOR 1 -'�. ^i .5626- 125'! 5. /I T.125'! CONCRETE AN'CHPR5 / —••t COfJGRCfE a+Ch'gRSJ —250. (SEE SCNCWLE,1 6 Cant.C. . t2 j (sE£SGHE'DGYFJ / Mo=. / SECTION 3A / 9 Goof. WALL MOUNTING INSTALLATION SECTION m ANCtr07; SECTION 2 ,a7/ i`% / !f//' f/f,F'ss Aotn Wh 7/a: 7�e 132 / fr J/J2" C. NUT& 151N0 NUT . POLs7ER� C. 6 EA.STUD r CONCRETE OR CONCR£TC j POURED CONCRETE OR I N BLOCK WALL E.A. CONCRv'Tf BLOCK wAtG1 � REQUIRED REDURED CONCNETf 7/p'r J/J2' W E.O. - EO,:f DISTANCE J,' 5 Cant i /j CONT. E.O. OR CONCR •18*NVT p !y t�z (SE£SCHEQULE Oi+ / / BLOCK WAtt $W SHEETS 9 C f0& If) CO.B. ANCx:3RS / 1 (OPEN RJSTOOIJ+) RfOUrREO / 2Y C C� (SEE SCx£OtGLC) ! SECTION @ STUD / w TYP. TOP/BOTTOM WALL MOUNTING INSTALLATION f.123• _1,_�l B ILD&I T°•I:STALLAT/O ;.NnrE:SNAP w+15 T SECTION '4_ ____.—.__._ o* 4'' 6 REMAIN CLOSEO AT N I N 3 # ) VTY"" HURRICANE CONDITIONS SCALE: 1/2•- i' NOTE FOP, C01.1BirAPON OF SECTIONS: yl J 9 cons, WALL MOUNTING SEC17ONS CAN BE ��1 SECTION 0 STUD Cgl•18lNED in ANY Ir;4Y TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WTA ALL MOUNTING INSLLATION o ? No.44167 £2017 aLTECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL z,c SECTION I SCALE:1/2'- '�f (2.00° DEEP) O'.w ar. OT/76/17 NOTE;DETAlL OF SECTIONO STUD VAC1D ALSO FOR „� �•-'G•�- �yJ"1,•tied' �� 1N�. EASTERN METAL SUPPLY, INC D,TE; WALL MOUNTING 11JSTALLARC�V-SECTION 2(TOP) ,; `4 tki AI66 NEST ROi05 RR4+E NEST PACN BGCH,TL JJ,07 17-097 'Jp,(nn/,,...•'A```(�,� 1i TILUT TESTING k ENGINEERING COMPANY pHdV.:(561)209-p2611".(5S1)a11-716 N-.:lt..MT nN.SS. 5c:A ua[O:S.n.11166 + Y•• r2xe'tsiSMTL8-00 Nrc.:txsSnrl_ISN w.n wx urt CRAtw+1G Na Ea-DDD6719 °A�� • •e..s V'tLTFR A SHEET 4 GT I) FLORIDA Ua.44167 \ :/8':3/32" \ SOLID SET OR ELCO mole PAN£IAATE OR S.C. TAPCONG ,PING NUT O CONCRETE ANCHORS \ EVERY STUD (SEE SCHEDULE) \ CaVCRE7E ANCHORS E'0' O®OR '2A 1//t/i'o-20 SIDEWALK BOLT ORO \ O 12"O. C. Lont. 7-lM;n' CONCRETE ANCHORS F o (SEE SCII[DULf G OR 2M IY 13 IY I i"0-20 7RUSSHEAD BOLT i t \ AT PANELAATES 0 o (sfe scHEpuLE) ) D. / // OR S.G. rAPCO;s \ \ T_ A (SEE SCHEDULE FOR SPACING) \ \\ POURED CONCRETE POVP.ED C'HCRETF �, RECO+R[p 7 E REQUIRED EO. EO. i�11• \ I \\\,r \ \ coNCROTE POURED REOIRRFD I CONCRETE O \ \.\\ \ .� \\ o a—'----•—'j iaLlERrurE J ; ------� OR arR£TE BLOCK YALL W j I N I LfG LCGATlO:l i RfCUIREV I 1 1 I 1 1 t ry sot = I A spz"WING NU , y I O'12' CONCRETE ANCHORS \ OPTION /I i I ,.i i i 1 w (SEE SCHEDULE) \ SECTION 5A N S I - WNW - - GOnW h WI ' p n If J `\ — N 1'Ann.SfPARATlON —{1'Alm. NCN GLASS y w I 70 GU55 11'd(Tn. SEP,:R471ON 4i POURED ; l0 GRASS TO GLASS I = CONCREIL RFtlU/RE0 In 7/8't 3 •2" 918G Nu/O .T° i T/1-0-10 a \\' \\�'• i^ cvERrsruQ 3/i ss.DMrs t ' /i% i%%i' ; B err o.C. w/7/B w1a'C Nur e J t a Cont1 T2. CONCRETE o 1 �'• ` OR CONCRETE 1,115' ' 7 i BLOCK WALL P.EOUIRED e 777. / t2 .f°' J I' 1" J r•' POURED CONCRETE �. POURED OPTION C011CR�E t 1 SECTION 5A i REO,UIRFD R£OU.'REO 1 / .^ j CONCRe F ANCHORS/ C.D. / CONCRETE ANCHORS SOLID SET OR ELCO mole PAWCU14TE OR SG TA PCONS 1� (SEE SCHEDULE) (SEC SCHCDULF) [.0, G Q OR 0 W1114-1-20 s!DEViALK SOLT OR F�• I OR 77®14/IJ W1114-0-20 TRUSSHEAD BOLT+ + I (SEC SC IEC ULC FOR SPACING) ! CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION (D. M.A) SEPMAriON 1Q INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE: 1/2'•. 1• r0 CLASS 7/tl' J/'2' SCALE: 1/2' 1' INI�ll G I SCALE 1/1"_ • EVERY STUD i 9 O 12"O.C, Ccnf. i 1.125• I rvl< POURED CONCRETE --++ ISTAIICE RFOUIRCO (SEE `��I1��• •,•.•.. /y/ ___ _____ SCHEOV:f ON \1 yyp�• •'ST+ / SHEE79 9 CONCPFIC ANCHORS C.D. � 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ' 02°17 7XTEW..TNG 0:050" BERTHA ALUMINUM STORM PANEL L.C. NOTE FOR COLTB/NATtON OF'SEC77ONS 1 C (2.00" DEEP) DRARYI 6Y., BUILD—OUT & FLOOR WONTING wALVFLooR/c£aTNG A(DumING SECPONS CAN e£ = EASTERN METAL SUPPLY, INC COMBINED/N ANY WAY TO SUIT ANY IN'STALL17hON. 1'LA t� STALLA ON — SECT ON 5 •��� ` ` A,:" �L. E C O iNc. 047r. f� 1766 NFSi ROADS ORNE (((�/T••,��� TIL TESTING h ENGINEERING.COMPANY YcSi PALA#BEACH,TL..7107 SC4LE 1/2" 1" /� UtsltliY �V , Aly nI+lcnA:cxsa,i,_.sw :�•cxe;al,_,I>s, PHONE'(561)709-8263.PAF(761)811-17;6 I7-097 DR4WNG No ..-..r EB-OOC6719 WALTER ATIUli Jr.,P.E. OIn u-0Af !•/I RORIOA Lk.is I6T 1 2SN[E7 5 oT 17 CONCRETE ANCHORS. \ SOLID SET OR ELCO -OIL PANELMATE OR S.G. TAPCONS (SEE SCHEDULE) � E. D^ �\ la 12 OR12 V✓/1/40-20 SIDEWALK BOLT OR 67 POURED /^T/8'0 x 3/32" CONCRETE--.\ Q OR 72A W/ l3 W1114-0-20 TP.USSHEAD BOLT + +i It7NG NUTS 0 12"O.C. REQUIRED i i--EQ. ,'-E0.-y (SEE SCHEDULE FOR SPACING) AT PANELMATES OP. \,� yI, i� S.G. iAPCONS Xx `\\ \•L\N �i" ii '•. ._........_..._.......... + _ N i T" a\\ I I 4 Cont. I I i d ' POURED CONCRETE— i \j t i REQUIRED E. D. = EDGE DISTANCE � i �� � (SEE SCHEDULE ON SHEETS 9 & 10 & 11) I 4Wi � I 4i 1 i 1 T:i I"Min. SEPARATION U NOTE FOR COMBINATION OF SFCTlGf•!5 f 70 GLASS i o WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE 1"Min. SEPARATION W COMBINED IN ANY WAY 1'O SUIT ANY INSTALLATION. TO GLASS I ` ^ + + SIDE WALK BOLTS ARE 3/40x3/327HICK HEAD MACHINE SCREW W/LENGTH j 7,18"O x 3/32" AS PER NOTES A.2 3 B.2 (SHEET 1) WING s 2 jEVERY STUDTRUSS HEAD BOLTS ARE i2^'tlxf 87H1CK a ® 12"O. C. ' I HEAD MACHINE SCREW Vv/L£IJGTH 3/32" j I AS PER NOTES A.2 & 8.2 (SHEET 1) V/IiJG NUT 0---1 I t I ai I El ERY STUD 1 © 72"0. C. I i 1 � ALTERNATE LEG PONCIDETE _ --....._.... ...... / + -- y OR CONCRETEW f \ I ' //� :'�'��� BLOCK WALL j j ". i ' _ i /! ;I• . REQUIRED CPOURED ONCRETE 1- I? EDGE OF -T k£OUIRED SLAB CONCRETE ANCHORS` — SLAB IF CONCRETE ANCHORS APPLICABLE (.SEE SCHEDULE) j ,i (S££SCHEDULE) i—E.D.-- 10 CEILING & FLOOR,-MOUNTING INSTALLATION j Coni. -rY� - - --- --- -- -- --- - ---- ---- SEGt- k. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL MOUNTING INSTALLATION > No•tr;;67 r ozw Turco,INC. 0.050" BERTHA ALUMINUM STORM PANEL Lc. (2.00" DEEP) OR41M 8r.. SECTION 9 � — EASTERN METAL SUPPLY, INC 07 DATE. IL EC—0 ,,, 49E6 Y�/ y m ROADS ORM NGINEERING CONPANTTICCIT 1 1 AST PLaFL FL JJ4O7 SCALE 1/2"= 1" ,,• .•/,�a : r�'� ((+ 6155 N...3RD.6,e:..3'A.V.4LHN cta[xs,rt v:ee FHOn—1v,"E';361)709N-n<'6J.FAX:(561)841-1716 17 �A �[,� ,3 iTme':(x^:1371-1633.Fe.:(=Q'+Ie)t-Ivl °R411=Ne S- E8-°008719 <1 Sx1, µ:ALTER 0.'8L11i Jr.,P,E. ad r3-u6 7/x/1 SHEET 6 OF 17 FLORIDA IL 44187 A { •—� ^--- /--_Gam—U ��' _»�_ —...— _...., f � ExrsnNG J 112' -ORtCK TEENER _p^_ ,/ �J]2" -BRICK VEENER 1 114•V. AAx ./f . !A / AUX » AAx J 1/4•LfM1! / PEr.E7tU)/ON.70 { / I PEtt£TRARON TO f OONCRE7F BLOCK la - CONCRETE BLOCK-' , &2`10 CONCRETE F �'' �/ G 2'TO CONCRETE r A j 4 • {--__`- .> -�• ----' - -- - • •. • ------- A — /VK//I t i,/4 Cr8"ELCO mate :—EX15nNG 1 POURED COV:CRETE r "'ice`'• / PAV,'ELNATL'!l'r1.R ANCHORS OR 1/4`a ` STEEL ANGLE UVtTC7 1 : �� %1/a'tl.6'ELCO moo ....._£XISI.A POURED CONCRETE PANELGIATE TVAS ANCHORS OR 114.0 t ST<,Ef.AJlC,LF UNTEL 4'e OR CONCREFE BLOCK-% y �: AS APPLICABLE t Z itAtt RC011tREO �TAPCONS OR tf4'a ECCO tgtf OR CONCkc?E BLOCK= 4n TAPCCNS OR f/A-o ELCO HALE AS APPLICABLE GtUn AM'EtAAr£S(SEE SCH£OU(I FOR SPACING). 1 I WA!L REOU:AF.p PANEL AIA(SEE SCHCOULE FOR SPACING), _ .W T�_L -O-770M if r SECTION f IA w OPT10N,!2 SECTION 1 1 A I14:n.SEPARAVON ro GLASS r v, j DR%CN 5!CC � 114'0-20 r 3/4• t lu 5.5.GOLFS Y//716'0, ; R ;na 31n-iww Nur o - D. " EDGE DISTANCE {SEC SCNEDVLE C:: 1 110' ED- MIN. s ;///,./F//� /�' EXIS7840 i �— S/DC WALK BOLTS ARE.7 4 0,J1J211711CK PENETRAnOrt TO .tyAStBN'G AS I i H&50 MACHINE SCREW IV£NGTH GO ,E BLOCK / 1�/ / I t NOTE FOR COLSP14770M OF SECTIONS: AS PER NOTES A.2&0.2(SHEET 1) &2`TO CONCRETE /APPtiG4tttf i ; + 1 I 1 IVALL/fLOOR/CE1LtNG AfOVffrlNG SECA0N5 CAN BE )RU55 HIAO SCLC$ARE ff2bxlf8'7HVCX H£Ap 1AACH/hf SCr'.E1v W/CErlG7N COA(O:N£O IN ANY WAY TD SUIT ANY/V:IS'TACLAT/ON, AS PER V.•OTES A2&0.2,(SHEET 1) 1 Cant. - % i ONO,NG TMT \�......., _1"-.�'_'-_..,_'""--� VEEttER TT,S�` '� t`C tz '•. $ Poua£p caxcRErE FLORIDA BUILDING CODE (Non High Velocity Hurricane y�'a,B•EtcD Zone) ;, ' mars � OR CONCRETE BLOCK_ PANStLATC MAS ANCHORS OR!/4'0 No.44167 c.pl7 mire.me 0.050" BERTHA ALUMINUM STORM PANEL L.c. WALL PECiVR-D TAFCONS OR 114'0 ELCO 9016i ' PANEWA74S{SEE SCHEDULE TDR SPACING). , „�„ - (2.00° DEEP) DRAwrr sr, EASTERN METAL SUPPLY INC 0'1217 BUILD OUT INSTAtLATJON = ` }� :tv T` �I L E C Q Ype. 4208 WEST RGADs DAV, /'� (/� /.} 141 TILLIT TESTING&ENGINEERING COMPANY WEST PALL REACH,X.J]4O7 17-097 SECTION SJN t 1 �f{ p Ya��`.i atiSS Hn.SdN,S4 ta.A}.NRRM au4rlif,R 3ItdG PHOrlE;(Jb1)20F-825A FAY'(98 t).91 t„t715 trf�d!%�f l Cfwnr:I.`.15:6>t-t!]0.Ta:(SOS7lT-15J1 ykvrc+ wrc ar. ntrt GAAWNG No !V G m.:u w uvnv LB-CCGG719 @J lDKb l:Yt > Y:ALTER SIICET BA OF 17 ""'` ' FIGRiGA 14e.4416T -- - ----- --- ---- : ADJ.4CENT INTERIORLY ADJACENT 1/4-°TAPLDA'S PANEL-- --R£IAGVAHLE PANEL _ O 'O. C. G 1 I I SFORM PANEL CONCRETE ANCHORS / /2'Min. THREADED L14-Idox. GAP 1/4'Mor. GAP AT 6"O.C. '1 'HEENETR TION TO EXISTING WOOD --. zz t, MI vt o • POURED CON„RCIE 1" __//2��Ok ANY OTHER' O REOW.4CD \( \ \ ! i lJ TOP TRACY. SECTION B—B ,• . OR ANY OTHER SCALE: 1 I/2-= 1- 1/s'-20x1"S.5 I I — O TOP TRACK f on SfOOVALK BOLTS. ! i ' Y.00D HEADER W/7/8"X J/J2" REOUIREO TYING NU75 ATOVERLAP i I: . __..... a (BOTT) 12A,12B a (BOTT) _ x _.. 114'-20x 1-S.S. ,_-1 I 1 ; 1 W —.._•_ , J FOJACENT SIDEWALK BOLTS. \/ ,•"' PANEL IY/7/8"X J/32" �•NTfP.IORLY � --moi 1/4"-20x15.S. N7NG NUTS A! REMOVABLE AOJFC£NT . 2 SIDE:^ALX 80175. 7/8"r J/72- 4 ' O�RLAP 'STORAL PANEL PANEL Q YJ/7/8"X J/J2" /� _•..iJ"A(in. SEPARATION i , LL f•LGa.SEPARAT70If I NTNG NUT cY WING NUTS Al --I TO 0U69 I EYe RY STUD �o l 1 I I t I I j j TO GLASS ( OVERLAP i J O 12"O C. I POURED .%'/ CONCRETE o I OR CONCRCTE BLOCK WAIL - 1 7/8-x 3112' 6 REOUIRED 41 ..11 LNG 5T 0 1 ! ` i PLATE REO 0. 1 _.._ L_—..�?... 7/4'G ELCO PAN£CM1fATGS �- - ---' •�- SOUD SET OR SG NPCONS OR PAN-CIA47ES ANCHORS �. ' '— ----1 WOOD SR70• i. OR SPEN.G. GN ArS DWIVI T LUN. 0 6"C.C.A7 AOVM_ElJT '/ R60Uh4ED Of PLAT£9 6"O.C. PANELS i 8 (8077) 12A,128 '. 8 (8077) P ADJACENT PANELS WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 12A SCALE: 1/2-" 1" SECTION 12B SCALE: 1/2-_ INTERIORLY REMOVABLE STORM PANEL INTERIORLY REMOVABLE STORM PANEL SECTIONS PARTIAL ELEVATION MAX. A.S.D DESIGN PRESSURE RATING = +50.0, —50.0 p.s.(. SCALE: 1 1/2- A. ,- t i 1Tt JJ1 FiF�''"I-'i t°iti ��irl�q<''•.L✓'y—= FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ic7017 r.rrm,rNc 0.050" BERTHA ALUMINUM STORM PANEL L.C. - 44167 (2.00" DEEP) CPAW,BY.. = EASTERN METAL SUPPLY, INC IL E r1C GO .Ma. am �� ,�/I� �..•.'t Lt 1769 MF57 ROWS . ....•• �(�'nA TILLIT TESTING @ ENGINEERING'COMPANY0.'E'97 PALM BEACH,FL 33107 '��j,• 6335 fir.Sl:1.5:..R�..10:.vALN 4VG�9;n.L1c1 PNLLL:•V (591)209-9263•FAX:(561)841-1716' 17-097 _Sf �y�`118}• cnw�:(•105�57:_I!!D.In i(!a)e:r-15]1 o�nw u+r CRAaalNG ko ' Vj �1 '\�6 E6719 4 WALTER A.R.nLRLIR,1r..P.E. SHEET 7 or 17 RORiDI Lic.x4167 J POURED CCNCR7E 114' OR CON "It.BLOCK OLT 0-20 S. S. IAsHER WALL REOJRED \ BOL l Yl/'NV!&V/ASHEN 6 12"O. C. 1-250J' (SEE CONCRETE SCHEDULE) ANCHORS \ h 7/8"x 3/32" COAY:Rc7E ANCHORS (SEC SCHCOULE)\ o I Cant. I I/£VERY STUD 1 POURED CONCRETE 0 12"O:G —I Nin 7.500' CUT PANEL OR CONCRETE'6LOCK, �.. C WALL REOUIRED •' ___ - / 1I IAin. POURED E D. \ 9 CONCRE717 ANCHORS 1'000• / D 11.0.C. Ck.7E 2• 2• .055'TO�� C0n1 1 ALTERNATE LEG LOCaiRW EOU/ONCRRC \ RD 1 x r 2'r 5"r.055'Cont. �..,�. .\ Alum.ANGLE OR 2"r 4"r.125" .080.3105-HI54 SHEET I- 117AC Alun:.RENT PL1IE lu 3103-Ht4 OR E05J-76 ALLOY Conl.Algin.ANGLE wt {�1• llia. CIASS TION 70 I o \J h CASE A (Plan) CASE C (Plan) SCALE,' 1/4"= 1" SCALE.- 1/4"= 1' S^. 2'a J'1,.09J'3105 H-14 OR "! 6093-!6 ALOY C-l.AlunANGLE 610 © f2' � C. W C 1 T.OJD' 7/8"r 3/31' WING NUT G HLF PANEL � I/4'GAP 12"O. C. —1 I PCURED C VARES J'= r CR CONCRETE Rf7f SLC_W POURED CON'R,= y I...•I_ Nax. \v\ 1J WALL REOL'1RF0 I 1 Cani. O.f CONCP,7C L7Y. v WAIL R£CUIRED CASE D (Plan) POURED CONCRETE— SCALE: 114 t" REQUIRED j CONCRETE ANCHORS (SE ,� (SFE SCHEDULE) E.D. 90'c L 135 i X BUILD OUT DISTANCE / 47ACXS(77) CEILING & FLOOR MOUNTING -�••�� INSTALLATION -. SECTION 13 1 2*At . X — f.D. EDGE DISTANCE 1/4'0 . C. 4;,r 4•x 072- •�� \ SEE SCNEOULE ON O?4'O. C. J5-I(14 OR 606]-T6 ALLOY. SHEETS 9;10 R 11) WIJACK14UT Cont.ANn.ANGLE NOTE FOR COUBINATION OF SECTIONS: CASE B (PIan) CASE E (Plan) V/ALL/FLOOR/CERING MOUN77NG SECHONS CA14 BCS�(E%f11✓!�0,�w1 SCALE. 114 = 1 Tf)• COMBINED IN ANY WAY TO SUIT ANY INSTAClANEND CLOSURES DETAILS OI{ y�A 4 �.�� - '----'—'---- - - -- ati,V�h. •C.Cti (• as T_• �,��EiaYl�^(t'•'•��M„ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) C2017 ei3ECC,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. -Cg' o.44167 (2.00" DEEP) GROW,6r. IL E G O ,NC. EASTERN METAL SUPPLY, INC °'DATE. DA IE. '.. /p}:^�{�?� •67✓v" 426E WEST ROADS DRNr •,•�6!()Ib%f•,. �J 1 TILLIT TESTING do ENGINEER NO COMPANY �T PALM SE4CH,R.Jl!407 WAtYns,rt]]•se PXONC(551)2°9-826J.FAC(561)E41-1716 17-097 sfV` � .Io:(]q,3>I-1171 ��� �n DRJri]N6/.S 'N lA E8-0006719 YiiL1ER'TIWl J1„P.E p0 I)-CV %.Yj1 rLDRIDA Lk.04167 SHEET R 0(17 r MAXIMUM A S D DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXV19W ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IN CONCRETE AND CONCRETE .BLOCK STRUCTURES LS0.O(SLV YatiNM NJCAV.45 SPR7 f0.4 L 0.�J I/)'•• AFAUGt�.[IO WYANY JYItMN N.�.TS�.L fGt C.P.-J 1/2"•• .LL5[4.[F RJ srcna s/e w h i' LO'J AAh'S)tAs— IF scc:.c\s/a ufxa¢w rwvx PE!SSLFr PFGWA4:Nfd\9 ]EY{9 m x8� PA\'!LWR.S PMnw?nu ,yry(LP"i".MAV IIAGM a[dAA4 I-- SOW m xGrAxuv PN.rIINRS PAND.NAIf IlaS ANY O9N6N.naY [CI�CM t'(rt.) � ' •LI ro OaV cr P w]IXtl' To CaVcrrlr ro—VY 10 C vvG ro VASO.AF! TO C9 VC ID UdWr 19=VG M 10 PA% cr rHN N.1tW 0,-) ro LYAWFnr ro LLISYJRY ro O1YJAL7C ro NlSJ'Rr 17.CPVDIri[TO YA]awY ro CGV'Al7r ro w9WY ro LYA\9ilTL ro 1(aSG\WY Or IIIC. 12' N/A 12' fl/A II' N/A lY NIA 12" N/A 1(TOP) 12• N/A 12' VIA f2" N/A !1' N/A 12• NIA f(Noll) 12' I/' 12• 12' 12' !2' 11' 11' 12' 12' 1(BOT70m). 1'2' ]' 11' 12' T7• r2" 12' 17• 12' 12' 1 MOTTO.) 12" NIA 12' NIA 12' NIA 12" NIA 12' IIIA 7(lop) -12" NIA 12' NIA 12' NIA 12" NIA ;7• NIA 2(rop) 9" 9' 9" 9' 9' 9' 9' 9' 9" 9' 2(BDTOLfJ 9' 9' 9" 9" 9" 9' 9' 9' 2(Dano) 9' NIA 9' IIIA 9' NIA 9 NIA 9' NIA JA(IOP) 9' 1/A 9' N/A 9' N/A 9' IIIA o' NIA ,N(TOP) 9• 9" 9' 9' J(801Ta.) 9' 9' 9' 9" 9' 9' 9' 9" 9' 9' J(m"ov) 12" Il' 11' 12' 12• 12" 12' 12' 12' 12' 4(rDP) 12" T 12' 12' 12" 12' 12' 12' W 12" 4(ICP) 12' fY fT ii' 12' 12' 12" I2' 12' 12' A(807701) 11' 7" 12' 12' 17" 12" 12' 12- 12' 12" A(Bor70) 9" N/ 9' NIA 9' NIA 9' NIA 9' Il/A SI(roll) 9' IIIA 9' IIIA 9' IIIA 9' IIIA 9' IIIA 5\f1L7P) 12' N/A 12' 1I/A 12• IIIA 12' N/A IIIA IIIA 5(807!04) 9' N/A 11' If/A 12' NIA !2' N/A NIA NIA 5(Borro.) 11' NIA 12" NIA 11' NIA 12' II/A IIIA N/A 6(fop) 9 111A 11 1/2" N/A 12' II/A 12' NIA NIA N/A 6.(rop) 1400,-40.0 11' NIA 12' N/A 12' NIA 12' N/A 1I/A IIIA 6(6070.) 8'-O' ♦40.0,-<OO 9' N/A 11' NIA 17' 11A 12' NIA NA 11/1 6(som.) >8'-o' OR OR OR UP, LESS 12' IIIA 12' IIIA 12" IIIA 12" IIIA f.%A !IIA 7(lop) LESS LESS 9" II/A ll" IA 17! l/A 12' NA NIA NIA 7(rOP) IJ'-0•' 12' NIA 12' N/A 12' NIA 12' l/IAf1/A N/A 7(so Tom) 9' IIIA III IIIA 12' IIIA 12, N/A hA NIA 7(901'r0M) NIA IIIA /2' 12' 12" I2" 12' 12' 1 11" 12' B(TOP) NIA N/A 12'• 17" 12� 12•• 17" IY• 12•• 12•• B(TCP)• NA NIA 12' :A'" 12' ;2' 12' 12' 12' 12" 8(Bona) NIA 1:/A 12" 12" 12"• 17"• 12'• 12^' 12"• !7'• B(B0rro), NIA NIA 121 12' 12' 12" 12• 12' 12' 12' 9(10P) NIA NVA 12'' 12'• 17'• 12'• 12'• W. 12'• 17'• 9(FoP)• 12" 11' 12' 12" 17' 12' 12' 12' 11 12' 9(801101) !2' 7' 12' 12' 12" 12' 12' 11' 12' 12' 9(Bona.) II" IIA W NIA 12" IIIA f2" NIA IIIA NIA 10(TOP) 9" NIA 11 111• NA 12" N/A !2" NI "NIA NIA ;0(TOP) 6' IIIA 6' NA 6' NIA 6' '111A NIA IIIA to(EOrrO) 6" h/A 6" NIA 5' IIIA 6" A/A N/A" N/A ;a(F0770M) 9NA 9' N/A 9' NIA 9' ,N/A g• W. IIA(Top) 9' N/A 9' fl/A NIA 9" NIA g• .4/A IIA(TOP) 9' D" 9' 9" 9' 9' 9' 9' 11(eon.") 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 11(BOTroV) 6' IIIA 6' IIIA 6" N/A 6' 'NIA 6" N A IJ(70P) 6" It/A 6' 1!/A 6• N/A 6' N/A 6' NjI )J(roll) 6" NA 6' !!A 6• II/A G- 111A /%A /I%A iJ(BOIlUM) 6" 11/A 6' 1f/A 6' NIA 6" A% 6' NA IJ(EDTTO.U) • USE 6'OC FOR PANEL 1£NVTJ S LARGER THAN 10'-0'HID USE 12.OL AS SHOP.ON SCHEDULE FOR PWCjS LENGTHS£0145L OR SNORTER IRVI)C'-O ..MAXAIUM HKHOP,SPACINGS ARE VALID FOR J 112'EDGE DISTANCE.FOR E.D.LESS TRW S//2; ANf.HORS LEGCND REOUCC ANCHOR SPACING BT.LLRPLYING 5 ACcl6 SHOh'N ON SCHEDULE By THE FOLLO371IG FACTORS Ih'OTC:IJ;n,C.O.2'R SDLIDSET ANCHOR5 15 J� U11.FOR TP.IS OP£PARON-0 BE POSSIBLE.RE01/1E0 SPACING OBTAINED USING FACTOR SNAIL NOT BE ABHOR TYPE.. j 111111?LESS THAN MINIMUM SPACING IN04CA7ED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. i SPACR:C FACTOR TAPCON(PfGULAP,OR S.G.)PANELLLA7E D4 PANEYA•Art-WAS I J" C D. ::EDGE DISTANCE ACTUAL f D TAFCO:!(REGULPR) S.G.TAPCON•PANEL.ATC OR PANELMATE-TVAS SOLID SET SDUO SEI J- J' - .86 .75 2 1/2' - .71 .50 5)1.50 /%ftlelllsosy,A. I 1/2' _ .J5 = `5�4, ......... �s A\-'•`ti,� ��;•'• �•« FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) • G1017 TILTECO,BIL. D.DSD" BERTHA ALUMINUM STORM PANEL L.C. No.4419-7 (2.00" DEEP) GRAwl an •: EC O 01%16 /17 METAL SUPPLY, INC DArf. 1- x, 1 L EASTERN INC. 4168 II'EST ROADS DRIVE. �,•�C� +`V a TILLIT TESTING&ENGINEERING COMPANY WEST PALM BEACH•FL J3407 pffwlf. )2a9-B16J,fAK .(561 17-097 w ,� p'•. • (�`\•1! 6ISf NY.]fh Y.Ae,Y.6.Y exA Wt$!i!,n.]]ICI (581JE4:-1J16 (x57e7:e-oo.i.,:U617n1-1ss1 n.canc+ an CPAIASN.T;No WALTER TILLR Jr.,P.E. ao 1J-u] %1]/r1 SHEET ELOBIDR lic.4-79 Of 17 r -_ _-' -- r | ^^ | ! | MAXLMUM ASD DESIGN PRFSS(IRE RATING (n.s•L) AND CO RF' PONDIN AXLu-M ANCHOR SPACING SCKRDCJ7 E FOR INSTA!L ATIONS IN CONCRETE AND CONCRETE BLOCK STRUCTURES uvrwv uanvuu Axrres S✓AC0.G roe a a..J 1n'•• AroLclmi re .nYw1 uAwLP AY�mes sn¢+.G rce i. 1n•.e ASD.LYSSGN - SK ftl It 1WArLL FM'!t ASD.MSY.Y A�:IEXW.f,tD GA[SSUAf AFG.CW 7JPTO.v'S SOL.'0 SE) 5.41ARV.Y I:l\'•IxL116 FAxYLW1C NAS CPva> IfAGM 2'(NJ FA'65LR! Ff4LeAR.A^6x3 STAID SR S4IANYI NI/LWAlLS p vD,.Y1Ii MS a:CDC,w/tr YM'aNv FAv[! MNAi(1)17[1 t0 L0.vwALI[rc ulSGveY b CQ•XFnf N YtSC.vFr M--m 70 YAC?ter 2 EGN'.e(Ji rC/NSLVAw ID l#KFflt TO uASTv.Rv Or RtfR:rx}• N C6v'L'•PC Po uISII•.T' JD CSA"J.(1t T uAS.'1Yer IJ[GK'pClf ID uATOIRY ID iD.xYG£If i0 uaSGw'Y rc Aftf rc u.SOYW N°•C°IY1L v IPA:"1'(tt) 17' N/A 12' IlIIA 12' NIA 17• N/A 12' X/A 1(top) 8 1/1' N/A 9" IIIA 9' !%A 9' !J/A 9L N/A I(r0) 12' 1 1I2' 12' 12' 12' 12' IT- B 111' 12" 8 I/2" 1(9070.) 9' 7' 9' 9' 9' 9' 9" 7- 9' 7" .1(aortic") 12' f!/A IT' IIIA 17' NIA 12' .f!/A I7' N/A 2(7°:) 8' N/A 9' !IA 9' N/A 9' N/A 9' IIIA 7(IOP) 9" r 1/2- 9' 9' 9' 9" 9' 8 1/2' 9• 8 1/7' 2(BonD) 9' 1' 9' 9' 9' 9' 9" ]' 9' 9' 7(80776,) 9' N/A 9' !IIA 9" !//A 9' NA 9• NIA JA(TOP) 8" /!/A 9• IIIA 9' N/A 9• I/A 9• 1A .N(10P) •1/2' 9' 9" 9' D' 9' 8 1/2" 9' 8 1/2" J(6DTTJ) 9" I• y 9• g• 9" 9" 7' 9" 9" J(6Jn0.VJ 12' 1 1/7" 12' 12' 12" 11' 11' 8 1/1" 12" 8 1/2' 1(IDP) 9' 7' 9' g' 9" 9' B" 7' 9" 7' •(CCP) 12' 1 1/2" 12' 1 12' 12' I2' 12• a 1/2'1 12' B I/T' 1(607011) 9" 7' 9• 9' 7' g• 7• 1(90RCN) 9" N/A 9IIIA 9' N/A 9" NIA 9' N/A S1"co) B• IIIA 9' A N 9' II 'A 9 N A / / / 9' X/A J(IOP) 6 I/7" N/A ]I/7' N/A B' f!/A >I/2' N/A fl/A IIIA 5(Bono.) 5' NIA 6' IIIA 7• N/A 7• N/A II/A N/A 5(sorrom) 9' !!/A 9 I/T• ///A 10' N/A 9 1/2" JI/A N/A N/A 6(to) 7' !%A B" NIA to It/A B' IIIA 141A H/A 6(CCP) •10.0,-100 6 1/2' N/A 7 1/1' IIIA B' NIA 7 1/2' N/A IIIA NIA 6(sono") IP-0o'' •y0,0,-90.0 5' N/A G' JI/A ]' �A 7• N/A J%A N/A 6 Monv.N) 7'-G� DP 10 6" .Y/A 6 1/2• !!/A 7' NIA 6 1 10 OR ♦EDO.-E0.0 / /2. .N/A N/A !!/A >(COP) 11'-6' ICAO,-1_0.0 S' N/A 5' N/A 7• IIIA 7• NIA N A IIIA 7(TOP) LESS 6' %A 6 i/T- NIA 7" IIIA 6 1/7" NIA N/A NIA 7(80170x) 5' N/A 6' ./A 7' N/A 7' /!/A ,l•/A N/A 7(BOnOJA) N,A N/A IT•• 12•, 12•• 12• 1T•• 6'' 12'• AYA 6/ 1 6 12' 6- 12' 6- B(JOA) 1!/A N/A t2" 12' 17'' 12'• IT' 6" 17'• 6' B(Bono.)- NIA IIIA 12• 6' IT• 6' 12• 6• 12• 6- a(Bono") /A N/A IT' IT"• Il'• 11'• 12'• 6'• 12'. B•• 9(7") N/A NIA 17' 6' 12' 6' 12' 6' 12" 6- 9(TOP) 17' 1 1/2' 12" 12' 17' I2' 12' B t/Y 12' 8 1/2' 9(DDTTOA) 9' 7' 9• 9• 9' g. >• 9• 7• 9(017") 9' IIIA 9 1/2' NIA 10" NIA B In' /J/A !%A N/A 10(IC) 7' N 'A B / 111A 10' N/A B' N/A N/A ./A 10(TO) 6" N/A B N/A 6' N/A 6' /I/A NIA N% /D(e9nG.) 5• ltiA F• ./A 6' ,•'/ 6' IIIA 1 IIIA i0(6JTTOV) N/A IIIA !IIA N/A 9" •14' 9' 1 1/2' 1 I(COP) 5" 1 !%A IIIA 11/1 N/A 7• 7' 7• 7' IIA(top) 9' 1 1/2' N/A IIIA IIIA IIIA 9' 1 1/2' 9• 1 1/2" 11(6070) 5' P' I:/A r!/A N/A r% 7" 7' 7' ]• 11(60RGt) B' IIIA 6 IIIA 6" Il/A 6' N/A N/A NI aJ(TOP) 6• l:/A 6' fl/A 6' IIIA 6' IIIA !%A N/A rJ(TOP) 6 IIIA 6' IIIA e' I!/A N/A N/A 11—.1 5 NIA 6' N/A 6- N/A 6" NIA NIA Il/A 12(AXTUM) •USE 6'OC FOR PAIEI 1E11&aS URGER THU/0'-0-AND USE/2'AS 5H. M C'!SCNCDULC COR PANELS LENOTNS EOUAL OR SNCRIER THAI .AN_4'NDRS LCC£ND .."AXLVU"ANCHOR SPACINGS ARE VALID FOR J 1/2"EDGE DISIANCE FOR E.D.LESS',Iwl J 1/1; REDUCE ANCHOR SPACINVV BY AULTTPMVG SPAC.'NG S4o1W2 I OR SCHEDULE BY nroa OWNG FAC7055. A: I/4'a JAPCONS .771 1-1/1 112-AIIN, 114"f TAPCONS 114'0 wco"S THREADED PETIETWIO 114'0 IAPCONS W/I 112*AfN1m. W11 112 V&'. .1 To EXISTING WOOD W/I '/2-mm. rHREA.PrD PrwrmnoN EWS7ING WOOD A THREA h ROM HEIDER.(SEE SCHEDULE) TO EXIS77NG K05D r_to E"D PEV -DU4&) IS NO Vr (SEE SCH. 00 II a, HEADER.(SEC SCHEDULE) HEADER (SCE SCHEDULE) C-I. I* x —Ta A AJ-. jui L WOOD HEADER 11000 HFADER wroD HEADERRECUIRED WOODLI19EC HIA REOUIRED PEOxt REOVIRED Afin. SEPARAPOP., TO CLASS ....... SEPARATION o l� �-SEPA4170N TO CLASS TO GLASS ........................ q OP77ON j .................. ........... ............. A L TERNA T1 Vr JA ................ .......... -1......... 1(4'B�20 I,J1 jV20.IWNG HUT 0 1114?'0 TAPCONS 17 TRILEADED PENEIR4710m V1 MIA It 112 TO E1900D TO CLASS HEADER.15711.10(SEE SCHEOUL E) w < C-1. IV4 0 TAFLDNS J 112"MM. 11HRIA&ED PiKETRATION 0 UP31DIN P"A OF PLATE.(SLC SCHEDui-E) SC-CI701V 9 ANCI lo 'R aI I WOOD HEADER CIR, .500 -T� C-1 Ww OP17ON LT 3132'W;N��1AUF 0 C-I. A RNATIV- JA) ALTERNATIVE JA E4. rUD YAPCO14S 1 i YS W/1, 112-Is.,. -114-0 TAPXNS r,IR LADED PEH47R4TJOH IVI 1 112'Mi.' THAtE00 .............. VA)MOOTH 0 MIDWIDTH OF PLATE (SEE SCI'rDuLE) 01 PLATE.(SET SCHEDULE) To SER!AR4TIO.'J SECTIONANrH0 CLASS Ai 1/1' A L TERNA T1 VE 2 SS. rS I'/7 �� 120.C. WING NUT 0 SCALE 12 —-------- SEPARATION .......... TO GLASS . 150 C-L. '3 STUD -'-a'RY STUD A L TERNA 77 VE 4 SCALE 112' 1' a NOTE FOR EPAJHIAIA�I_q.��.Or EC 1,'Ar V /7'Ulm THREADED SAA1 C PENETRATION 0)VIDIVIOTH PEFIATV CLOSED AIN& OF PLATE (SEF SCHEDU10 WALL MOUNTING SECTIONS CAN Sr HURRICANE CONDITIONS. comBINED IN ANY WAY To SUIT ANY mIsrAuAnom -0c-'r. ALTERNATIVE 3 i UILDING CODE (Non High Velocity urricane Zone) 1 SCALE 112'- I' ^2O'7%xon."x. 0.050" BERTHA ALUMINUM STORM PANEL L.C. NOTES., (2.00" DEEP) DRAhV BI SECTION 0 STUD 1.INSTALLATIONS ARF ONLY VALID FOR IVAX AS.a DESIGN PRESSURE RATIN. EA TEII 07126 7 AND PANEL LENGTHS AS PER SCHEDULES 014 SHEET 2 STERN METAL SUPPLY, INC A L TERNA TI VE 1 T. SEE ANCHOR SCHEDULE ON SHEETS 16& I1 1LIECOINIC. 42ES WEST ROADS LR17. SCALE; I/Z' • TILLIT TESTING ENGINEERING COMPANY KrSr AALW BEACH,FL JJ407 -825J.f" -097 J.FOR NEW WOOD fRAAeF CON57RUCTION. WOOD MEIVERS 70 BE SOUTHERN 1,.- 1)209 (661)84-716 17 PINE No. 2. wl spEciFic DENsrY or oss OR mul.L. A-.: .-(� EB-0006719 WALTER A.TILL]T J,.�P.E. n0 1J-uJ .rel cfr FL04,DA U..'417SHEET 12 Of 17 . 1=0 NUSSES OR RAFTER iWOD�rRvSSES OR RAFTER 114'0 WCONS 0 24"0.c.RrovRED 0 24 DUG REOWRVD--� W/ 2*M. ED "ON r6 THREAD EXISTING K-CCO HEADER.(SCC SCHEDULE) 4- tll/llf Ait/ 11410 314' LAG To h/ EACH JOIST. LOCATE SCREW :0 6'O.C. Cont. AT MIDWIDO4 OF a 6,0 Rwo H&WeR i I i j EXISIT"G avaq C-1 WOOD HEACER 4 -(D D FrOUIRED THREADED W (D I UZ, SEIPARARON Q To GLASS PENETRARGI4. IVINO NUT 0 12*0C. ......... (D ...........-........._­1. ......... - ALTERNATIVE 5A ---------- ALTERNATIVE.SA = ALTERNATIVE tv SCALESCALE': 112'- I* E (LIMITED TO +60.0. -66.0 P.S.4 DESIGN LOAD 1� (LIMIT,L" To +60,0, -66.0 p.s.f. DESIGN LOAD !N AND UP TO 9'-0"Max. PANEL LENGTH) -- AND UP TO 9'-0-Max, PANEL LENGTH) to GLASS ............ 12'111H. EA( PENETRA TO UISTING WOOD z CADER (SEE S-I U:E) I' 45 i I 'j 7 11,12 Y"m,,. : I — I �—SLIPAP41TON SEPARATION G S -I ; I q TO C�!ASS TO GLASS VT" 3132* r ZG I i j- Nur 0 �;Ji ..-LWRY Von S.S. C. 1/11',JIJ2- 0 12 't'G NUT 0 IV O.C. T 2 x a WOOD 1 7x 6 WOOD DECK REO'O DECK REOD. 1 WOOD HEADER 7 C-f. 114' CLCO WOR OPTION ES SGTRCI THAWED V//2 a,Pwr. rm.,c&Top A L TERNA T1 VE PEWEDWATION 0 UfD&MTH sor"C" Y14-0 wComs bt-CONS A L TERM TI VE a A 7 W/111 1 112-LOU. 1 112.UW. SC4uF 112- ThROWEE,P&-Tm?7OH INREADrD PENETR VOI ............._...».,........-,.....................__». (SEE SCHEDULE) (SFE SCHEDULE) ALTERNATIVE 6 ALTERNATIVE 7 SCALE; t12SCALE 0.44 El"W'o?"Sivo i 1,INSTALLAU.'a-IS ARE ONLY W0X.A.5-D.0 FOR AlAD.DESIGN PRESSURE RATINGOF SECNONS AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2(EiCEPf.As Norro) DECK REO'OL I 1 WA4L/FL0OR/C6A.4VC hfOUNRIV SEC(XVS CAN 86 --L 2,SEE ANCHOR SCHEDULE ON SHEET 16.11 77. COMBINED W ANY WAY TO U,,ANYTHSIALLAWN. G Ir O.a NOTES, 2 1 6 WO ---.-.----•----I--• ...............—- ----- J.FOR L1,00D MME CONSTRUCTION WDOO IfEmsens To BE SOUTHERN --------------- PINE No.Z IV/SPECIRC DENSITY OF 0.55 OR COLIAL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ............ C2017 0.050" BERTHA ALUMINUM STORM PANEL ie. ' (2.00- DEEP) O.VWI 6". Z1,10 TAPCCHS 07,Z6117 W/, 11., EASTERN METAL SUPPLY, INC CAM. ENRG' 0EVlCNE=rC4I 0 11LIEC 42e8 WEST ROADS DAVE (SEE SC.E,UL I TILLIT TESTING&ENGINEERING COMPANY WEST PALO HFACh,FL 33407 17-097 ALTERNATIVE 5 SCALE 112" • WALTER'LOR'A TIUIT J'„P.E. woOD TRUSSES OR RAFTER 114"0 LONG ELCO 0 24 0. C. REQUIRED PANEL AIATES OR'aG. rAPCONS W/2"Min. 1IfRIEAOED PENETRATION /I- .......... To EXISTING WOOD N. IiEADER. (SEE SCHEDULE) 500 —- ------ H I A A A(Tr. (606J-76) 7/$3 3IJ2- Alum. TUBE W/ WING NUTS 0 12"iO.C. (J).5116'0 x 4 114"a x 314" LAG SCREWS TO EACH JOIST ITW1,101LOE T, 'K SCRF LOCATE SCREW (p 6"D.C. AT womlow or EXISRUG WOOD WOOL') HEADER MEMBER (2"40, REQUIRED I NOLff1,14WIDTH) L Lo W1 2"Min.t THREADED I"kf;n' PENETR4TION. : SEPARA FION SEPARATION FO GLASS TO CLASS LIT AL TERNA T1 VE 10A 718'o r 31.12' KIING NUT 0 SCALE EMERY STUD 4 In NOTES' (LIA41TED TO +60.0. -66.0 P-s-1- DESIGN LOAD AND UP TO 9'-0'Max. PANEL LENGTH) 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING PANELS LENG7,L7S AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) ............. 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. 3. FOR NEW WOOD FRAME CONSTRUCTION.' WOOD 11EMBERS TO BE 71810 x 3I32' i o SOUTHERN P114E No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. WING Nur 0 r-1 m EVERY STUD j 0. C. OF.SECTIONS NOTE FOP COMBINATIONlite OI? 2-x 6" id WOOD DECK IVALLIFLOORICEILING MOU14TING SECTIONS CAN Cont. CAN 'LLATJO� REQUIRED j COMBINED IN ANY WAY TO SUIT ANY INSTALLATI 011 1.000 (NO PNISH MIN, r ALLOWED) 10 • 2" 'OU"r 4- LATE Cont. ED 14 W/ 0 TAPCONS ........ 1 112"Afin. THREADED PENETRATION ol 11101,10TH OF PLATE. (SEE SCHDOLE) /1�4*1 0 I/Y""in.rAPCONS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ALTERNATIVE A L TERNA T1 VE 10 WTSHERi�OCO PENETRARON C2677 TUE00,Inc, .050* BERTHA ALUMINUM STORM PANEL Lc E SCHEDULE) - DEEP) (2.00' a A101&I. SCALE: 112"= I' SCALE 112" EASTERN METAL SUPPLY, INC /17ME:C:�O It� '2"''n'.Zm'.'FL'zb TILLIT TESTING&ENGINEERING COMPANY INSTALLATION DETAILS ON EXISTING WOOD BUILD ..30.-t.1-1 IINEE ..Mi., P�'ot'r. r".(3$1)874$-'7'd 17-097 P;- - aw"Nal mmo Na CS-000671i T WALTER A, .1P.E. HEET 14 Of 17 FLORIO 41E7 -7-1 LT%J�,P lti I "Avn. '2' r EXISTING1 7/8'Af;'_ ex/sTfull PENETIATION BRICK V.—HER I14'ft8'ELCO—1.PANEUIATE _2' -0 CONS BRICK C14ER 114708'ELCO a"PANELMATE In NAS ANCHORS OR 114 UPC 7/ (SEE SCHEDULE). NAS ANCHORS OR 11410 WCONS (SEE SCHEDULE). A. / , V al 717,71 7� 250" may— sr� 6�� L V 250" WOOD /X I'EADER-l' IN HEADER REQUIRED fu RECULREO WOOD 'Av 3 on EXISTING INTEL i LST,-EL ANGLE L n' I EXISTING T! STEEL ANGLE LiffrEl. AS APPLICABLE AS APPLICABLE 19 SEPAPATiall 1,Alm- TO CLASS STO GLASS CRAPAPON A,- opnom /i OPTION J7 ALTERNATIVE 11A ALTERNATIVE 11 A v rl NOTES: I. INSTALLATIONS ARE ONLY VALID FOR IMAX. A.S.D. DESIGN PRESSURE RATING rXiSTIN6 H AND PANELS LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) VR.'Cle SILL i > 2. SEE ANCHOR SCHEDULE ON SHEET 16 e, 17. I WOOD a FOR NEW WOOD FRAME CONS7RUC770m IvOOD),.,EA4BERs To BE SOUTHERN PLATE PINE No. 2, IV/SPECIFIC DENSITY Of'0.55 OR EQUAL. flASh-MG AS PENETRATION more FOR COALIBINATION OF SECTIONS ------- IVALL/fZOORICEALING HOU MING SECTIONS CAN HE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. EXISTING--" 2',4'STUDS A 5 cont 0 16. D.C. IV— REWO 'z j'EXISTING 1.6n. 112-PL11110CD ',-EXISTING 11410.0"ELCO mole PANELMATE I REDID(Typ) IV rAsmaliG BRICK SILL NAS ANCHORS OR 11410 TApCOp., TO STUDS AS PER 114'0-20 x 314' (SEE SCHEDULE) TO EVISIING PLYWOOD. SECTION 2304 OF WE S.S. BOLTS W/718 FLORIDA BUILDING CODE. 31J2'IruG mur 9 12'0.C ALTERNATIVE 11 BUILD—OUT INSTALLATION SCALE: 112"- I "'........ VALID FOR WAX. A.S.0 DESIGN PRESSURE RATING +50.0. —60.0 p.s.f. FOR UP TO z' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 78" PANELS LENGTHS, AND FOR +50.0, —50.0 p.s.f., FOR PANEL LENGTHS GREATEk 14o.44167 02017 7MECO.n.-C. 0.050" BERTHA ALUMINUM STORM PANEL L.C. THAI,! 78" UP TO 709" (2.00" DEEP) �w By. I D�A EAST07126117 ERN METAL SUPPLY, INC LATE.- Z�T�ILTE�CO 12 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS WSr68 WESr ROAD DRME OW,.A� 0 ." TILUT IEST.1;&11IMEEll..COMPANY FALAI'MCN,FL 33407 -91 P11011C.(550209-a2el.FAX:(.160811-1716 17-097 /OMAN- 0 Sy 511 0e. rAl'M 1531"'.' n.. ORMA ES-0006719 WALTER.A.'-ILLJT J,..P.E. I SHCE7 I 4A or 17 I'LOVIDA 1 2 1/4'0 WCONS W/ 7 r/1'YK "REACEO PLNETRAT70.N TO fxrrm-o WCOD HFAOLT. —1/4'p-20 S. S.M4CHINE (SEE S,^.NCINfLf) Bar W/Nut R WASNFR 7/e'r 3/3S" !" lm — EVERY STUO I00D HEAOERi RECUIRfDr"f.JfnlI"M7n.S£P�, i TG CLASS 1 { i 1/4'0-20 r J/4. S.S.BOLTS H/718-1 '770 NUT'0 j 1 JrJ2O- n I2* Nd D.C. 12• i ! f 7 S: 2 z4'PlODD 1 X S 7RMp PL4Tf REO'D. t .-BECK REOW.' _� w i 7 ;...�._.....-1—_—._......_ ..__._....._.. ._ ��—__.... 1/1-0a 14PC01S. I/'0 "_-------- — S.GPC0t5 OR t/4' �0 ..1 ,Q.. o®All-E-- ._ _ C.N.----- ' . PANEL MALES FULLL 771RFApEO PENETRATION to TAPCONS PtnWOD.(SEE SCHEDULE) H/1 :/2.1411). EX1577NC Min. i/<""P!riYODD THRCADED PENETPA7l0N REO•D(TYP)V!/FASTENf74G (SEE SCHEDULE) TO STUDS AS PER SEC770M 2304 OF DTE ALTERNATIVE I FLORIDA BUILDING CODE SCLC: 712".- 1" ALTERNATIYE I SCIC:'1/1'" t' NIIT£S: J. INSTALLATIONS APE ONLY VALID FOR MAX., A.S.D. DESIGN PRESSURE RATING * VALID FOR MAX. A.S.D. DESIGN PRESSURE.RATING 450.0, —60.0 p.s./. FOR UP TO AND PANELS LENGTHS AS FER SCHEDULES Off SHEET 2 7E" PA14ELS LENGTHS, AND FOP 450.0, —50.0 p.s.%, FOR PANEL LENGTHS GREATER 2. SEE ANCHOR SCHEDULE ON SHEET 16 u 17. THAN M";yF%r A KIj.0B" J FOR PINE Not WD FRAME 2,07IIY/SP£CtflC DENSIrYnOFI WOOD O.55 ORMEGUAL.S TO DE SOUTHERN §``15to. . N5 :x o.44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) '{k'•: ?:k 4510:77n7ECB.Pe. 0.050" BERTHA ALUMINUM STORM PANEL L.C. N07E FCR COMBINATION OF'5ECTlONS -- (2.00" DEEP) cRAltw Br' {PALL MOUNTING SECTIONS CAN BE' `t �""' EASTERN METAL SUPPLY, INC 07ZKTE77 COMBINED IN ANY Y/aY 70 SUET ANY 1NSTALv1NON. ' 1 L ECC►,x�. X 4268 WEST ROAD$,OR" ��q TILUT 7ESTINO Y ENGINEERING COMPANY WEBf PALM BEACH,fl.33407 17-097 '`�' 6333 urr.3e S•»st._^a`,uAac cwz9ri,rt STftt PHONE:(SS1)203.52G3.EAR(68f)841»1716 (3157%1:-f L3ri'Ti-fSlf wiYfnY nrt DR4tNNB 7M as I!•b! l.4/f m Yts1,TER A TILUT J•..0.E. 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NIA NIA x(BOriOM) 9' N/A N/A z(Borrow) 9' NAA NAA SA(TOP) 9' NAA MIA JA(TOP) A%A NIA 3A(TOP 9' NIA N/A 3(80170M) 9' N/A N/A J(BORON) 9' NIA NAA J(EOrraw) 12' P12 NIA 4(TOP) 12' N/A NIA 4(TDP) / 12' NIA NIA 4(TOP) u' NAA ♦(B07T0/1) t2" NIA NIA 4(BATON) i2" NIA NIA 4(BOTTOM) 9• N/A SA(TCP) 9' NIA N/A 54{rap) A'fA NIA 5A(TOP) 9• NIA S(EORON) 5.112' NIA NIA 5(Borrow) F' NIA NIA 5(Borrow) 9' N/A 6(BOTTOM) 5'111 NIA NIA 6'(BOrrON) b' NAA N/A B(E07701e) a4G.0, -420 d 112' NIA 7(BOTTOM) 8'ORo" 44ac, 40.0 5 NAA NIA 7(Bomov) >8'-0' +40.0,-4o.o 5 112' NIA NIA 7(BorTou) BOR" tlR IJ'-ro up 0'' 460.0,r£0.0 NIA 12' 12' B{TOP) LESS 1E55 N/A 11' B(TOY) LESS lE55 N/A 17' 12' 8(TOP) NIA 12' PIA(IICP) NIA 12"• 12'• 6(BOTTWO NIA 12 12' 8(BOfrON) NIA 12' (top) NIA 12'• t1'• 9(rap) !,A 12" 12' 9(rop) tz" N/! 12" NIA NAA 9(BOTTOM) 12" N1A 141A 9{Borrow) 6' NAA NAA 5 I/2' f1/A N/A TO(60T'(OAJ) 6• NIA NIA Io(B07TOM) 9- NIA 9' 9' IIIA P. 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EASTERN METAL SUPPLY, INC z wEsr vaA BEACH.n.33407 a1 TILUT TESTING It ENGINEERING COMPANY )7—pgj PHOfJE:(i )bt 709-B2SJ,rAt(581)841-1716 A 5>.5:•.X75.V+,.Nh 41•v:A3.rt 33tas •tj�L�( •• Iii; (-bsJS EB-:006?1 i(3C6)exI-Is3I mcm.e+ ORAIMVG Nc '4NLTER A.7LjL_N„P.E: aD 1!�! a.rc rtv.3.• SHEET 16 of R • FLORIDA.Lic.a;1671 91 MAXWUM ASD DESIGN PRESSURE RATWG (p s f) AND CORRESPONDING MAXIMUM ANCHOR __ SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDWGS 1Nn444 M'OCD lAfT0:LR6 AP-C`I9LE 10 1--u RMO IASTWERB A-PMwlf 10 41AaNd/ MDOD lASIi11CRt MPLYJELE ID —a.OtSM'v ALTEPNIMS/tr lavaruu PAA'EL 450.DES", NRRWn.Es/tr 44T1uLW P.V1rl, AS.a DE51:..•I PRESSURE RLDUtA9 6.a1APG44 PInYEW16 Nn OOUB:NaM.W AEA:M'7'(a) PRCSSf/AE REGUUR S.GTNCGI P IAT My WMB.-N V Gm Y'(ll. PRESSUPE REmA. 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A40.0, -40.0 ! 1/2" NIA 7(OO7TOAf) >8'••0' 190.0, -90.0 J' NIA NIA 7(BORCM) 7'-O•' UP UP TO UP UP r0 +80.0, -90.J IIIA 12' 6" 8(TOP) LE55 +60.0, -60.0 NIA 6'• 8(TOP) • 12'-6' MICao. -IJO.O N A UP./ T2' 6' 8(TOP) LESS NIA 12' 6' B(BOTOM) NIA6" 8(BOTTOA:) N/A 1j• 6' B(BOTTOM) NIA 12' 6' 9(TOP) NIA 6' 9(TO) NIA 12" 6' 9(TOP) II' NIA NIA 9(BOT70hf) f2' N/A 9(007701.) 9' NIA A/A 9(BOTTO.v) J 112- NIA NIA 10(BOTTOM) 4NIA 10(BOrm") J' 11/A Il/A 10(BOTTOM) 9' NIA 9" If/,(TCP) I1' NIA 10 f/2' ITA(TOP- 5' l.VA 6' IIA(TCP) A%A NIA NIA IT(BOTT0.1f) 4"•• NIA 4'•• 1;(BOrro I)•• ., NIA NIA NIA I1(BD170M) 6' NIA NIA 1J(TOP) 12' NIA NIA 13(la) 6' NIA NIA 11(TCP) S 1/2- NIA NIA I!(BOROM) 4NIA NIA -TJ(BOrTJM) J' NIA NIA IJ(BOTTOM) 11/5 NIA NIA 14(POT-,CM) 4"•• 4'•• 4'•• 14(80770.,'/)•• NIA NIA NIA 14(B0I70M) • USE 6'CC SPACING FOR PANEL LENGTHS LARGER THAN 10'- 0'af0 USE 12'CC AS SHOWN ON SCHEDULE FOP.PANELS LENGTHS£OVAL OP SHORTER"LAN TO'-O' .. VALID ONLY FOR UP TD.50.0, -50.0 p.r..T. MAY.AS.D. DESIGN PRESSURE WING Is9TH f08"hi r PAWEL LENGTHS. _____ _d�f'TlLliffFgAJJyy�y FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.,W 67 s2017 TKTEOO,Na 0.050" BERTHA ALUMINUM STORM PANEL Lc. 'F (2.00" DEEP) GA,01N BI Pr 07/26117 L/ EASTERN METAL SUPPLY, INC WE. 1 L E C O INC. r,-,/'., •^' •j ` 1 ' TILUT TESTING h ENGINEERING COMPANY 4268 WEST M405.j3107, 31 MYSi PAM BLtCTi 12.J1f07 "1 �y �5 1 a-s ,1 nl•S pw.Jen,sc.R•.'..5vta-c'c .n.—I PHONE.'(561)209-826J,1'AX:(35I)e41-17,6 (1-�97 dv�T1/r L. •..,.:Uw)n+"Iesa ...... EB-0006719 CR1055T.A'4 IMLiER h TILUT Jr„P.E. Mrd SHEET 17 O(17 TLORIDA Lic.4x,67 I• I. I