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Publications Contact Us I BCIS Site Map Links Search b a tic *" Product Approval ~w. 2 USER:,Public User Product Approval Menu > Product or Application Search > Application List > Appl' I y FL # FL11964-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Eastern Metal Supply 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 Irodriguez@easternmetal.com Bill Feeley Irodriguez@easternmetal.com Category 2!:S7hutjtersSubcategory el Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 7 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tillit, Jr Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. i Validation Checklist - Hardcopy Received Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY, INC. DRAWING 17-097 CERTIFICATION OF INDEPENDENCE.PDF FL11964 R4 COI EASTERN METAL SUPPLY, INC 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 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=WGEVXQwtDgsxYleb4opODchXgaXPmSkBJJXaX6PJpjVBZizIpQE%2fOg%3d%3d 1/2 11 /25/2019 Florida Building Code Online 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 F Model, Number or Name Description i 11964.1 0.050" Bertha Aluminum Storm Panel I Corrugated aluminum Storm Panels retained or not by tracks to ' (2 inch)- Drawing number 17-097 provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R4 II EASTERN METAL SUPPLY, INC. DRAWING 17- Approved for use outside HVHZ: Yes 097 0.050 BERTHA ALUMINUM STORM PANELPDF 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 ASO and 4'-0" for +90, -130 p.s.f. ASD for retained panels. See FL11964 R4 AE EASTERN METAL SUPPLY, INC. DRAWING sheet 2 of installation drawing for other spans and pressures. 17-097 PRODUCT EVALUATION REPORT.PDF jCreated 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 17- provide hurricane protection. 089 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R4 II EASTERN METAL SUPPLY, INC DRAWING 17- 089 24 GAGE GALVANIZED BERTHA STEEL STORM PANELPDF Approved for use outside HVHZ: Yes i Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile. Max. span is 9'-10" for +32.6, -32.6 Evaluation Reports p.s.f. ASD and T-8" for +58.0, -58.0 p.s.f. ASD See sheet 2 of FL11964 R4 AE EASTERN METAL SUPPLY, INC DRAWING 17- 089 PRODUCT OF EVALUATION REPORT.PDF installation drawings for other spans and pressures. Created by Independent Third Party: Yes 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: j ® ® eCfieck Credit• Safe SBCUI"Itym ETRICS' a https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBJJXaX6PJpjVBZizlpQE%2fOg%3d%3d 2/2 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 WAND LOADS WAS N01 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, g 0812.01-05 AND !Y 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 0 (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 3004-1134 ALLOY. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASS0_QIAT10N 6063-T6 ALLOY & TEMPER UNLESS OTHERWISE NOTED. STORM PANEL COMPONENTS 4 STUDDED PLATE AND v 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 AJSI 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 ITW/ BUILDEX. -1/4"0 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4"0 X 3/4" SOLID 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. NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G. TAPCONS, ELCO PANELMATE, ELCO TVAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4".' 8.2) -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. 8.3) 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 8.1) & B.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. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING 114STALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2, 3, 3A & 4 SHALL NOT BE USED. B. 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 IS 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. (c) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.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/SHE DOES 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. SITE (d) BECOMEETHECENGINEECTS SHALL BE ER OF RECORD (EOPR.) FORARED THE PRRIDA OJECTEGISTERED AND WHO WIILLIN13EROR RESPONSIBLE CWHICH 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) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. A.3) IN CASE THAT PRECAST STONE, PRECASI 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 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. (8) 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. THIS DRAWING SHALL ONLY BE USED TO -1/4"0 x 3/4" SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. frP'�T. '°; OBTAIN PERMITS IN THE STATE OF FLORIDA No. 44167 `g `y FLORIDA BUILDING CODE (Non High Velocity Hurricane eson ntrzc» rec 0.050" BERTHA ALUMINUM STORM PANEL STAR OF ro. + (2.00" DEEP) nwn c 74J01' (TOTAL WIDTH)--� 12.000' (EFFECTIVE WIDTH) 1 170- Q 7 AS APPLMABLE,� 0.800" Ow.) � RwJ •C o , �i o ryh° o ! 2.020" 2.020" -- -r FULL PANEL W/ HEMMED EDGES 8. 151' (TOrAL WIDTH) '6.000°(EFFECTIVE WIDTH) `y 1.070' i I ®•4A.8�➢-�PUCAkE7, f �/ '00"(rYp-) 1 o `-0.2.50° N HALF PANEL_.-W/ HEMMED EDGES 14.375" (TOTAL WIDTH)-- --12.000- (EFFECTIVE WIDTH) 1.070", A 1�.170" 1,070'---J I �Q&AS APPL/GBLE�� I 050 °RYP.) i Rro) % o / g O N Is _. - -T - 2.0 0" �- OPTIONAL FULL PANEL W O HEMMED EDGES Ql STORM PANEL SCALE : 114' a I' NZ-r -CONCRETE ANCHORS (SEE SCHEDULE)- ,J`--+ Mox. 1 I -,M � 1 M'a. 1 u;a. I-3"-I-------CONCRETE ANCHORS (SEE SCHEDULE)-----3"-! Mai+� STORM PANEL Mu,� TYPICAL ELEVATION M. T. 5. 1/4- Mox. GAP 114" Max. CAP--j SECTION_ A -A N. T. S. -8.425" (TOTAL WDTH).--- - 6.000 (EFFECTIVE WIDTH) ¢. 860.. 170" 10.0. APPLICABLE RrP) L O 0 N y No.44167 - PANP.IS RETARDED AT BOTH ENDS WITH TRACKS mows@® OR DWCT aMOEINTEDgt A aikUM ASD. DESIGN PRESSURE RAnNG (v.a.EJ May. PANEL LENGTH L (II.) 1,30.0, -JO.O 13'-0' +35.0, -35.0 12'_8' +40.0, -40.0 12'_4' +45.0. -45.0 +sn.0, -50.0 +55.0, -55.0 10'-0' +60.0. -60.0 9'-4- +700, -70.0 8'-0" 480.0, -80.0 7'-0' +90.0, -90.0 6'-J' +90.0, -100.0 5'-7^ +90.0, -110.0 +90.0, -120.0 4'-8• +90.0, -130.0 ¢'-0' PANELS RETARM AT LEAST IN ONE OP Tim ENDS WITH TRACKS OG&OR ®* AAXIYUM A.S.D. DESIGN FRESSURF RAnNG M . PANEL LENGTH L M.) +30.0, -30.0 +J5.0, -35.0 12'-0" +40.0, -40.0 11'-3" +45.0. -45.0 r0'-0" +50.01 -50.0 +55.0. -55.0 +60.0, -60.0 7'-6" +70.0. -70.0 6'-5^ +80.0. -80.0 +90.0, -90.0 5'-0^ +90.01 -100.0 5'_0^ +90.0. -110.0 5'-0" +90.0. -120.0 4' 9' +90.0. -130.0 4'-4 1/2" MAX. "D. DESIGN PRESSURE RATLNF, & MAXIMUM PANEL LENGTH FOR INTERNALLY REMOVABLE PANELS AS PER MOUNTING INSTALLATIONS ON SHEET 7 OF 17 IS + 50.0. - 50.0 P.s.(. W/ 88" MAX. PANEL LENGTH. MAX, AS DESIGN PRESSURE RATING & MAXIMUM PANEL LENGTH FOR MOUNTING AS PER AL TERNATWE ,,9g71 ANo 14 ON SHEET I4A AND 15 OF 17, RESPCCTASLY, ARE +50.0,-60.0 !,,/. FOR 78' Mox, PANEL LENGTH, AND +50.0, -50.0 p-f.. FOR UP TO ,08" PANEL LENGTH. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 114' 0 - S. S. bOACIM BOLT W1 NUT & WASHER L t4 4 114' IQ '090'. 2.344' 30 "b" HEADER j0 (1) 3' Atax, "Ll -BUILD OUT (Z) REVERSED "F- ANGLE TRACK So Y' TRACK ANGLE DP. x aoto R. f.30, —1 FE + .250' -Jl4' J74' i 2.49J* (A) I" TRACK OPTIONAL J' M,, 'U- BUILD OUT HEA -"U' HEADER .1" MAX ANGLE BUILD OUT BRAPAU wl- 0" -2. S S SW k�4;Ell -20 S S. STUD 114- 1 -W SW P, D 10 ANSUI 4P 12' a C ON SCOMNS. 7_ '0 0 SPACAM SHOWN LEG lOGBOY, (2) STUDDED ANGLE LARGE KEY HOLE (OPTION I) SMALL KEY HOLE (OPTION 9 12 KEY HOLE AT PANEL T -7 15 SNAP CA B.O.16 ANGLE J14' -- COMPONENTS r ROUND HOLE AT PANEL MINI WALL 1.75"x&632 ANGLE WITH STUD —.. ".. 1. _ %.957' 0.625 1 = Mill. .085, lot 2-WIMAX 1/8- ANGLE WITH STUD KEY HOME WASHER (R,STUDDED C. 31 FLORIDA BUILDING CODE Iv C-17 1117ECO, INC. A owns BERTH DETAIL 1: sw wl mNG Nu f2SEDRIES S RAVED 10 PLAIr V 12' ca No. 44167 Ion High Velocity Hurricane 2 \ N 9 Conf. CONCRETE ANCHORS CONCRETE ANCHORS \—L2j5o0' (SEE SCHEDULE) (SEE SCHEDULE) \ p1.0 71 i \ I \• I I POURED ED. `� t POURED E0. i I T CONCRETE I CONCRE COIICR E7 REOU/Rf0 \\ i 2 \ 1 I I h y IUM. SEPARATION ! yT • ; 1 I IV GLASS I vTl I � U I I i � 1'MTSEPARATIONI T I I I i O GLASS1/<' o-2D r 3 /4• I IS.S. BOLTS W/ 7/B' I d i J/J2' KING NUT O I �z L/2' 0. C.. 7y r i �I I o j POURS I CONCRETE / ORNCOVCRETE - OR CONCRETE BLOCK WALL / - BLOCK WALL E.D, i REQUIRED REQUIRED E. D. .5625" CONCRETE ANCHORS! 250' CONCRETE ANCHORS \VJ_ (SEE SCHEDULE! Aror. 6 Cont. (SEE SCHEDULE) �/ / s c-f. / WALL MOUNTING INSTALLATION SECTION 0 ANCHOR SECTION 2 SCALE : 112' - I' I lN- L� POURED CONCRET REOUlRED .500' CONCRETE .25U' SEE SCHE Mar. FOR SPAC1 mvr E.O. I I Min. S£PARARON I TO GLASS I I \ i i I I i I I I' Min. TO OPWN it SECTION 3A \ _ ,GO_ onG �• r a 2 T W � I W I I t N I I �- 1' Min. sm"RON 1 TO CLASS - I I d 2 OPTION �2 SECTION 3A 1/4' 0-20 J/S.12B01�w 7/. 12' 0. C. I I CONCRETE OR CONCRETE BLOCK WALL REQUIRED E.D. I 2 _1 POUR._ .566" 1 I CONRETE / 7/B• r J/72• 1y E. D. - EDGE OfSKANCE _ j E.O. OP CONf,RET£ WWG NUK ® d 5 (SEE SCHEDULE ON - J 5 r-f. I I BLOCK WALL / REQUIRED I - I EVERY STUD C ® 12' O C ; H SH£E75 9 & 10 & I1) CONCRETE <,lCHOAS (SEE SCHEDULE) BU ©l' ST b NOTE FOR COMBINATTON OF SECTIONS �i„ 9 Conf. r �.' SECnON 0 STUD WALL MOUNTING SECTIONS CAN BE coLleiNED ���, �,`� - "'�ly�•, ' r WALL MOUNTING INSTALLATION IN ANY ivnr TO SUIT ANY rnsrALunaN ;° ;' No 44167 ; SECTION 1 SCALE : ,/z = , ' VALID ALSO • >,' NOT£ : DETAIL OF SECTION ® STUD FOR WALL MOUNTING INSTALLATION - SECTION 2 (TOP) , SECTION ® ANCHOR POURED CO CONCRETE I REQUIRED CONK. (OPEN POSY,/ON 4) CON,. (OPEN POSITION' 4) /J2" JD kc' (OPEN PaSRTON +) SECTION ® STUD L—j TYP. TOP/BOTTOM WALL A0UNTING INSTALLA REMAIN CLOSED AT NN TION + No E, :SNAP CAP , SECTION 4 HURRICANE CONDITIONS. SCALE: I/2' - I' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SOLID SET OR ELCO mole PANELMATE OR S.C. TAPCONS / E4ERYnSTUD CONCRETE ANCHORS E 0 O OZ OR ® IY/I/10-20 SDEIYALK BOLT OR ® I� ® }Z' pp C. (SEE SCHEDULE) \ CONCRETE AIICHORS / AT PANECMAIES 1_ 3 Cont ,' Min. CONCRETE ANCHORS E D. (SEE SCHEDULE) E D` 0 OR ®W/ ,J W11/4"0-20 TRUSSHFAD BOLT + + \ OR S.C. TAPCONS Al(SEE SCHEDULE) T T (SEE SCHEDULE FOR SPACING) \\ \ Al �f POURCD CONCRETE I r--,�-- POURED CONCRETE REOUrREO 1•j I T 1• -___ _ j \. I REQUIRED E0. POURED �\ CONCRETE I '' -\`•\ I` r POURED `, I REQUIRED I I 1 1 CONCRETE o \ I I OR CONCRETE \�� \ ♦ �\ I I I i, hE I iCALTERMFE fG LOGINONJ I BLOCK WALE 'o �\ REQUIRED jI 4 Cont. Cont. !/4` 0-20 x J�4` ' I,I BOLTS 1� j I J/JZ WING NU I® 12" O.C. I Ixl 1 I I CONCRETE ANCHORS SECTION 5A W (SEE SCHEDULE) `.• UU i I N I 1 N I WNN I I W I I y 11W I In i 2 1" Min. SEPARARON ! I i v TO CLASS I' Mlb. SEPARATION POURED TO C(A55 TO Gam. I W CONCRETE'\ RE UIRED 4l i I 7/B` x J/J1' o I i 4" o-ZO x I o :�'. NTNC N D 2 I �4' S.S. BOLTS \ • ;\ \' . \ \ `. i LVERY STUD I j 9 i B W O. C I N4NC NUl ®/J7• 1 1 I I Cont. I i IZ" O. C. I CONCRETE Il�j a I j OR CONCRETE 1 ' 1. 125" 7 BLOCK WALL W/ + I -Goof. REOU,'RED ,/ 1 I q i 1 T OPTION /2 POURED CONCRETE t POURED CONCRETE-1 SECTION 5A REOUIREU j / REQUIRED CONCAVE ANCHORS C O, / CONCRETE ANCHORS SOLID SET OR ELCO mole PANELM4TE OR SO, TAPCONS / (SEE SCHEDULE) (SEE SCHEDULE) E D B 1© OR @ W/1/4 0-20 SIDENALK BOLT OR a J 0 OR •@W/ IJ W/1/4 0-20 IRUSSHFAO BOLT + + CEILING & FLDOR MOUNT/NG (SEES EODfE OR SPACING) i CEILING & FLOOR MOUNTING DIf7FL'T-WACt�6 NTING INSTALLATION (D. INSTALLATION - SECTION 7 �„_I" Mm. SEPARARON IQ INSTALLATION - SECTION 6 - SECTION 8 SCALE ; 1/2' _ 1" TD GLASS J/J2' SCALE 1 2' ESTUD 7' SCALE 1/2' 1" WING NU D / VERY SC 9 i 1 9 17" O. C. - / Ccnt. i j ]. 125' I i al I POURED CONCRETE L REQUIRED CONCRETE ANCHORSE. A (SEE SCHEDULE) BUILD -OUT & FLOOR MOUNTING INSTALLATION - SECTION 5 SCALE : 1/2" - 1' E. D. _ EDGE DISTANCE - (SEf SCHEDULE ON SHEETS 9 &' JO & Il) +11 .• •. p•• ,11 P� ..• r�Np \ DF •. 9 _ ,`.� i y�V No.441G7 • N07£ FOR COMBINATION'OF SECTIONS : .� ' M WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. '; /�`I�„/_.71�p. ,•�1�ie - - - - - • , � SrS1l/CC011�9/�J�A�J-��I ' ' I FLORIDA BUILDING CODE (Non High Velocity Hurricane SOLID SET OR ELCO mole PAN£LMATE OR S.G. TAPCONS 0 12 OR 12A W/1/4'1¢'-20 SIDEWALK BOLT OR 0 Q OR 12AW/ 13 Y/1/4 0-20 7RUSSHE4D BOLT i a/ —7/80 x 3/32" WING NUTS ® 12" O.C. (SEE SCHEDULE FOR SPACING) AT PANELMAT£S OR S.G. 7APCONS r I \ I 'I I I I i f G I I I I POURED 4i CONCRETE REQUIRED I 1 I I I i I I i I I y I I I I 4i 1" Min. SEPARATION I 1 r I I I W TO GLASS H I I � y V I I I I r I U 1 I I 7/8" A x 3/32" j WING NUT 0- 1 1 o EVERY STUD `1 ® 12" 0. C. i t 1 POURED CONCRETE OR CONCRETE W I BLOCK WALL 1 REQUIRED i F i I CONCRETE ANCHORS (SEE SCHEDULE) i Cont. WALL MOUNTING INSTALLATION SECTION 9 SC.AIF : 1/2" = I" CONCRETE ANCHORS � (SEE SCHEDULE) ` E. D. POURED CONCRETE I 1 REQUIRED ''� i-- EQ. ,— EQ. --i i i i I I 1 1 " Min. SEPARATION TO GLASS i I I i 7/8" 0 x 3/32" WING NUT B — EVERY STUD 0 12" 0. C. L� Cont. I ALTERNATE LEG j F— LOCATION ^I--Za ---- -- Cont. N W Z I I jPOURED I�! 7^—�•� j j L CONCRETE / i; REQUIRED }� CONCRETE ANCHORS (SEE SCHEDULE) L ED - E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9 & 10 & 11) NOTE FOR COMB/NATION OF SFCTIONS WALL/FLOOR/CEILING MOUNTING SECTIONS CAN RF COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SIDE WALK BOLTS ARE 3/4"e1x3/32"THICK HEAD MACHINE SCREW W/LENG7H AS PER NOTES A.2 & 8.2 (SHEET 1) TRUSS HEAD BOLTS ARE 1/2"0x1/87H1CK HEAD MACHINE_ SCREW W%LENGTH AS PER NOTES A.2 & B.2 (SHEET 1) EDGE OF SLAB /F APPLICABLE FLORIDA BUILDING CODE (Non High Velocity Hurricane 1 1144BLOCK___ PENE7RA CONCRET 2. 70 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 2' MAX •orb• ELCO male L ELAIME TVAS ANCHORS OR 114' 0 'ONS OR 1/4' 0 ELCO MALE ELMATES (SEE SCHEDULE FOR SPACING). OPTION j SECTION 11A I' Min. SEPAPATION r0 GLASS BRI6'K VEENEH ' I BRICK "LL S:S. BOLTS W/ 7/810x I I / 3/32- W/HC NUT b I I � 12� 0. C. 1 1/4• MIN. ; /' % f/ '� 1 i PENETRATION TO: _ / / �/W. EX6nTlC/ CONCRETE BLOCK j fTASN/NC AS 2' TO cc NCRM J �� APPLICABLE I � I ry a:___ T__r-___ ___- I I I ) I I � I i I 2' J J/7'--I COnf. f Mox. L \ EXISnNG BRICK VEENER POURED CONCRETE 1/4 Orb• EL Comore' OR CONCRETE BLOCK PANELMATE "AS ANCHORS OR 1/4- 0 WALL REQUIRED rAPCONS OR 1/4' 0 ELCO MALE PAN£LMATES (SEE SCHEDULE FOR SPACING). - . -BUILD OUT - INSTALLATION SECTION 11 SCALE : J/8• - I' 2• J 1/2' .' '' ! 4Wc , aCON —_ ! /o POURED CONCRETE P71 /I bxH' ELCO male-EXISTIN PANELMATF lVAS ANCHORS OR )/4' o STFEL . OF CONCRETE BLOCK WALL REWIRED APLVNS OR 1/4- 0 ELCO M41E AS APf i PANELMATES (SEE SCHEDULE FOR SPACING). A' OP7FON J2 SECTION 11A ,tti+ti�F. Fl AL T/ 2'/ P L _ y` �l No.Vp�d41.667 ONAL BRICK VEEN£R cont. E. D. a EDGE VISTANCE (SEE SCHEDULE ON _ SHEE75 9 "to SIDEWALK BOLTS ARE V4'0, 2WCK HEAD NOTE FOR COMBINATION OF SECTIONS : CN/NE SCREW rH AS PER NOTES A2 h 9.2 (SHEET 1) WALL/FLOOR/CEILING MOUN77NG SEC77ONS CAN BE TRUSS HEAD BOL75 ARE 7/Yor1/B7H/CK HEAD MACHINE SCREW COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. W/LENGiYf AS PER NOTES A2 & 8.2 (SHEET 1) FLORIDA BUILDING CODE (Non High Velocity Hurricane ADJACENT INTERIORLY ADJACENT PANEL--. REMOVABLE =—PANEL 1/a' Max.CAP STORM PANEL 1/4 A(GX. GAP . � _ I SECTION S-B 0 SCALE : 1 1/2" = 1' 8 (BOTT) 12A,126 8 (BOTT) 1 1I4 G-20r, " S.S. —� ADJACENT SIDEHALK BOLTS. PANEL ' WI 7/8" X J/32" INTERIORLY t WING NUTS AT REMOVABLE ADJACENT OVERLAP -- STORM PANEL PANEL t�(BOTT) 8 (BOTT) 12A,128 INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION SCALE : 1 1/2' - I CONCRETE ANCHORS AT 6' O.C. POURED Cs CONCAETE W ' REQUIRED '= 1/4 •-20s1 • S.S. SIDEHALK BOLTS. W/ 718' X J/J2TS • ! WING NUAT OVERLAP - J 1 • Min. SEPARA TO GLASS POURED CONCRETE OR CONCRETE — BLOCK WALL p REQUIRED W _Ih f �—T r ! __OOR ANY OTHER i TOP TRACK Cant. m ' m II FF z i 4 I c I I� — 1 0 '1 7I8' r J/J2' _WING NUT 0 '� EVERY STUD ?•'i i 0 12 0. C. `. 114- 0 TAPCONS III, 0 6' O. C. W/ 1 1/2' Min. THREADED PENETRATION TO EXISTING WOOD HEADER. r! p _ b k i AN 2 OR ANY OTHER _t .I.,••,. 1 TOP CP6I WOOD HEA REQUIRED 1/4'-20r1' S.S. SIDEWALK BOLTS. W/ 718' X J/32' r' u;n seP,wn WING NUTS AT cLAss OVERLAP i i Pa4TE R£°oV . I i O h v - y W ! Q r WING NUT 0 ' EVERY STUD 2 A 12' O. C. ro r, 1 SOLID SET OR S.G TAPCONS I __� y r' —1/4' ¢ ELCO PANLIMATES OR PANCLMATES ANCHORS WOOD STUDS OR S.G. TAPCONS W/ 2- MIN. 0 6' O.C. AT ADJACENT 0'12-0" O. C.\. �f I PENETRATION AT MIDWIDTH PANELS - REOU)REO ' ! OF PLATE 0 6' O.C. 7' - 0 ADJACENT PANELS WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 12A SCALE : 1/2' = I' SECTION 128 SCALE : I/2' - I' INTERIORLY REMOVABLE STORM PANEL SECTIONS MAX. A.S.D DESIGN PRESSURE RATING = t50.0, —50.0 p.s.f. �A yyy+ tr ELvs� '• v� 2 FLORIDA BUILDING CODE (Non High Velocity Hurricane l�0 44167 V2DI7 m1ECO, INc. 0.050" BERTHA ALUMINUM STORM PANEL (2.00" DEEP) °PAT IL EC O INC.EASTERN METAL SUPPLY, INC °'0 426E WEST RGI05 ME Jj (• J ,, TILLIT TESTING h ENGINEERING COMPANY WEST PALM 6TACH, FL. 53-07 n -�`gV yl 6I59 HW. JBI�. SI. Sle, J09 NRCNa 4Wp015, n. .Ureb PHONE., (561)209-6263, FAX: (56)J64I-1716 I7- l7/ ••• 1 ••*LY15)6>1--0 . rah : (JPM1JB)1-1!!I z2mmr 0�1[ _ At �L� ' I WALTER EA nLLR'Jr., P.E. dA r5-wf /4�r ORAN FLORI00. U.. 44167 1 1 SHEET CONCRETE ANCHORS (SEE SCHEDULE) \ POURED E. D. , CONCRETE REQUIRE07 1--% MTTO vQr a Cont. 1.000' Cont. 1/4- 0-20 S S. MACHINE BOL1 W/ NUi & WASHER 7/B'1 3/32' 1 • WING. RUT 0 % EVERY STUD CUT PANEL ® 12" O. C. 2" x 4 .125 W J705-Hr4 OR 6063-16 ALLOY Cot Alum. ANGLE VT CASE A (plan) INy SCALE: 114 • r " 2 at- i 7/9• r 3/32' a WING NUT ® 2 12" O. C. 1 POURED CONCRETE'— Cont. OR CONCRETE BLOCK WALL REQUIRED POURED CON CFE I£ — REQUIRED CONCRETE ANCHORS ' (SEE SCHEDULE) 1----'--E. CEILING & FLOOR MOUNTING INSTALLATION —SECTION 13 SCALE : 1/2' _ +• E D. a EDGE 0157ANCE (SEE SCH£OULE ON SHEETS 0 K tr) NOTE FOR COMBINATION OF SECTIONS WALL/FLOORIMLING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALIAOON, POURED CONCRETE ' OR CONCRETE BLOCK WALL R£OIPRED t�-2500' Min. CONCRETE ANCHORS I 2,500' POURED CONCRETE OR CONCRETE BLOCK O 12' 0. C. --��• MM. WALL REQUIRED _ j� CONCRETE ANCHORS / 2• r 2• x .055' TO ALTERNATE LEG LOCARON 2' r 5' x .055• Cant. c Al... ANGLE OR -� ,080. 3105-HI54 SHEET p METAL Alum. BENT PLATE CASE C (Plan ) SCALE.' 1/4' = r" 2' x 3" x .09J' 3105 H-14 OR �\ ALLOY Cont. Alum.-ANGL£� ' ' WITH ANCHORS ® 72O. C. WITH NC 1/4' GAP �J \ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CASE 0 (Plan) SCALE' 1/4' = 1' 90' < L ( 135 j TRACKS (IYP) ' A = VulLu 2Mon r 1 1/�• 0 BOLT 4• r 4' x .072' ® 29' 0. C JI05-Hl9 OR 60W-TB ALLOY W&4CKNUT Cant. Alum. ANGLE CASE B (Plan) CASE E (Pion) SCALE: r/a = rvv END CLOSURES DETAILS ,7 ;'•\GE14s FLORIDA BUILDING CODE (Non High Ve C2017 MTECO, MC. 0.050" BERTHA ALUMINUM STOF A. 44167 (2.00 " DEEP) x �^�/�••• C EASTERN METAL SUPPL' j f`�Q a :•P�FL ••'.l ]e1S�TI IH 4268 NL5T-S DRIVE J3407 PHONEANY ' ()209MB76JB64UFAlC (561Je4! _ V'01A� C�'' t A S �OSix.ENGINEERING B716s£rv.K nP11+z6 (]O!)B)tB0 . fat : (.10118T1-15]I E-0-0006719 WALTER A. TILLIT Jr., P.E. FLORIDA lie. 44167 �. xo �yy� yh lyµ no OfYx aiO 13-pJ lgV1 Zone) :,! IN /+� :_L I /i i. '/�/►IL q.•lh :.L .2.i (l . .(•! J_. / i h ]Y :_ Y ! � _ .(L ! � i_ .Y. :.U► � .i_.Y ,/ � �Y.i _ .li_' Il1Y0fJY A.D.RISIYJ PRfSR9RF IMI++C (pall - YWYIN Al"r 'b VA4 — E. 0. ] 1/2•w- APPIA:IBJ£ to SECIAHS / A A•Y'CO✓SIGTy,V fY R2MI IM#9C01 PNHI InOM i' BeJ IIELTJLt4 ro OM'CRER TMlX.VS to YASAVAY MIl ro LVM1CFIlF SL7 ro YA4M11N SG1A ro IXNYYLR' SdV ro YASAVPY PAYS 10 CU'NG9E1E - ro MASNdN PAVLIlL1IE ro w—MI NlS ro Y.ASAVM 12' NIA 12, N/A f2' N/A 12' N/A l2' NIA 1 (top) 12' II' 12. 12' 12' 11' 12' 12 12' 12' 1 MGM-) 12" II/A 12• NIA 12' NIA 12' NIA 12• NIA 2 (TOP) 9" 9• 9' 9' 9' 9" 9' 9' 9' 9" 2 (8OT10M) 9' NIA 9" NIA 9' NIA 9' NIA 9' NIA .0 00P) (9O77OM) 12' 11' 12 12' 12' 11' 12' 12' 12' 1 12" 4 (fOP) 12" It' 12' )2' 12' 12' 12" 1. 2* 1 (BOROM) g• NIA 9.NIA 9' NIA 9' N/A R• NIA SA (MP) 12' NIA 12. NIA 12, NIA 12' NIA NIA NIA S (BOTTOM) 12. NIA 12' NIA 12' NIA 12" N/A' NIA NIA 5 (TOP) P4O0, -IOO 12, NIA 12' NIA 12' NIA I2' NIA NIA • NIA 6 (6OTlrlM) A'-0' OR OR LESS 12• NIA 12' NIA 12' NIA 1. IIIA MIA NIA 7 (TOP) LESS 12' NIA 12' NIA 12' N/A 12 IJIA N/A NIA 7 (8O17011) NIA N/A )2' 12' 11" 12, 1. 12' 12' 12' a (TOP) NIA NIA 12, 12' 12' I2' $2' L7• 12' 12' R (8O7014) NIA NIA 12' 12' 12' 12" I2' _ 12' 12' 1 1. 9 (TOP) 12" I1' 11" 12" 12' 12, 72' 12. 12' 12' 9 (BOTTOM) 12" NIA 12" N/A f2' N/A 12' N/A NIA NIA 10 (7OP) 6' NIA 6" NIA 6' N/A 6' NIA NIA NIA fO (BOTTOM) g` NIA 9" NIA 9' NIA 9" IIIA 9• NIA IIA (TOP) 9' 9' 9" 9' 9' 8' 9' 9' 9' 9' 11 (8OrTOM) 6' NIA 6' N/A 6• NIA 6' N/A 6' NIA 13 (TOP) 6' N/A 6' N/A 6' MIA G' N/A NIA N/A iJ (BOTTOM) ..MANIMUMI ANCHOR SPACINGS ARE VALID FOR J 1I2' EDGE DISTANCE. FOR E. D. LESS THAN J 112'- REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEME BY THE FOLLOWING FACTORS. (NOTE: A6n. E D. FOR SOLIDSET ANCHORS 15 J ) FOR MIS OPERARON TO BE POSSIBLE. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS 7/6/N AIJNIMUM SPACING MDICATEO FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACJI/AL E. D. TAPCON (REGULAR) Ea TAPCON, PANELMArr OR PANELMATE TVAS SOLID SET .T' - .86 .75 2 112- - .71- .50 2' - .50 - I I/1' .J5 - - Wl6YUY ASA "MI PRTSOIAf aArnr. (p aRF LA.TM/N AAYAfY}S SpAG9N0 JM E A . ] I/2'• s APPLIG9[£ TO ir0Apy5 / R AMY t r6uuRmv 9E rBCY YAtnIW p� LpGM 1' (IrJ RC6t9AR ro Ear m rA..tYs I. YA6ArRY SOLD ro co[I6 27 la YAswnrr SGIAPOIXI m cn,�ovnr rG Yawwvr P.WNMTLS m cnrrsn[ to u�mwr A6vLIJM1E m'cwArrrr NAS to uAmvm 17' NIA 1. MIA l2' N/A I2' WA 12" H/A I (TOP) I2' 7' I2' f?' 11" 12' 12, 12' 12' 12, 1 (BOrmu) 12' N/A 12 N/A 12' NIA I2' NIA 12' NIA 2 (TOP) 9' 9' 9' 9' 9' 9' 9' 9" 9" 9" 2 (80I7OM) 9' NIA 9" NIA 9' N/A 9" NIA 9• NIA JA (top) 9' 9" 9' 9' 9' 9' 9' 9' 9' J (BOr7aM) f1' 7" '. 11' 12' 12" 12' I2' )2' 12- (TOP) 12" 12" l' 12' 12' 12, 12' 12' 11. 12, 12- 4 (BOr7ON) 9• NIA 9' NIA 9' NIA 9' NIA 9' NIA 51 (TOP) 9' NIA _ 11' NAA 12" N/A 12' NIA N/A .NIA 5 (BOrTOH) e' N/A JI 1/2" NIA 12, N/A 12' N/A NIA NIA 6 (TOP) t,Iao -40.0qN�IA NIA 1J' N/A 12' N/A 12' NIA NIA NIA 6 (BOTTOM) > 8•_0' OR LESS N/A f1" NIA 12' NIA -12' NIA IIIA NIA 7 (TOP) Up 70 iJ =O'• II/A 11' IJIA 12' NIA 12' N/A N/A IJ/A 7 (BOTNJM) NIA 12a 12" 12'a 12- f2'� 12- 12'A 12'- B (TOP), IJIA W. 12' 12"a f2"a 12"r 12"' /2'- 72'a8 (BOrrOM), NIA 12'- 12'112'- 12- f2'1f2_-12- 12'+ 9 (IDP)• 7' 12, 11' 12' 1. f2' f2" 12' 1. 9 (BOTTOM) 9' NIA ll 1/1' N/A 12" NIA 12' NIA N/A NIA 10 (TOP) 6' NIA 6" NIA 6' If/A 6' N/A NIA' NIA 10 (BOIRM) g• N/A 9" NIA 9' NIA B' N/A 9• ,NIA IFA (10P) 9' 9' 9' 9' 9' 9' 9• 9' 9' 9' 1r (8O1 ) 5' N/A 6' NIA 6' /!/A 6' N/A IJ (LOP) 6' NIA 6" NIA 6' /I/A 6' N/A . JJ (RO)"TIIM) USE 6' OC MR PANEL LENGTHS LARGER THAN 10' - O' AND USE 12' OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS COUAL OR SHORTER IRAN 10' 0 ANCHORS LEGEND Alb. ANCHOR 7YPE I ANCHOR I SPACING TAPCON (REGULAR OR S.G) PANELMATE OR PANELM47E TVAS J SOLID SET J. 11fj1Fpl/!//iiaeE.P V. No. 44167 E. D. - EDGE DISTANCE FLORIDA BUILDING CODE (Non Hiah Velocifv Hurricane AMA- IeIYW». AM1CI 5 SA.f/ JDR E A - ] 1/2'. AHVfAIXE ID SFCJm6 / d IJIY LA cnJAW UT.Flat IL1m,, * (R) LQ.CIH i' OLJ PRLSSM»F R1 (ParJ REGCIA» ro [Yt'.CISl[ 1AH:B16 ro � »Y 50e9J I. RMLCLIE SiT ro eJASOMPI' SGf/PMN ro cuxBLTE ro I.ILMNY PMZIlt1R5 ro M4CAP£ ro .1R1V71' PAV£LMMR ro LT.x- h�S ro enmNRr 12' WA W WA 12' NIA 12' N/A NIA NIA i (TOP) 1. 7. 12, I2' 12' 1. I2' 12' r?' 2' 1 (ROITOM) ' !2' NIA IT NIA W NIA 12" NIA 12- N/A 2 (TOP) 9" 7- 9- 9' 9' 9. 9' -9. 2 (BOTTOM) 9' 'WA 9• NIA 9' NIA 9" NIA 9' NIA 34 (TOP) 9' ,7' 9' 9" 9' 9' 9' 9' 9' 6' J (60770M) W 7. 12" 11• 12' 12' 12' 12' 1. 11. 4 (TOP) . 7T' 7' I2' W 12' 12, 12' 12' )2' 12• 4 (BOTTOM) 9- NIA 9' 'NIA 9' NIA 8' NIA 9' NIA St (TOP) 10' NIA 12" NIA 12' NIA 12' NIA N/A NIA 5 (BOTTOM) to- WA 12' WA 12' NIA 12- NIA N/A N/A 6 (TOP) 40.a -,,ao 70 10' WA 1?' NIA 12' NIA 12' " NIA N/A WA 6 (BOTTOM) 8'-0• UP 60.0, -60.0 10' WA 12' N/A 12, NIA W N/A NIA NIA 7 (TOP) OR LESS 10" NIA 12' N/A 12' WA 12' WA NIA WA 7 (BOTTOM) NIA NIA W 12' 12' 12' 12' 12" 12' 12' B (TOP) N/A IVA W 12" 12' 12' 12' 12' 12- 12' B (BOTTOM) - NIA N/A 12, 12' 12' 1. 12' 12' 12' 11. 9 (TOP) 12- 7- W 12' I?' 12' 12" 12- 12- 12' 9 (BOTTOM) 10- NIA 12' NIA f2' NIA 12' WA WA_ N/A 10 (TOP) 6' NIA 6' NIA 6" WA 6- N/A N/A N/A I0 (BOTTOM) 9' 7' NIA WA WA NIA 9' 7- 9• 7' 1IA (TOP) B' 7' NIA WA WA N/A 9- Y 9- 7• 11 (BOTTOM) 6- NIA 6' NIA 6- NIA 6- NIA N/A NIA ' 1-1(IGP) 6' WA 6' NIA 6• NIA .6. N/A NIA WA IJ (BOTTON) ..AWf4fU4? ANCHOR SPACINGS ARE VALID FOR J 1/2- EDGE CIS7ANCC FOR E.D. LESS THAN 3 1/7; REDUCE ANCHOR SPACING Br MULTIPLYING SPACING SHOWN ON SCHEDULE By THE rGLLOwNG FACTORS NOTE.' Mih, ED FOR SMIDSEf ANCHORS IS 3' OR THIS OPERA770N TO BE POSSIBLE, REDUC D SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN M»NMUJe SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E. D. TAPCON (REGULAR) S.C. TAPCON, PANELMATE OR PANELMAIE WAS SOLID SET 3" - .B6 _ .75 2 1/2' - .71 .50 2- - .50 - 1 1/2' J5 - ASn � lTgEYJ.vE Il me 0.1J .1.OYYIr NRTQO' SPALYW'rOA C. n . J I/2•• AFPlA'ABJE N SRINl4 / a '.wT cOMmwrwq OF IIgM MwYIN P.IM.1 -H 2' Bel _ »EL1/UR TAA]M 9L11ID SLT SGTA0.YW P.INOL4116 PMEW m w ro rn,Glrm ro uamv»r ro cOAoenE ro LMMST7<xr ro cvrr7nTc ro Matwwr ro canoe¢ ro MMasOJJAr rO GBNCALiL ro .avti»r If' I NIA It" NIA W NIA W NIA II- WA I I MOP) II' 4- /r' if' /I- J1- w l- 1I" T I I (Bono.) II' N/A II' NIA II" NIA I1' N/A II' N/A 2 (TOP) B' 4- 9' 9' 9' 9' 9" 7" 9' 7" 2 (Bono.) 9' NIA 9- WA' 9" WA 9" NIA 9' N/A 34 (701) e' 4' 9' 9' 9' 9' 9' 7" 9" 7' J (BOTTOM) IJ- 4" I1' 11'. fl' If' 11- 7' fi' 7- 4 (fop) 11' 4' is, W 11• J Y IF, 7' 1 P T 4 (BORON) 8' N/A 9' N/A 9' N/A 5- 8" 7' N/A 9- NIA q' N/A N/A WA 5 (BOTTOM) 9' N/A !0' N/A 12" WA 11" N/A N/A N/A 6 (TOP) F60.0, -60.0 UP A' WA 7' N/A 9' N/A B' N/A N/A N/A 6 (SO tB0.0, -90.0 5' NIA 7' NIA 9' N/A 6' N/A WA WA OR LESS 5' N/A 7" NIA 9' WA B'NIA NIA WA 7 RIO, WA NIA 12' 12• 12' 12- 12' , 6- 11- B' WA WA f1• 12' I1' 12- 12- 6- W 6' 6 (BORON) WA N/A 12' 12" 12- 12- 12- 6' I1" 6' 9 (TOP) 4- it' II. II' It, II_ 7- II_ 7• 9 (BOTTOM) .9" N/A 10- NIA r2" NIA W NIA NIA NIA T (TOP) 6' WA 6' - N/A6' NIA 6' N/A N/A N/A IO (B011G.) B' 4' N/A • NIA WA N/A »' 7' 9" 7' IIA (TOP) 6' 4- NIA N/A WA I//A 9' 7' 9' 7• 71 (BOTTOM) 6' 'V/A 6' NIA 6- WA 6• N/A N/A N/A IJ (la-) 12^ N/A 6- NIA 6' N/A N/A NA 13 (BOTTOM) ANCHORS LEGEND ANCHOR IVE ANCHOR SPACING TAPCON (REGULAR OR S.C.) Pµawrr OR PµEIAMIE TVAS I 3' SOLID SET i 3• 01 11 1 �r ii f1. r/k� .' No .44107 FLORIDA BUILDING CODE (Non' High Velocity Hurrfcone Zone 02017 RLROO, INC. 0.050" BERTHA ALUMINUM 'STORM PANEL L.G. (2.00" DEEP) D'A. 6' L E C C I N C. EASTERN METAL SUPPLY. INC °7D28/n r. 4268 WEST ROADS DRWE NO. h ENGINEERING COMPANY - - -WEST PALM REACH, FL. J.1407 - )7-Q9%- WI" 9t.. Jal, wG-TM crROpa, R .1.1 llt.1„•30 . ra : o1 ."..1531 Ee-0006719 PHONE (560209-8263, FAX.' (561)641-1716 BANKING N. LTER A.'.F Jr., PR, an u-o.f /Je/r FLORIDA Lic. 44167 SHEET 10 Of 17 A nS MY'!1/NM ApY4R] SNCAC IDII C A . J I/]'RAPPICULF /� 4J1' COMS'MINYI or' PIN n4Yiu�fN WA'fL Ln t' (R) PRESSVNF IN (xL) ro FD.m nr I. Lu6o4% SIXb'SFI to CdCRETE ro' M.1544% SG TO n1446RETE W{ON ro Ml]41PY PA�RS " L'n4L'6ETE To MLSDNRT p.U(LIJ11C ro nomml N4S to YASri4FY 12' N/A 12- N/A 12' N/A 12' N/A - 12' HAI 1 (TOP), 12' 4 1/?- I2- 12- 12- 12' 12' B I/2- 12' B I/2- T (BOITOU) 12, N/A 12- N/A 12' NIA 12' IIIA 12' N/A 2 (TOP) 9' A I/2' 9• 9' 9' 9• a Tom. 9" H 1I2' 2 (BOTTOM) 9" N/A 9" N/A 9' N/A 9' N/A 9' N/A JA (FOP) 9' • f/2- 9' 9" 9- 9' 9" a 1/7" D- 8 1I?' J (BOTTOM) 12' 4 1/2- 12' 12' 12" 12' 12' 8 1/2' 12' B 1/2- 4 (TOP) 12' 4 r/2' 12' 12' 11' f2' 12' 8 1/2" !2' 8 1/2' 4 (BOTTOM) 9" N/A 9' NIA 9" NIA 9" N/A 9' N/A 5A (TOP) 6 1/2" NIA 1 1I2• NIA 8- NIA ) 1/]" N/A N/A N/A 5 (BOTrOU) 9" N/A 9 1/2- N/A 10' N/A 9 1/2• N/A N/A N/A 6 (MI) 440.0. -440 6 1/2' N/A 7 W. N/A _ 8' N/A 7 1/2' N/A EJ/A N/A 6 (BOrTOM) f8'-0' OP ro ♦E'0.0. -fi4G 6" N/A 6 1/2' MIA / 7" N / 6 f /2" N/A WA N/A ) (RWJ UP TU 12'-6' " 6" N/A 6 1/2' NIA- 7' N/A 6 I/2• NIA NIA N/A 7 (BOrrOdl) NIA NIA 12' • 17' • 12' • I1' • 12' • 6' • 12" • 6' • 8 (mp) • NIA NIA 12' • 12' • I7' • 12' • 12' • 6" • 12' • 6' • 8.(HOnOM) NIA NIA 12' • 12' • 12' • 12' • 12' • 6' • 12" • 6' • 9 (TOP). 12' 4 1/2- 12' 12' 12' 12, 12' 8 1/2" 12 8 112- 9 (BOMA,) 9' N/A IIIA10' WA 9 1/1' NIA NIA NIA 10 IMP) , 6' N/A6' NIA 6' N/A NIA NIA 10 (BDTfOdI) 9" 4 1/2-IA NIA 9" 4 f/2 g• 4 -I/2' IIA (NP) 9• 4 1/?' !NIA j1A N/A 9' 4 f/1" B' 46' NIA6'N/A 6'WA NIA6'NIA6' N/A 6' N/A N/A N/A 1J (60T10A/) - USE 6' GC FOR PANEL LENGHM LARGER THAN 10'-0'AND USE f2' AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER THAN to*-O' ••MAXLVUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR ED. LESS THAN 3 1/2' REDUCE ANCHOR SPA BY MULRPLYING SPACING SHOWN ON SCHEDULE By THE FOLLOWING FACTORS (NOTE.' M:n. E.O. FOR SOLIDS£( ANCHORS IS J f FOR TMS OPER wN 70 BE FOSS78Lr,, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPAC/NC INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E D. TAPCON (REGUTAR) S.G. TAPCON PANELMATE OR PANELMATE NAS SOLID SET 3" - 89 .75 2 1/2" - .7r .50 2- - .50 - I AS f P/YSbLH: aADNG fJ..LI YMBAN NY YJS SPA JDR E D.. 5. 1/S'R • A� to �'S / k A4r mvaJL411ON a n¢v- YA9MW PMR teTxrH t' pE1 gG'.VMP ro FAwCNNF 1APLYNS ro 14r6rwr SFAFD'S6T ro eatirnE'rE ID ewYw.% S4IAPMN To C44CRL1E ro MAs4mv PANLiMATES' ro, Lroa4TTr ro 1Ja6Nar PAN£llMff ro roNCNCT[ ilAS m JLv4vm 8 1/2- N/A 9' NIA 9• N/A 9' N/A 9' 'N/A I (FOP) 9" 1' 9" 9' 9' 9' 9' 7- 9- 7- I (BOrrOM) 9' N/A 9" N/A 9' N/A 9' N/A 9" N/A 2 IMP) 9' 4' 9' 9' 9' 9" 9" 7' 9' 9' 2 (BOTTOM) 9" N/A 9' N/A. 9' N/A 9' N/A 9• N/A 34 (TOP) 9' 4' 9' 9' - 9'- 9' 9' 7" 9" 9' ] (Boni M) g' 7 9• .. 9" 9 .g 9. 7" 9. 7" A (TOP) (8ei- 8" N/A 9" NIA 9' N/A 9' N/A g• N/A 54 (TOP). 5" N/A 6' N/A 7] N/A '7" N/A IIIA N/A 5 (BOTTOM) 7" N/A 8' N/A 10' NIA H' N/A N/A JJ/A 6 (TOP) - •200, -D49 S' NIA 1. N/A 7" N/A 7' N/A N/A N/A 6-(BOI70W.) 7•-0' NP 10 1-4 -1JG0 5" N/A 5" NIA 7• NIA 7' NIA JJ/A 7IMP) OR I- 1. NIA 6' NIA 7' N/A 7" NIA .N/A NIA 7 (H07T0M) N/A NIA 12' 6' t2, 6' f2' 6- 12" 6- a (TOP) NIA NIA 12- 6- 12' 8' 12• 8' 12- A" 8 (RCITOM) N/A N/A 12' 6' 12' 6" f2- 6' 12- 6' 9 (TOP) 9' 7- 9' 9' 9' 9' 9' 1' 9' 7' 9 (BOnOM) 7" IIIA 8• N/A 10" NIA H' NIA N/A NIA 10 (TOP) ' 5' - NIA 6" WA 6' NIA 6' NIA NIA NIA ID (ROTTOM) _ 5" 4' NIA N/A N/A WA 7' 7- 7' '7' 11A (TOP) 5' I' NIA N/A NIA N/A 7" 7' 7' 7' 1I (60rTOM) 5' IIIA 6' NIA 6" NIA 6' 11IA N/A NIA 13 (TOP) 5 NIA 6• N/A 6' NIA 6" N/A N/A IIIA IJ (BOTTOM) ,6N4NOR5 LEGEND ANCHOR 11T£ I ANCHOR SPgGKING TAPCON (REGULAR OR SC.) PANELMATE OR PANELMATE TVAS J' E. D. =EDGE DISTANCE _ -.SCUD SET i J. 11F7F/I//e✓4AA� 'pip tlla A. T11�/� 3, ENS. ��" ��N0.�1$C! �a FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 0"17 RLTECO, INC. 0.050" BERTHA ALUMINUM -STORM PANEL L.C. (2.00" DEEP) DRAWN BY, 1 E C O INC. EASTERN METAL SUPPLY, INC 07/16/I7 a1E. 4268 WEST RD405 DRNE TILUT TESTING h ENGINEERING COMPANY HESTPALM BEACH, R. 33407 PHONE,• 17-097 Eu] N.W. ]Ain. SL, SY.. ]9]. NRGan cANc9n. R ]]Ifi4 PI 11]46)aTl-I ES-0006714 153 (551)209-6263, FAX: (561)841_1715 ORAIWf/15]DIxs16)i-C No lav Locma van WALTER A Ruu` J1., P.E. ' FLORIDA lie..4167 010 1s-oa T/N/1 . SHEET I1 Or 17 114" a WCONS 114- 0 rAFCONS 7- W11 112- UIN. THREADED PENMA77ON TO EXISTING WOOD W/I 112, Am. THREADED PENE71141"m HEADER. (SEE SCHEPULE) WOOD 250' T, H£AOfR. (SEE SCHEDULE) 1. 126', i in n 12 I. PC WOOD HEADER REQUIRED - C�r, t WOOD HEADER 1 I REQUIRED SEPAP477ON TO CLASS OP77ON it ALTERNATIVE 14- 0-20 x 314- SS 12' O0, T� SEPAR4770M TO CLASS T_ --r �z / A � , I \-@C.�t OP770M ALTERNATIVE JA -12 114" 0 IXPCONS SCREWS If/ 1 1/2- Mint TA -CONS THREADED PENMARON W 112' Min. THREADED MIDWiDTH OF'PLATE or PENETR4T70N Q MID;17D- I' Min. SEPARATION_, SECTION @ (SEE ANCHOR SCHEDULE) PLATE. (SEC SCHEDULE) TO GLASS I -- 1' 0-20 . J14' - ----- j, ALTERNATIVE AS4. BOL75 W1 718' 3 SCALE 112" I" I/ 2j2o, WIN NUT 0 I' Af;�. C. TO GLASS — 4 SEPARATION L .5oo. 5 Cont. '18' 2' "WIND "r EVERY STUD 0 72" 0. C. �.lpm 4* �T I AT jaw Vp p LIDS' 4. NOTE FOR COA18/1"7701V Or SEC L10�� PENETRATION 0 MIDWIDTH 114- 0 rAPCONS W1 1 7 12' Min. THREADED WALL MOUNT1140 SECTIONS CAN BE OF P147F (SEE SCHEDULE,) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ALTERNATIVE 3 NOTES., SCALE V2, - I' SECTION 9 STUD I. INSIALLA77ONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE R4TINSHEET 2 C AND PANEL LENGTHS AS PER SCHEDULES ON -ALTERNATIVE2. -SEE ANCHOR SCHEDULE ON SHEETS _16 & I Z - - - z TINT SCALE tl2* - J. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS 70 BE SOUTHERN vn PINE At.. 2, W/ SPECIFIC DENSITY OF 0.65 OR EQUAL. APCONS 12' Min. THREADED A �4j 01 Z PENETRATION 0 M,'OWtDTH Or PLATE. (SEE SCHEDULE) SECTION 0 ANCHOR 3112' WING 11 0 STUD 4 ALTERNATIVE 4 ♦ BRIE: SNAP CAP o, ..... ..... REMAIN CLOSED HURRICANE C 7.. UILDING CODE (Non Mlah 1/4" 0 TAPCONS _ W/ I f/7' MIn. THREADED PE,VEM4770I4 TO EX/S71N6 / WOOD HEADER.(SEE SCHEDULE) �I 7" Min. I ' WOOD NFAOCF � REQUIRED I I 1 i I _I'1A7/ON I f I T rIASS TO n. /Ls5 I I OPTION 11 ALTERNATIVE 5A w L3, :7 11 I/4" 0 TAPCONS W/1 1/2- "1".THREADED PENETRITION EXISTING IIMD HEADER��(SE£ SLNEDDLE) 164 COnf. L II, i '• 'Min.i,. 1j WOOD HEADER REWIRED -- OPTION - ALTERNATIVE SA � 1 Og �% 'I 2 X 6 WOOD C.M. DECK REGO - A/0 r J WINO NUT EVERY ST A 12' D. 1/4'0 TAPCONS W/ I f/2" M/N THREADED PEN 170l/ (SEE SCHEDULE) el TERNATIVE 5 SCALE : 1/2" - I' W000 TRUSSES OR RAFTER WOOD TRUSSES OR RAFTER 0 24' 0. C. REOUIREO O 24" 0. C. REQUIRED---� ED All, I / I I 1', 4' x IA' ' I ,1� I Min. (6UBE' W) : ` - Al— 063 W/T (3)Z "•' �11 T/4'0 x 3/4' in.\ ITW/BUlLEEX I `I EACH JOIST. 7£K SCREWS i7EK SCREWS i ! LOCATE SCREW ® 6- O.C. O.C. A COnf. AT M/DWDTH OF /! r EXISTING WOOD j O8 "Coot. I t MEMBER (2- Mm. i i WOOD HEADER y 1 I NOMINAL %7DITf) 1/4' 0-20 x I I I Y I I W/ 2" Min. , J/4' S.S BOLTS REQUIRED THREADED W/ 7/8' 1/12n - -O PENETRATION. WING NUTx0 2 I i 12' 0. C I m I ALTERNATIVE SA ALTERNATIVE 7A T--- — — N STALE : r/J' = 1' SCALE : 1/2• = q• � i , , (LIMfrFD TO +60.0, -66.0 P.s.f. DESIGN LOAD iu (LIMITED TO +600, -66.0 ps.f, DESIGN LOAD �j AND UP TO 9'-O" BOX. PANEL LENGTH) = AND UP TO 9`-0" MOX. PANEL LENGTH) SEPARATION i C TO GLASS I( IMin ' . i a I' Min. Z 7/8" r J/JI' rSEPARATO, f' 1 r SEPARATION ro GLASS M1 WING NU I TO GLASS I " EVERY STUD I I I o ' 1 I I I I 1 NG N 7/®• t I 1 Cn9nf. iI U7N9.US'T . BO.7/LT3S2'®J" 0. C. N'G/TT 17O. C. 7 X 6 WOOD J X 6 WJ00 DECK Rf00DECK R£00-ys 7 I111•1jII .. I I 7 � I Can(. 1/4'0 TAPCDNS 1' Z 1/4 0 TAPCONS W/ 1 1/2' MIN. W/ I 1/2' I'm THREADED PENETRATION THREADED PENETRATON (SEC SCHEDULE) (SEE SCHEDULE) ALTERNATIVE 6 ALTERNATIVE 7 SCALE : 1/2' > I' SCALE : 1/2' = I' 2 REOU% LD T . ll 1/4- 0 ELCO PANEL iiI MATES OR S.G. TAPCONS _`� W/ 2' MIN. THREADED - -- - PENETRATION A MTOMDTH OF PLAM`TYPICAL I�FOP & ROTTO '.1 f 7gTTAT✓ 5zw ALTERNATIVE 8 SCALE : 1/2' = 1' YYI'1T��r...T�..p...�1��/,."e _ 90 ' A 1. INSTALLATIONS ARC ONLY VALID FOR MAY. A.S.D. DESIGN PRESSURE RATING NOTE FOR COMB/NATTON OF SECTIONS : n•.............. /��q����p AND PANELS LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS N07C0) COMB/NEDORN ANYWAYMOUNTINO SUIT ANY CAN 'fs`SID€dAL �'ta�\ ,T ltt 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 1Z A J. FOR NEW WOOD FWUE CONSTRUCTION.- WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIAL DENSTTY OF 0.55 OR EQUAL. FLORIDA BUILDING CODE (Non High Velocity Hu7Ylcone Zone) NOTES 1/4" E LONG ELCO _'p—....-- -- ! PANEL MATES OR S.G. TAPCONS W/ 2" Min. I! I —THREADED PE.NETRA77ON L; TO EXISTING WOOD HEADER. (SEE SCHEDULE) naell 7/8 "0 x 3/32" �I+ WING NUTS 0 12" O.C. I ! I I i ! i j WOOD HEADER REQUIRED I ! I I I I H ! I La I " Min. I I f — SEPARATION W TO OL45S ! I I = I f I I I I 1 I v I 1 I 7/8' o x 3/J2" � 1 WING NUT I I CRY STUD W 10 ! I P ! o I I I I I I %Ti I I I I 1 I I I 1 1 I — I I NSi WOOD TRUSSES OR RAFTER 0 24" 0. C. REQUIRED — 1/4 m x 3/4" ! ITW/BUILD£X 1 TEK SCREWS I ! ® 6" OZ. i i i 4 Cont. � i I J i I I I I I T " Min. SEPARATION ! TO GLASS I ! I 1 I 1 I I I i f A L TERNA TI VE I OA SCALE: 1/2' = I" (LIMITED TO +60.0, —66.0 p.sa. DESIGN LOAD AND UP TO 9'-0" Max. PANEL LENGTH) . � o N� �_-- '---- 1" x 4" x 1/8" Min. (6063-716) ---r—�. Alum. TUBE W/ (3) 5/16" 0 x 4' LAC SCREWS TO EACH JOIST. LOCATE SCREW AT MIDWIDTH OF EXISTING WOOD MEMBER (2" Min. NOMINAL WIDTH) W/ 2" Min. .� N THREADED PENETRATION. ' W 4i 5 w U y � 1 I ! ! 7/8 0 x 3/32" I t WING NUT EVERY STUD \ 0 12" 0. C. I I \f f ! � I I \, 2" x 6" i Cont. I WOOD DECK REQUIRED j --�I(NO FINISH >MN. I-- ALLOWED) N. I �-- 2" x 4" PLATEN Cont. -REQUIRED ' '•` I 4 1/" 0 TAPCONS W/ 1 1/2- Min THREADED PENETRATION 0 MIDWIDTH OF PLATE. (SEE SCHEDULE) 1/4' 0 TAPCONS ALTERNATIVE 9 Wi 1 1/2" Min. ALTERNATIVE O THREADED PENETRATION SCALE: 1/2" = i" (SEE SCHEDULE) SCALE : 1/2" ­1" INSTALLATION DETAILS- ON EXISTING WOOD --BUILDINGS 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. J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. PPtasssrr��r NOTE .FOR COMBINATION OF SECTIONS T��:• WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BEtt _`r. ...........•, COMBINED IN ANY WAY TO SUIT ANY INSTALLATIO1 ti 4167 FLORIDA BUILDING CODE (Non High 1 7/B' Min. 2' EXISTM 1 7/8' Min. r 2' als?WG PfNf7PAT/ON Mn "'I BRICK VEfNER 1/4 0.8* ELCO W. PANELMATE PETRA77014 I Mox. BRICK VfENER 1/4 bXB" ELCO mole PANELMATE NAS ANCHORS OR 1/4 0 TAPCONS — WAS ANCHORS OR 114 C TAPCONS q ' / SEE SCHEDULE). (SEE SCHEDULE). � + � 11 / / / (E ) \� I -- 250" \rl J� - .500° 250. AfoxWORD HEADER! f \` \ I � / % I HEARER- I% \ • I� 1W REQUIRED REQUIRED J \ ` / 1 It _ i 1 1 Onf. W N 1 N STEELEXISTING 1 J STESL A �- STEEL ANGLE LINTEL 1 1j STEEL ANGLE LINTEL w5 1 w5 1 AS APPLICABLE' u AS APPLIGIBCE 1 1' LGT. 1 A Min. 1 O >� ------SE TO CLASS v 1 r TO f,IASS 1 GLASS 1 I I I A 1 A omom j OPTION 0 ALTERNATIVE 11A ALTERNATIVE 11A I 3 NorEs: / o 1 1 � 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING 1 AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) . Ex�snNc ' � I ; BRICK SILL i 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. _ 2i4 WOOD"""' I , .. I 1 J. FOR NEW W000 FRAME CONSTRUCTION' WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. PLATE t- , 1 •I I 44 / f / i RAING AS AFPtIUBLf i NOTE FOR COMB/NAnON OF SfCRONS /' ,am PENLTRATION I i WALL/FLOOR/C£11ING MOUNTING SECTIONS CAN BE COMBINED 1N ANY WAY TO SUIT ANY INSTALLA770N. 2 Lkjl� EMST/NG� 1 ,JL ,q 16, O.C. Mox. REO'D ze--NNo Min. 1/2' PLYWOOD-EXISnNG I/4 ¢ x 8" ELCO mole PANEUAATf Rf0'D (7YP) W/ FA57FNING BRICK SIL �1/4" 0-20 1 J/4' WAS ANCHORS OR 11410 TAPCON 70 STUDS AS PER LSS. BOLTS W/ 7/87r (SEE SCHEDULE) TO EYISTING PLYWOOD. SECTION 2JO4 OF THE. J/J2" WNG NUT FLOR/DA BUILDING CODE. ® 12, O C. ALTERNATIVE 11 frrrran,.o>..,` BUILD -OUT INSTALLATION SCALE : 1/2' a I' * VALID FOR MAX. A.S.D DESIGN PRESSURE RATING +50.0, —60.0 P.s.L FOR UP 7 ;� �157 78" PANELS LENGTHS, AND FOR +50.0, —50.0 p.s.L, FOR PANEL LENGTHS GREATER NO. THAN 78" UP TO 108" F O INSTALLATION, DETAILS ON EXISTING WOOD BUILDINGS FLORIDA Hurricane 1/4- 0 TAPCONS W/ 1 1/2"MIN. TREADED 01 PENETRATION TO EX157ING WOOD HEADER. 1/4' 0-20 S. S. MACHINE ' (SEE E) r- SCHEDULE) BOLT W/ NUT & WASHER ' 0 120. C. c 416 Cant. 1• W£VERY STUD 0 12' O. G. I ' WOOD HEADER REOUIREO N F. I tri 1 I ' h I -I- Mfn. SEPARARON TO GLASS t I � i I I it. i 2 I J/J2" i a I i WINS NUT ® 12' 0. C. -- 1 , " ' 2 X B WOOD ' --DECK REOV. I „ Conf. i 1/4 b TAPCONS W/ 1 1/2- MIN, THREADED PENETRATION (SEE SCHEDULE) ALTERNATIVE 13 SCALE : 1/2' - I' 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 & I J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NOTE FOR COMBINATION OF SECTIONS WALL MOUNTING SEC17ONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I' Afi�. SEPARATION TO CUSS � i 1 I S.S.SBOLTS W/ T I J/J2' WING NUT yr /�- �� I i • g II I I 2'14' W000 r PLATE REO D. - Min u 1 i I 11410 TAPOONS, 1/4b - S.G. TAPCONS OR 1/4 a OOR 6 ConL PANEL MATES W/ FULL TREADED PENETRATION TO PLYIVOOD. (SEE SCHEDULE) EXISTING Min. 1/2- PLYWOOD LREO'D (TYP) W/ FASTENING TO STUDS AS PER SECTION 2JO4 OF THE. FLORIDA BUILDING CODE. ALTERNATIVE 14 SCALE : 1/2' - 1" * 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"[I7(�YrAOcDj�B" No. 44167 FLORIDA BUILDING CODE (NI 7k e2017 RLTECO, INC. 0.050" BERTHA ALU c (2.00" pD ,1'1 IL EC 0,,,, EASTERN META •�U/f - 426B WEST TILLIT TESTING & ENOINEERING COMPANY WEST PAW BE 9a56 pn�n.^:Btn. Sl. 51.. ]0!. N`nGnH w,uGf4. �. ))Itt PHONE.' (061)209-626 Hurricane is / _ .1 ' i _. Ji _ �:.:. _ .(1 • _ .: 1 I I _i i ._ + / 1�/ .1 _.h.< .t. _v I _i AS uw /4RfRK ROOD FAS7VVM APPVlq ' TO ALTERINT / d AW L10YAf.WlMV OF MEM !l1XNUY PANEL ILT'OM t' (ft.) RCCUUR IAPCONE S.C.T PC0.4 PASS• vA'lLIANTf NAS 12' N/A N/A 1 (TOP) 12' N/A N/A f (BOTTOM) 12• N/A N/A 2 (tOP) 9• N/A N/A 2 (BOTTOM) 9• N/A N/A 34 (TOP) o• N/A N/A 3 (BOTTOM) 12' N/A N/A 4 (TOP) 17' N/A N/A 4 (BOTTOM) 9' N/A N/A SA (TOP) 9• N/A N/A 5 (B0T70M) 9• N/A N/A 6 (BOTTOM) +40.0. -40.0 8 1/2' N/A N/A 7 (BOTTOM) 8'-0' OR LESS N/A 12' 12' 8 (TOP) OR LESS N/A 12' 12. 8 (ROTTOM) N/A 12' Q- 9 (111) 17' N/A N/A 9 (BOTTOM) 6' N/A N/A 10 (BOTTOM) 9' N/A 9' 1?A (TOP) 4' N/A 4' IL (BOTTOM) 6' N/A N/A 13 (TOP) 6' N/A N/A 13 (BOrTOM) 4' 4' 4' 74 (BOTTOM) AS.OG0.9SN R4TA(P.,L) ROOD FASTENERS APP11048LE TO ANY COYMRMI4 s 0, Of THEN _ ILNCMMt RE6UTAR TAPOONS SG.TAPCWL F �,1F5 pA,nLu1F Pyf 12' N/A N/A I (TOP) 12' N/A N/A I (BOTTOM) 12' N/A N/A 2 (70P) g• N/A N/A 2 (80TTOM) 9' N/A N/A JA (70P) 9' N/A N/A 3 (BOTTOM) 12' N/A N/A 4 (70P) 12' N/A N/A 4 (BOTTOM) g• N/A N/A 54 (TOP) 5 1/2' N/A N/A 5 (BOTTOM) 5 1/2' N/A N/A 6 (BoTrOM) 440.0, -40.0 OR 5 /1/A N/A 7 (BOTTOM) >8'-0' LESS N/A 12' 12' B (TOP) UP TO 13'-0' N/A f2' 12' • 8 (807TOM) N/A 12' • 12' • 9 (TOP) 12" N/A N/A 9 (BOTTOM) 5 1/2' N/A N/A 10 (BOT70M) 9' N/A 9' I fA (MP) 4' •• N/A 4' •. It (Dorrou) •• 6' N/A N/A 13 (TOP) 5 1/1 N/A N/A 13 (80rrm 4' •• 4' •• q' •• 14 (BOTTOM)•• USE 6" OC SPACING FOR PANEL LENGTHS LARGER THAN 10' - 0" AND USE 72' OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EOUAL OR SHORTER THAN 10' - 0' ++ VALID ONLY FOR UP TO 108' PANELS LENGTHS. I Ij114 y!4{APJ. P:w::+d -•��lp, q4167 r 4j ' �� �/� r /��• �.�� Teti MAYNYM ASO. 6FS,CN PRESSURE RARNc (aaE) I4tlOD FASiBRRS APPUC4BLE TO ALlQWA11VF9 8 ANY Ct'IIAImm.V OF MEN AW'/Af(lY P NR fE m 7' (fIJ RELULAR rAaals S4UICON PA - PANLMu1r I✓AS 12- N/A N/A 1 (TOP) 11' N/A N/A f BOTTOM) 12' N/A N/A 2 (TOP) 9• N/A N/A 2 (BOTTOM) 9' N/A N/A 34 (TOP) 9• N/A N/A 3 (BOrTOM) 12' N/A N/A 4 (10P) 12' N/A NIA 4 (607T0)A) 9• N/A N/A 5A (TOP) R. N/A N/A 5 (BOTTOM) +40.0, -40.0 TOOR A N/A 6 (BOTTOM) N/A 7 (BOTTOM)UP +60.0. _60.0 12' a (IOP) LESS n'12"NIA 12' B (BOTTOM) 17' 9 (TOP) N/A 9 (BOTTOM) 6' N/A N/A 10 (BOrrOM) 9' N/A 9' 11A (TOP) 4" • N/A 4' 11 (BOTTOM) 6" 13 (TOP) 6' N/A. N/A 13 (BOTTOM) 4� ' 4" • 4' • 14 (BOTTOM) + yAUO ONLY FOR UP TO +50.0, -60.0 p.s.I. MAX ASO. DESIGN PRESSURE RATING WITH 78" Mnr. PANEL LENGTHS OR FOR UP TO +50.0, -60.0 P.r.I. AIAX. A.S.D. DESIGN PRESSURE RATING WITH 96' Mbr. PANEL LENGTHS. FLORIDA BUILDING CODE (Non High Velocity Hurricane A(AXILIMU_,14l,A.S.D. DESIGN PRESSURE RATING (p s P ) AND CORRESPONDING MAXIMUM ANCHOR ,SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS MAx/IUY AS0. SURE PRESSURE RARNC (R¢I.) WOOD fASIENERS ATztmBLE JO K7ERMIMS I ANY COM%WITON Or THEY YWYUM PANEL LEVP/N v (m) RFCNM rAPCUVS laFAPCON pp P,WEMNIE 1Y.le II" N/A N/A 1 (TOP) It' NIA N/A 1 (BOTTOM) 17' NIA NIA 2 (TOP) 9' NIA NIA 2 (BOTTOM) g' NIA NIA J4 (TOP) 9' NIA NIA J (BOTTOM) 1 i" NIA NIA 4 (TOP) 11• NIA NIA 4 (BOTTOM) 9' NIA NIA 5. (TOP) J 1/2' NIA NIA 5 (BOTTOM) 3 1/2' NIA NIA a (BOTTOM) +60.0, -60.0 J 1/2' NIA NIA 7 (BOTTOM) 9,-0• OR UP TO '80.0. -90.0 NIA 12' 6' a (rap) LESS NIA 72" B. B (BOTTOM) NIA 12" 6' 9 (TOP) 1T' NIA N/A 9 (BOTTOM) J 1/2' NIA NIA 10 (BOTTOM) 9' N/A 9" 11A (TOP) NIA NIA NIA II (BOTTOM) 6' NIA NIA IJ (TOP) J 1/2- NIA NIA I3 (BOrrov - NIA NIA N/A 14 (L?OT10M) AS -011 N PRESSURE RARNC•(µa.1.) w900 fAS1ENER3 APP1A'/Bl£ TO KTERTLITNES I B ANI'OF' rhmRON aNYLYUM'PANEL LFXOR! 1"RI) REGULMf r� ms SC.TASCON PIKRWRS pR IxNF1LlA2 NAe 12" N/A N/A 7. (TOP) 12" NIA N/A q (BOTTOM) f2' NIA N/A 2 (TOP) 12' NIA N/A 2 (BOTTOM) 12' NIA NIA 34. (TOP) 12' NIA NIA J (BOTTOM) 12" NIA N/A 4 (TOP) 12' NIA N/A 4 (BOTTOM) 12" NIA N/A m (TOP) 4' NIA NIA 5 (BOTTOM) 4" N/A NIA 6 (BOTTOM) 4 0.0 +40.Pto-4 J 1/7" NIA NIA 7 (BOTTOM) '60.0, -60.0 NIA 12' 6`! 8 (TOP) • UP 70 12-6' NIA 12' • 6` • 9 (BOTTOM) NIA 12' 6" 9 (TOP) 12' NIA NIA 9 (BOTTOM) 4' NIA NIA 10 (BOTTOM) 12" NIA too- IIA.(TOP) 4" •• NIA 4" .. ,1.1 (BOTTOM) •• 12" NIA NIA 13 (TOP) 4" NIA NIA IJ (BOTTOM) 4' •• 4- a• 4' •• 14 (BOTTOM) •• • USE 6' OC SPACING FOR PANEL LENGTHS LARGER THAN *10' - O",ANO USE 12' OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER THAN 10' - O' sr• VALID ONLY FOR UP TO +50.0, -50.0 p.S.E MAX. A.SO, DESIGN PRESSURE RATING WITH 108" MD.. PANEL LENGTHS M4WMLLM ASA GESRN PRESSURE .nw (P•v./.) WOOD fA]ITNfRS APPUCI TO KIERAtaIhES / d AIl1' COO61N4RON Of THEM W UY PANEL LLNC/H 1' (a) RfCU1M LNCOVS S.aTAPCON PAxFIIMYt3 PAVELWR NA] 8 1/2" N/A NIA 1 (TOP) g• N/A NIA I (BOTTOM) 9• NIA N/A 2 (TOP) g• NIA NIA 7 (BOTTOM) B" NIA NIA 1 (TOP) g" NIA NIA J (BOTTOM) 9• NIA NIA 4 (TOP) 9• NIA N/A 4 (BOTTOM) @' NIA NIA SA (TOP) J' NIA NIA 5 (BOTTOM) J' N/A NIA 6 (Borrow) +90.01 -90.0 UP TO J' NIA NIA 7 (BOTTOM) 7'-0• .100.0, -130.0 NIA 12" 6" B (TOP) OR LESS NIA 12' 6" B (BOTTOM) NIA 12' 6• 9 (TOP) 9" NIA N/A 9 (BOTTOM) J. NIA NIA 10 (BOTTOM) 5" NIA 6" 11A (TOP) NIA NIA NIA 11 (BOTTOM) 6" N/A NIA 13 (TOP) J' 1I/A NIA 13 (BOTTOM) NIA NIA NIA 14 (BOTTOM) • � II //I//lPii ia.+ T1411 ' s \CEfd ✓ FLORIDA BUILDING CODE (Non High Velocity Hurricane No. 4416-7 02D17 TILTECa INC. 0,050" BERTHA ALUMINUM STORM PANEL (2.00" DEEP) OR4 [ IL EC O �Nc. EASTERN METAL SUPPLY, INC 07 0 _ i ~•1 ia TIWT TESTING B ENGINEERING COMPANY 4268 WEST ROADS ERNS w(5ES6)P2W✓P� C. NFAP 17- V.,�'�Q�4�q ya� ZONAL 6'1e] Nx. ]etn. aL. ]ta. ]M, Vau:u C/Aoars, R ]ales Plwna : (]pa)911-1a]e . Taa : (JDS1])1-15]I PHONE-- (551)84 f-1716 yR ORAN ...ra EB-0006719 WALTER A TIWT J, P.E. a0 15-e•!