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HomeMy WebLinkAboutProduct Approval; Storm Panels Shutters 27-0202'1, Florida, Building Code Online t BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts ? Publications' Contact Us i BCIS Site Maps links Search - Florida /4 '°� `Product Approval ;( FUSER: Public'User Product Approval Menu > Product or Application Search > Application Llst > Application Detail _ FL # FL11964-R5 Application Type Revision Code Version 2020 Application Status AApproved ApprovedRE V IEWEiD Foh CODE COMPLIANC Comments � STo LUCIE COUNT Archived ,��., BOCC Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westiroads. Drive West Palm Beach, FL 33407 - (800)432-2204 bfeeley@easternmetal.com Authorized Signature Bill Feeley bfeeley@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative vile Address/Phone/Email ® Category Shutters Subcategory Storm Panels 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 the Walter A. Tillit, Jr Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date' 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL11964 R5 COI COI EMS 0.050.pdf FL11964 R5 COI COI EMS 24.pdf Standard ASTM E1886 ASTM E1996 ASTM E330 Year 2012 2012 2002 https://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBUdjNgPPCpNQxtnkNWAOd3Q%3d°/a3d 1/2 7/6/2021 Florida Building Code Online , Product Approval Method Method 1 Option D 6 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products '10/19/2020 11/06/2020 11/06/2020 12/15/2020 F Model, Number or Name Description 11964.1 0.050" Bertha Aluminum Storm Panel Corrugated aluminum Storm Panels retained or not by tracks to (2 inch)- Drawing number 20-183 provide hurricane protection. Limits of Use Approved for use in HVHZ: No Installation Instructions FL11964 R5 II DRWING EMS 0.050.pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile.. Max, span is 13'-0" for +30, -30 p.s.f. FL11964 RS AE PER EMS 0.050.pdf ASD and 4'-0" for +90, -130 p.s.f. ASD for retained panels. See Created by Independent Third Party: Yes sheet 2 of installation drawing for other spans and pressures. 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel (2 inch) - Drawing number 20- provide hurricane protection. 178 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R5 II DRWING EMS 24.pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile. Max. span is 9'-10" for +32.6, -32.6 FL11964 R5 AE PER EMS 24.pdf p.s.f. ASD and 2'-8" for +58.0, -58.0 p.s.f. ASD See sheet 2 of Created by Independent Third Party: Yes installation drawings for other spans and pressures. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cop right 2007-2013 State of Florida.:: Privac 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 clickhere . Product Approval Accepts: W eCh�G MW SeCtiI'itysiL•"i'R ms- https:llfloridabuilding.org/prlprapp_dtl.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBUdjNgPPCpNQxtnkNWAOd3Q%3d°/a3d 2/2 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (7th 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 ASIDE 7-10 SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2. 7. B THRU 17. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER 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 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS IM 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 16D9.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS $ 0321.01-05. 0 0312.01-05 AND g 0119.01-06, PER ASTM E 1886. E 1996 AND ASTM E-330 STANDARDS, QUALIFIED FOR WIND ZONES 1. 2 AND 3; MISSILE TYPE D (BASIC PROTECTION ONLY) AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY ASTM E 1996. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. 3. ALL ALUMINUM EXTRUSIONS MALL BE ALUMINUM ASS CIA71ON 6063-TG ALLOY & TEMPER UNLESS OTHERWISE NOTED. .STORM PANEL COMPONENTS STUDDED PLATE AND Q§ SNAP CAP ARE PATENT PENDING. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEELASPER DIN 50018 W/ 50 kel YIELD STRENGTH AND 90 ksl TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 35 ksl 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/ BUILDER. -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. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL -BE. AS INDICATED ON NOTES A•$) & A.2) ABOVE. .. (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. -1/4"0 x 3/4" SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT do SPECIALTY COMPANY. NOTES: 9.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.C. TAPCONS, ELCO PANELMATE, ELCO TVAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4 B.2) -3/4"0 SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 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 8.1) & 0.2) ABOVE. (C) TO EXISTING WOOD FRAME BUILDINGS, SEE SPECIFICATIONS ON SHEETS 12. 13. 14 & 15. ANCHORAGE SHALL BE PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER FINISH. (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2, 3, 3A & 4 SHALL NOT BE USED. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 9. THE INSTALLATION CONTRACTOR 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. (a) 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. (e) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER IOF RECORD THAT PREPARED IT. _ 11, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. THIS DRAWING SHALL ONLY BE USED TO' OBTAIN PERMITS IN THE STATE OF FLORIDA _r 14.101" (TOTAL WIDTH)1.170 j-- IZOGO' (EFFECTIVE WIDTH) Q@AS wPUG9tf ... r� LOD" (rYP) O .0.250' h I I• ° ° --I 2.020 f-- -'4 2.o2o' I- • ' _FULL PANEL )yl (EMM£D EDGES ;,.:- ..` 14.375" (TOTAL W07H)----.......-- .. 12. 000" (EFFECTNE W1D7H)- 1.070'j 170 : 1.070" 1 1 /( ©•®As APPUGIBLE. �.... ..I % 1.05500'(IYP.) i 0 � o O N ^i 2.020' A 2.020' �- OPTIONAL FULL. PANEL W/O HEMMED EDGES 8.151 ' (TOTAL WIDTH) -16.000 (EFFECTIVE WIDTH) 1.070" f ...4.880`--4 170" AS i CC T p <,"O• N 2.020" [-- HALF PANEL Wf HEMMED EDGES ••8.425" (TOTAL WIDTH) 6.000(EFFECTTVE WIDTH) 1.070' �. `4.880 - ' 170" r. 1 � Q®ASMPLICA&f i /C O N d..... ... -4 2.020" 1-- --OPTIONAL HALF PANEL WO HEMMED EDGES ® SMOR PANEL. SCALE. 114" - 1' r3'•+--CONCRETE ANCHORS (SEE SCHEDULE)--;... 3"JI Mox. Mal• I 1 Mln. 1 All. -3`------.... ---.-CONCRETE ANCHORS (SEE SCHEDULE)- - r3"-� AMn STORM PANEL 1MNn. I TYPICAL ELEVATION N.T.£ �1/4' Maw GAP 114' Max. CAP--{ ; SECTION A -A Mr. s �f R A. Tlt(/T''�.. a. 44167 STATE OF r S%neini•E� .� PANELS. ]WARM AT BOTH mms 1Y m TRACRB OR DIRECT AMOUNTED A%XAlUW A.S.D. DESfav PRESSURE RATING Ua PAVEL LENC_ IN L (M) +35.0, -35.0 12'-8' +40.0, -40.0 12'-4" +45.0. -45.0 12'-0' +50.0, -50.0. +55.0 -55.0. +60.0, -60.0 9-4' +70.01 -70.0 +80.0, -80.0 7'-0' +90.0, -90.0 6'-3' +90.0, - IOOA - 5'-7' +90.0. -110.0 5=f" +90.01 -120.'0 4'-8' +90.0. -130.0 4'-0' PANELS RETAINED AT LEAS! IN ONE OF TRIM ENDS, 1!!TH TRAMS ®®� OR Q)* MUOMuN AS.A DESIGN PRESSURE RATING (P-f) NaX. PAVEL LVMM L (R)-- +30.0, -30.0 13'-0" +35.0. -35.0 - 12-0" +40.0. -40.0 l 1 �-3' +45.0, -45.0 10'-0" +50.0, -50.0 9'-O' +55.0, -55.0 8`-2' +60.0, -60.0 7-6" +70.0, -70.0 +BOX, -80.0 +90.0, -90.0 +90.0. -700.0 5•_p• +90.0, -110.0 5-p- +90.0, -120.0 4-9' +90.0, -130.0 4'-4 112' MAX. AS.D. DESIGN PRESSURE `RATING & MAXIMUM PANEL LENGTH FOR INTERNALLY REMOVABLE PANELS AS PER MOUNTING INSTALLATIONS ON SHEET 7 OF 17 IS + 50.0. - 50.0 p.s.f. W/ 88' MAX. PANEL LENGTH. MAX. A.S.D. DESIGN PRESSURE RATING & MAXIMUM PANEL LENGTH FOR MOUNTING AS PER ALTERN47W III AND 14 ON SHEET-I4A AND 15 OF 17, RESP CTNELY, ARE /-50.0,-60.0 p.s.l. FOR 78" Max. PANEL LENGTH, AND +50.0, -50.0 ps.1. FOR UP TO 108' PANEL FLORIDA Q 'h' HEADER SO.E : J/0' - f' Q REVERSED F' ANGLE TRACK SwF: 3/0'- f• 1/I' 0 -20 S S WCHINE BOLT W/ NUr a WASHER o1Yo.c _ N a� L�-2 f25" 206I" �. SD t�3 3' Mox. U' 8UlLD OUT SwF :.//9' - ,• ALYRLW N47r 616 -tom« at{� zee=• --I ® f' TRACK ANGLE sour , J/e' - 1' . am 0P. XO,OIo R. 2J6B'� o4 °B0• II '-'- 11 � N �2129' 2+61' 3� ® OPTIONAL 3' max. U' BUILD •OUT HEADER 'U HEADER Irk• 114' 0 -20 S S. SWO 7w• ,.• , _20 S S SIU7 •��' i RAFTED TO AWa ON SWnQNS maim m AM)IJ E- 1---i SMALL KEY HOLE (OPTION 2) SOME' J/e - I' ® STUDDED ANGLE main .w,.. A11Dr f-1J77' wx Oro Rd l2A ROUND HOLE AT PANEL MINI WALL 1.75'x0.632' ANGLE WJTH STUD scut '12•- 1' r214' i F7�--T 042- TRACK ® 3' MAX. ANGLE BUILD OUT BRACKET 'v" = : J/O' - f' r0.31Y 7{j— I ti t - Min..085' enl'rtD m .12=•. r- Q o 1Z'aQ ac - -_i LEG 'roN 9EZ Caf !2 KEY HOLE AT PANEL . !© KEY HOLE WASHER (� 3105-N76, Abn AIlO!' y .2B1. R, 11 28' FLORIDA BUILDING CODE. Non . High Velocity, Hurricane Zone _ � way-n Auer Ijm. "'e1J 02020 m7Ec0, INC. 0.050' BERTHA ALUMINUM -STORM PANEL 64r © SNAP CAP 16 �B�O. ANGLE �i. f vJwes (2.00- DEEP) DMW Or =AW J/6' - f DETAIL 1: 5TDD W/ wvG nuT EASTERN METAL SUPPLY, INC 7i6i2929 COMPONENTS tIN c o G CO 4266 WEST ROADS DRIVE .TILER TESTING' 8 EHOIHEERING COMPANY WEST PALM BEACH, Fl. 33407 fls NW, 3r1n. SL. A.. 704 WCPM 0I1+ef114. R 11188 PHONE, (591)209-5263 20-183 . Htn- t b037=]1-1370 . Fa : eb518]I-t=]t FAY: r6611641-1716 ANGLE WITH STUD SLUE 3/9• - e' CONCRETE ANCHORS —� CONCRETE ANCHORS CONCRETE BLOCK VL1Ll. CONE. CONCRETE ANCHORS (SEE SCHEDULE) .. (SEE SCHEDULE) R£OlARID _ (oPLN POSITION t) (SEE scHEDuLE) � __ X v . i i ODo-- 3 cone. 1• Mr . --- 500" - -- --- r 2ID. CONCRETE ANCHORS (SEE SCHEDULE a ; FOR SPACING) POURED E.D. : I I POURED ED. POURED E.D. CONCRETE CONCRETE i i .. REOU44ETE ED.... I REQUIRED - I 1 I •! I _1 ', REQUIRED I I 2 Conf. -'- 1 1' N I 5 WNT ; 1 I I 1 I h I I i � •\ I I I I I Min. SEPARATION. 1 • L6n. nox F— TO CLASS GLASS I S I I I t I tAss I I I I I In I 1 I y�j I 1 1 I I I N :n - ' .. "'.._... .. -41"Min. SEPARATION I w .._..... I , TO GLASS I opliom It Mi., SEPAR477011i I I I CONCRETE ANCHORS SECTION 3A I to crass i I 1/4- 0-20 x J/4 - I (SEE scxmuLE) I I I IS.S. BOLTS WI 7/8• I I•I'' ,_� a ' i i w I I I I I I II J2PD. 1WCNC 500" CO^L i it T COUNRETE P.,Y �.'..•..rt'.,' II IIII' .'i IIII iII OR CONCRE TE77 8toar WALL REQUIRED POUR 1" COHCRE7E i 1 CONCRETE CONCRETE ANCHORS OR CONCRETE CONCRETE (SEE SCHEDULE) BLOCK WALL BLOCK WALL E0 REQUIRED REQUIRED E.. �1• M770 GIDA nN O' I i (OPEN POSITION t) .. T _ l q SECTION ®ANCHOR 1. 125�ORS CONCRETE ANCHORS250• 5SCHEDULE) 6 Conl. 0P1/0N i2 ,1 (SEE SCHEDULE) .>/ 9 ConL _SE TI.,�ON .;M I I i _ I ' I WALL _ MOUNTING INSTALLATION SECTION'G ANCHOR SCALE: 1/2' - 1• ,. 1/4. 0 -20/7/4a" S.S. BOLTS 2 WING � , 7/8xJ/JJ/•20 POUR . " C. I _ 1 I I WWG NUT CONCRETE I ' ' _ ® EA. STUD I I 1 I BLOCK WAL OR NCRETE POURED CONCRETE OR f- I I zz REQUIRED E.D. CONCRETE I I REQUIRED BLOCK WALL , CONCRETE /T ;' ; 7/8" r J/J2" E D. m EDGE °!STANCE I I EO. OR CONCRETE 1 I .. WING NUT 0 'IJ' ((SHE SCHEDULE ON 5 ConL COM. BLOCK WA(1 4 I EVERY STUD ' B $XEE75 9 & 1 ° & 11) CONCRETE ANCHOR ; ; : T (OPEN POSITION t REQUIRED I ®12' D. C. C = (SEE SCHEDULE) • .. - ) SECTION ® STUD TYP. TOP/BOTTOM -WALE MOUNTING INSTALLATION {` �.--1 BUILD OUT INSTALLATION t 5 AP C4N CLOSED ATP , T SECTION 4 - NOTE FOR COMBINATION OF SEC77ONS : SECTION 3 HRRIIGWE CONDRIO Sf SCALE : 1/2" - 1" 9 conL SECTION ®STUD WALL. MOUNHNG SECTIONS CAN BE ��```1 R H. j•r1i,� COMBINED IN ANY WAY TO SU? ANY 1NSTALLAnON. ,`` 'C� .•••• �T �., FLORIDA BUILDING_.. CODE (Non High .Velocl 'Hurricane. Zone) WALL MOUNTING INSTALLATION Q� '' ENS �P °, 02020 TILTECO. INQ 0.050 BERTHA ALUMINUM STORM PANEL M.P SECTION 1 Sa,LE : 1/2" - 1 • �':: G F ` r 2 00' DEEP) No. 49167 D DRAW B1 NOTE :DETAIL OF SECTION a STUD YAUD ALSO FOR = * : * •: * 3 MIL _ EASTERN METAL SUPPLY, INCWALL MOUNTING RSTAWTION - SfCJ70N 2 (TOP) _ O INC. DATL 4460 WEST ROADS RIVE TATE OF 2 TI LIT TESTING & ENGINEERING COMPANY WEST PAW REACH. FC 73{G7 �%�/ FCORIDP ' kE"ra am NO: "" s a..,os,wmeA nv®ua n al`° PHONE: (5e1)209exe3 20-183 (w187�t WC971 l (3BM71"1 ut FAX: (561)B41-1716 DRAWING No °A�•;,SS/ONAL��G``�� wTTERAAAu-.11uieiE -1 � nK SHEET 4Of17 SOLID SET OR ELCO mole P4_N&M47E OR S.G. TAPCONS CONCRETE ANCHORS E. D. 00 ® W/1/40 0 SIDEWALK BOLT OR O CONCRETE ANCHORS g D., - (SEE SLHIDULf) £ D ®OR ®W/ 13 W/ 0-20 TRUSSHFAD BOLT + + o >, (SEE SCHEDULE) 1I—� E. � (SEE SCHEDULE f SPACiNG)-' 1 7 POURED CONCRETE POURED CONCRETE i REQUIRED II II REQUIRED ' EO I POURED f - I 1 CONCRETEC I q e -_�� 1ALTERNA7f J1 ...I OR CONWCCRETE w j N I I LEG LOCATION { REQUIRED I I 4 Cont. a Cont. j N i 114' 0-20 x Jf4T i .N I I 1 BOLTS 7/8 1 I !!,a J2- 1WING N'v I I i - I I-' y i2' O.C. . 1 W I I 1 4i W kcont. --jl e' Min SEPARATION 1 —li kn. GLASS 7OMin. SLPA2 N i ai POURED I 1 TO GLASS 1 I TO GLASS 1 �i 1 �I TO GLASS W CONCRETEY I I 7/B" x 2 ti 1 u 1 WWG 3 1 1� 4 m-20 x EVERY STUD I ,Y/4' A5. BOLTS ' i i O 12' a c. I W/ 7/8 J/J2" 1 I 2NGON2� O .I POURED .ORRCON RETE Q 1. w+ 1. 125' I ^1 j CoPI. I I' BLOCK WALL W .�:I ��'�'• / r. REQUIRED .'f�.:.'rfi/ tr-a OpiiOAl.>si 2/11' C POURED CONCRE7£J I POURED CONCRETE I 1 . SECTION 5A REQUIRED 1 I REQUIRED I I (SEE ANCHORS E. CONCRETE ANCHORS SOLID SET OR ELCO male PANELMATE OR S.C. TAPCONS (SEE CONCRETE E D O © OR ® W/114 0-20 SIDEWALK BOLT OR O ® OR ®W/ @ W/r/40 USSHFAP'B -20 t (SEE SCHEDUL R• C1NG- _--' -,---- _CEILING & .:FLOOR MOUNTING I CE FLOOR O tN DIRECT -WALL MOUNTING t Min. SEPARATION + —(i _INSTALLATION — SECTION .6 INSTALLATION — SECTION' 1 - SECTION 8 TO CLASS . _ . HUT O. i SCALE : 1/2• 1• SCALE : 1/2' = 1' j > 1.125' r— POURID E D. EDGE DISTANCE REQUIRED I it (SEE SCHEDULE ON CONCRETE ANCHORS 'E. D. / SHEETS 9 & 10 & 11) (SEE SCHEDULE) NOTE FOR COMBINATION OF SECTIONS BUILD —OUT & FLOOR MOUNTING WALL/fLOOR/CEILING MOUNTING SECTIONS CAN BE INSTALLATION — SECTION IS COMBINED IN ANY WAY TO SUIT ANY IN57ALLA710N. SCALE : 1/2' = 1" 02020 TTILTECO, INC. IL E C O INC. LT TESTING & ENGINEERING COW NW, 6L. Sf.. 706, NId2NN NA[ENS, Fl PMne : (3a3,bT1-1600(303)dTt-15 CA-0006719 WALTER K TDLT Jr., P.E. FLORIDA UC. 44167 7/B" x J/32 WING N O EVERY STUD O 12' Q C AT PANELWIES OR SG. TAPCONS .SCALE I ' No.44167 �y TATE OF ;�2 F CODE (Non High Veloolfy Hurricane Zone RTHA ALUMINUM STORM PANEL M.P (2.00' DEEP) _ DR, B� N METAL SUPPLY, INC 7�g0T0 4268 WEST ROADS DRIVE DATE - WEST PAW BEACH, FL 33407 20-183 PHONE: (361)206-8263 FAX: (661)041-1716 DRAKING h!o a lust IN. w mmm i7 A l .. SHEET B OF 17 SOLID SET OR ELCO male PANELMATE OR S.G. TAPCONS ® OP OR 22 W/1/40-20 SIDEWALK BOLT OR ® OR ®W/ 13 W/1/4 0-20 TRUSSHEAD BOLT + + (SEE SCHEDULE FOR SPACING) POURED CONCRETE REQUIRED I I I -I I" Min. SEPARATION TO GLASS I I I I I I I I 7/8" 0 x 3/32 WWG NUT @ .— EVERY STUD ® 12" 0. C. POURED t p CONCRETE --a OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS/ (SEE SCHEDULE) Cont. WALL MOUNTING INSTALLATION SECTION 9 SCALE : 1/2" = 1" 7/810 x 3/32" WING NUTS ® 12" O.C. AT PAIJELMATES OR S.G. TAPCONS i s i N W U V7 W 2 J w e 4 i rvuxcu L-.CONCRETE LJ REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION E. CONCRETE ANCHORS (SEE SCHEDULE) \ POURED CONCRETE REQUIRED —EQ. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I i i 1 ,I I I" Min. SEPARATION TO GLASS I I j 7/8" 0 x 3/32" WING NUT @= k I EVERY STUD ® 12" 0. C. I I Cont. ALTERNATE LEG j LOCATION j Cont. N E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9 & 10 & 11) O x NOTE FOR COMBINATION OF SECTIONS W WALL/FLOOR/CEILING MOUNTING SEC77ONS CAN BE y COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. , z J SIDE WALK BOLTS ARE" 3/40x3132"THICK W HEAD MACHINE SCREW W/LENGTH 4 AS PER NOTES A.2 & B.2 (SHEET 1) o TRUSS HEAD BOLTS ARE 1/20x1/87HICK g HEAD MACHINE SCREW W LENGTH AS PER NOTES A.2 & B.2 (SHEET 1) EDGE OF SLAB IF APPLICABLE Hurricane a. 'A , 7/7 -- EXISTING 1 1/4' MJN 2'.- 'J 1/2-, BRICK WEENER PENE77UTION CK BLOTO CONCRETE — AlAX & 2' TO CONCRETE 4 A --- --- --- ---7 a C i T POURED CRETE NBLOCK 1/410r8' ELCO mole ....—S 17NG : PANELA 47E NAS ANCHORS OR 1/4' 0 STEEL ANGLE UMTEL OR CONCRETE -j WALL REQUIRED I �TAPCONS OR 1/4' 0 ELCO MOLE AS APPLICABLE 3: 1 I PANQ.MQES (SEE SCHEDULE FOR SPACING). ,Qf'TTON 'it' .SECTION I IA " 1 Min. SEPARATION TO GLASS I I F 1 1 I _ EXIsTING BRICK SILL I 0-20 x 3/4" BOLTS W/ 7/8'mr I I Ci 4 1 i ` 1/12' 11711 NUT ® j I I 12' O. C i I I PENETRATION TO 1 CONCRETE BLOCK - Dow HING AS & 2" TO CONCRETE _,' .. :: APPUC49LE 1 1 1 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED A* .. 2' ... ..J 1/2•—,� Cont. LEXATING BRICK 1111111111gI , POURED CONCRETE WEENER �`•`���RA T!(��T l I/47xB" ELCo mole P OR CONCRETE BLOCK- GEN '• ;��P 'o WALL REQUIRED PANELMAIE NAS ANCHORS OR 1/4- 0 �`V ; - �,� SF TAPCONS OR 1/4" 0 ELCO MALE PANELMATES (SEE SCHEDULE FOR SPACING). No. 44167 - ,I* : it BUILD. OUT INSTALLATION —stATE of SECTION 11 �r SIP • SCALE: 3/8' - 1 ass�ONA� 7ENG� •P• 2 Ata EXISTNO BRICK WEENER � coot. I !!N I I 1 I 1/4 0 8' ELCO male IL —EXISTING PANELMAM NAS ANCHORS OR 1/4. 0 STEEL ANGLE LJNTEL i x TAPCONS OR 1/4" 0 ELCO MALE AS APPLJC49LE PANELIIATES (SEE SCHEDULE FOR SPACING). ^ w E. D. m EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9 & 10 & 11) - ... _.. -. SIDE WALK BOLTS ARE „ 4'011 lCK NOIE.FOR COMBINA77ON OF, SECTIONS : HMO MACHINE SCREW rv� H AS PER NOTES A2 & 8.2 (SHEET 1) WALC/FLOl7R/CQUNG MOUNRNG 5£C7ONS CAN BE COMBINED + + TRUSS HEAD BOLTS AR£1/2 oxi/B7HlCK HEAD MACHNE SCREW W/LENGTH IN ANY WAY TO SUIT ANY INSTALLATION. . AS PER NOTES A2 & B.2 (SHEET 1) FLORIDA BUILDING IV ADJACENT 1N7ER10RLY PANEL--� —REMOVABLE ADJACENTII': .-PANEL CONCRETE ANCHORS /I1t�' ' 1/4' ®TAPCONS _ 0 6' 0. C W 1 1 2 Mln. THREADED / / STORM PANEL Mox. CAP 1/4' Mor. CAP AT B' O.C. .1 g �j -PENETRATION TO IX1577NG WOOD HEADER. ;. W o X o POURED CONCRETE ! / f_ REQUIRED ER —"LP _SECTION B 0CK OR ANY TER OP TRACK p SCALE : 1 1/2 - l' ' 1I4'-200' S.S. SIDEWALK BOLTS I i WOOD HEADER 32 REQUIRED - WING718 NUTS AT OVERLAP .----. ADJACENT ; PANEL o (oVIIJ 1/4 =20x1' S.S. �'\:J SIDEWALK BOLTS W/ 7/8' X 3/32' , ANTERIORLY .WNG NUTS AT REMOVABLE OVERLAP STORM PANEL , ILA,]ZC tf Lou .''. F >r a A (14nTT\ 11P i) ADJACENT PANEL FA Po'a (BOTT) INTERIORLY REMOVABLE STORM PANEL PARTIAL :ELEVATION SCALE : 1 1/2' - 1' fr" SIDEWALK BOLTS. ! a W/ 7/8' X 3/32' ! 7/8' x 3/32' T' Min. SEPARATION �a WING NUTS AT I' kb,. SLPARA110N - ' i WWG NUT 0 c 70 Gus EVERY STUD TO GLASS I OVERLAP 0 12' 0. C. RED CONCRETE ORUCONCRETE- BLOCK WALL 7/B' x J/32" REQUIRED 4i I I -i fWWC EVERY STUD f ��I. !_! . 2 4 WWpp 11 RE090�fPENE71MnON !1/4'0 ELCO PANELMATES SOLID SET OR SC TAPCONS:f IOP.STUD•:IOR S.G. IAPCONS W/ 2' MLN. Rrk(7OR PANELANTES ANCHORS - _. ----:---__PANELS 0 6' O.C.AT ADJACENT 2 O C OFPLAEIV AT O.C.MIDIH U. EDiOF PLATE B 8' O.G� �..0 ADJACENT PANELS , WALL MOUNTING INSTALLATION WALL.. MOUNTING .-INSTALLATION SECTION 12A SCALE' 1/2• - I' SECTION 128 SC"`E' )12' ` I INTERIORLY REMOVABLE.. STORM PANEL SECTIONS : MAX. A.SD DESIGN PRESSURE RATING = *50.0, —50.0 p.s.f. A. TILL;z""',� ���ENSF '�?' �'% FLORIDA BUILDING CODE Non High VelocityHurricane Zone) 44167 oao:D mTEcoND 0.050" BERTHALUMINUM STORM PANEL DmwF�' STATE OFfir = a I I L E� EASTERN METAL SUPPLY, INC 7/9/20M ,... -TILLI1 TESTING N ENGINEERING COMPANY 4168 WEST ROADS DRIVEGAM' WEST PALM BEACH. FL 33407 h °••. �� `�. e33s Nr. ]j . Ss, 5r.. 305, wmm� cNmD6, n, WIN PMn, t3m)ByI-IWo r..: PHONE: (SBt)Nt -8163 2U-183 �. ` IONA��`\ t30 wl-wt CA-0008718 FM (361)841-171e . DRAWING Alo ffffff/IIIIIIIU11111` WALTEA A TILUT Jr.. P.E.�'• �0 oo�roaw. mr. ur. W un_ ..... ' FLORIDA Uc. 44167 , lyn 17-g7 pmq3 .. ..... SHEET 7 OF 17 CONCRETE ANCHORS (SEE SCHEDULE) POURED E. D. CONCRETE REQUIRED.. o y'Cont. Ia -I 1.000' Cont. 7/B' x J WIN, NUr 12' 0. C. 1/4' 0-20 S. S. MACHINE BOLT ' W/ NUT & WASHER O 120. C. 7/8' x J/J2' ,•_ WING NUT -'-'-•'tl £VERY STUD CUT PANEL ® 12' 0. C. 17 n' 2' x 4' x .125 ! I �i 3105-H14 OR 60E3-76ALLOY Con Alum. ANGLE I I � j i � a .A (Plan% I, 1 SCALE • 114' = T " .... ... .,j chi /J2' i I Cont. � .. . , ..._.... CONCRETE ANCHO� (SEE SCHEDULE) E. GELLING & FLOOR MOUNTING INSTALLATION - SECTION 13 SCALE a 1/2" a 1' E D. EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9, 10 & T 1) . NOTE FOR COMBINATION OF SECTIONS WALL/FLOOR/CEILING MOUNTING SEC17ONS M BE COMBINED IN ANY WAY TO SUIr ANY INSTALLATION. POURED CONCRETE OR CONCRETE BCOCK WALL REOUlRED CONCRETE ANCHORS I 2500' ORUCONCRETE BLOCK RED CONCRETE _ ®/?' 0. G—.,,1r. Min. WALL REWIRED _7 CONCRETE ANCHORS 1.000, . O 12'0. G 2' x 2' .055' TO ALTERNITE LEG LOCATION T( j 2' r 5' 055' Cont. Alom ANGLE OR .060" 3705-H754 SHEFT' S - METAL Atom BENr PUTE _CASE C (Plan) SCALE.- 114 2' x J' x .09J' J105 H-14 OR 606J-i6 ALLOY Cont. AWED. AN HYDT ANCHORS m 12. O. G; 1/4' GAP POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CASE D (Plan) SCALE. 114" = 1' 1/4' I BOC. 4' x x 24' 0. C. W/JACKNUT H OR 6 J10.5-HI4 OR 60GJ-16 ALLOY Cont. At... ANGLE CASE R . (Plan) CASE E (Plan) SCALE 1/4- = 1- END.' CLOSURES.._ DETAILS SCAM' 114 = 1' 4� .'.. GEN `�P's FLORIDA BUILDING CODE ' Non High Val 02020 TO.TECO, INC. 0.050' BERTHA ALUMINUM STOR 'e = N0. 44167 ': _ __ (2.00. DEEP) ._ * '* 1LIMO EASTERN METAL SUPPLY STATE OF : ¢ � INe. 426E RC0r6YE TILLIT� TESi1N0 h ENGINEERING COMPANY M St, 5b. ]W. YAI]toA avmtra, R .vlm ��:NALTERCAaT61Ji1Jr.LPE1-1511 NEST PALMLM REACH. H, R 35407 PHONE: (561)209-n53 FAx (561)641-1716 fff/IIIH11111NIo FLORIDA Uc 44167 m n-osT At s. s a MAMffX ,4P"4CING A S D DESIGN SCINDMF FOR PRESSURE RATING o f } AND CORRr+ PONDIM MAX09M AMMOR TNS71 LL47YON,S IN CON .RFTF ANn EONCR ' BLOCK rrfe7?TRFc, ANGNORS 1EGEN0 "1R1A fir_ ittl'''�,,, �� �J���% 4067 ` * _ .•� ATE OF ! FLORIDA BUILDING CODE Non HI h Veloo Hurricane Zone) 02020 TILTECO, INC. 0.050' BERTHA ALUMINUM STORM PANEL ALP (2.00'. DEEP) _ .. DRAWN Br EASTERN METAL SUPPLY INC 7isiTBTD ' dTE _ - 4260 WEST ROADS DRIVE, TI�I11�Tw 1 ENGINEERING t� aR`OQ. •`�\�41`� (111111111111H SL NC10 nP'ANTm 0008719 (Jas)tO1-Ia]t WALTER A. 71LLIT Jr., P.E FLDRIDA Ile. 4416T HOST NEI(561)209F6263� FAIL• (561)W41-1718 • dD 1HOA7 - A • 20�� 83 ORAWYNG No SHEET 10 OF f7 AS0.�QSri1 - -. -... uJnrW AALYkYS STNfd¢ roe e a - J f/z•. .. .� APP!lAtAE ro .grnora / • ABI' L'dGZ0Y1IR1V. ' a nrtM ' N1AWI+nr rWxrl. !EI/CIN i• (eJ NefSslm[ lNTa¢ laa1J ...FkTiR.IR ro¢ava>7r DIFftY.S m ta9>rts! - -- SptAl ro OaYfJfFTE 8TT � m /usavef' ' _. S¢7AKCY1... m ctwrJ3le .. m M1aYf7Y FA'L'Li116 ro mwatiE .:. 'mwmNsr PAWIAN2 TO rzrw;BerT TY.LS 'ro fasavtY 12' N/A 72' WA. 72' WA IT' WA WA 12' 7• 12• 12' I2' 12" 12" 12- 12' /2' 7 (BOTTOM) 12' WA 1T' WA ...:.12• N/A 12'... WA IT' WA T (top) 9' 9' 9" B' 9' 2 (807TOM) 8"_ WA B• ' WA 9' N/A B' WA 8" WA 41 (TOP) . ... 8• 9' 9' J (BOTIOM) 11• Y tT' IT' 12•..: 12' !T' .._. 72" . ]T• 12' .. 1 (TOP) 11' 7• f2' IT' IS' IT" 12' 12' 12" 12' I (BOTTOM) 8' WA .. 9-. .. N/A 9' WA, 9• WA B' N/A 34 (TOP) r0' N/A 12' 12• N/A 12' WA:,. N/A WA 3 (BOTTOM) +Ia N/A 72' WA 12' WA 12' MIA'_ .: N/A WA. „ 6 (!OP) .�N4XINUN ANCHOR SPACINGS ARE YgLlD FOR J 1/S' EODE OSTANCE FOR ED. LESS THAN J 1/2; REDUCE ANCHOR SPACING Sr NULRPLYINC SPACWC SHOWN DN SCliEOYItE BY 171E i0lLOW/NG FACTORS. (NOTE NA. E.D. FDR SOUDSET ANCHORS IS J F'DR 7MS OPERARON 70 BE POSSIBLE, REDUC� SPACING OBTAINED USING FACTOR SHALL NOT BE LESS T(E1N MINIMUM SPACING WDICATEO FUR EACH ANCHOR TYPE AT ANClfOR2 LEGEND. 'FACTOR ...... ....... ACTING E. D. TAPCON (RECUTAR) SQ TAPQON, PANEfYA7E OR PANELIUIE NAS SO A.s.n �, . _:_ M4tlWAl. AAGgefi.SPAGW fOB e a . ] I/2•• _ A9iEtB!! m sEcays / e Axr aovaatlrAw rr nmI N1n7AAl aim Lenem t• (BJ . FB6suae lulsc IpaAJ AtBtiAR ro °ac+err 'ro IeasavRr.. san m ceAe6cle sn' m uAmlmrr s¢urcav" m ¢w+aarr ro N+werr _ - __aNexfuric ro coscntrE m- MAuwBr , PM'OMITT m ms¢xrr ins m aasororr 11' WA , . II• NIA, . 11' - N/A I1' : N/A 11• N/A ) (iOPJ rr' 1' tr• u' n• _ ,ir' � r - n• r 11• WA !1' WA 71• WA !1' N/A . If• N/A - T (�TOPnJI., 6• 1� 9• 9• 9' g' 8' 7• 8" Y 2'W„WJ -B•. .N/�..... ... 9• �... N/A, __:9•... .... WA 9' WA 9' - N/A ]1 (/DPJ. 3" .4 H• ..... H _... H" H H .... 7 9 : .. Y J (8077WJ 17' 4' 17• II• 7I' if' fl• 7' it' 7' 1 (BOTTOM) WA 9' WA SA (lOP) 3' 3' Y N/A 8' N/A N/A WA S (B077TJM) 60.0, -60.0 UP IO 80.0, -9Q0 _ B" N/A 70' WA 11' N/A lf" WA WA N/A fi ()DP) p•-p• IESS B' NIA 7' WA 9' WA. 8' WA WA N/A 5 (B(7TTCN) 5• WA ... 7' N/A 9• ., WA _ B. NIA NIA WA 7 (TOPJ N/A Y WA 9' N/A B' NIA WA WA 7 (80TTOM) : ' WA WA 12' 12' 12" I2' !2' 6•. !2' fi'.-.. a {TOF). WA N/A 11' + !Z' 72" 11' 1?' 6• iT• B' B (BOTfOY) ' WA WA JT'_ 11' f1• 7T', ,.. , 72" fi• 11' 6' 9 (TOP) .. 9' WA !O' NIA I1' N/A 1I' WA WA NIA f0 iTOP) fi' '. N/A 6' NIA WA 6" f//A WA N/A 70 (BOTTOM) ' . H 1 .. WA WA... N/A ....N/�. g� 7� 9• 7' IfA (IMP.) B• iJ... N/A WA WA . 17 (BOTTOM) ' g• NI �12- N/A fi• (y/A B' WA ,N/A. .... __ B , _ It N/A B' N/A e' 1T/A N/A. WA 1] (BD77C41) .._ ANCHOR 7YPE ANCHOR - SPACING _ TAPCON (REGUUR OR S,Q) PANELALITE OR PANFLNATE lYAS J. SOLD nGBTs�a �qbN NN N�I��:jtiVD'bO,V btobmAbN'�bNbNbNi 4 A} j 1�' �l b N ,H N At b b •j y: y; � 1 a s, m� yt at t- , I m y As occvl Laauw AN]Ma >IM e a - J rR•4 4 .. a AW N16 IuN OF 11RY Itln9lAr PA1Pl. Lamm 1' (6J P3WM (w/J 2AlAAR.lAHoa`f5 ro WV�f ro YISUMY STAG 10 Colo= P g" to WfWfI saTNEaV m C.1clix 1D Alco V PAYSIMI6 to WXAC!✓ •Abe •••1F ro C9NGttfi[ MlS ..: 1p �al511WI ' 11' WA 12' WA 72' WA _WA 12NIA !()OP)f2• . 4 1/2• 12' 12' fT• I2•a 1/2' 1.8 1/2' 1 (BOTTOM) WA f2' WA 12' WA 9F�' WA12' 12" WA 2 (70P) 41/2" 9•'''H I/2' 9' 8 1/2' 2 (BOTTOM) WA D'WA D' WAN/A 9' N/A J4 (TOP) B•.... 4 1/1' 9' B' 9' 9. H 1/2' 8 1/2' J (BOTIUM). IY' 4 1 _..._ 11' _ 11' 12' _ 12' 12- 8112. I2• d 7/2' � 4 (%OP) f2• 40 12' 12' 12' 1. '12• 6 1 - 9• WA 9' WA 9' WA 8' WA H• NIA 54'(MP) 6 1/2' WA 7 1/2'. .., WA d• WA 7112. WA NIA WA 5 (BOTTOM) WA 9 1/1• WA /0" WA 9 0/2' WA WA .......WA 6 NOD. 0 6 0 N/A 7 1/2' NIA 6". WA 7 1/2' WA 'WA NIA. .. 6 (NOTMV) r >8'-0• ♦60.0• - .. 6� WA WA _. 8 1/2- 6 1/2' ..... NIA.- NIA 7• 7' WA WA__. 6 1/1' 6 12' WA WA WA WA WA 7 (BOTTOM) UP TO 12.-6. 6• WA NIA 12' • T2• • 72' • !2. • f 12• • r • 12• • 6• • 9 (NP) N/A WA f1" • 12' • 1' • 12' • 12' • 6" • 9 (BOTIM) WA . WA 12•• 12-• 12'• 12•• 1r• a•• 12'• 6'• 9(TOP)• 12• 4 1/1' 12- ..12'. 1Y•.. )2' 12' B 1/2'. P. WA 9 1/2' WA to' NIA 9 1/2' WA NIA WA 10 (>w) 6' WA. 6 WA 6" WA 6' NIA WA NIA f0 (BOTiW) H' 4 1/2' WA WA WA WA 9• _ 4 1/2' g• 4 1/2' ?IA (TOP) B' 4 1/2" WA _ WA WA WA .9• 4 1/2• . g'.. I I%2� 11 (BOTTOM) B' WA 6 ' WA 6' WA 6" WA N/A WA 1J (TOP) 6' WA._ 6 ' WA 6' NIA 6' WA WA WA TJ (@DRUM) • USE 6' OC' FOR PANEL LE7IGHTS LARGER 7TO1N 10'-O• AND USE WAS SNOWN ON Sti'HM E FOR PANELS 1£NGDIS EOLL4L OR SNORTER TNAN 10'-0' .. ... _. _ L.... •MAttNUM ANLYKM SPACINGS ARE VALID FOR J' le/2 EDGE ORTANC£ PAR EO LESS TM J I/1; • REDUCE ANCHOR SPACING BY MULRPLI)NG SPACING•SHOWN ON SCHMME BY THE TM FACTORS. NOIC MOPE0. FOR SEANCNOS THIS RON SBL[RR6& SPACING OBTAIMD USING FACTOR SHILL. NOT BE LESS "M MINDIUM SPACING INDICAIM TAR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTM4L. E. OL •. FACTOR TAPCON (REGULAR) SC.' TAPCON, PAURM47E OR PANIIMATE WAS SOLID SET .. .. .88 .75 2 112- .71 3D ._..Y - .50..- 1 112- PRESSM ASa � . 4al]l9a wtirpts S'.1fAY /aP G a - J T/1'i • ApflABA ro _ _.. 135wm s I t Wmtuv PAWL a4 J .REP"uP:vra.. _. 5"sLT tatNrrox Pw5M4tts rMnWtSM/r raW .wY 96ManMInrl MT.c1N i• OL! m OmIOrlR m MAswwr M c c v M ro 076CRLTL to MasauY to atNa¢tE to LLISC•RY. m LIYu'tCm ro lasawr or t1WV a 1/2• WA 9" NIA 8' WA S. N/A g' WA I (TOP) 9• r _. e� 9" 8' 9' 9• 7• 9• 7" 1 (BOYroM) 9' N/A 9' WA 9• N/A 9' NIA 2 (MP) 9• 4• 9' 9' 9' 9' 9• 71- 9• B• 2 (001—) . H' WA D• N/A .D• NIA 8• NIA B• WA .. JA (MP) P. 4' 9' .. 8' H• 9" B" 7" 9' 9" J (BOTTOM) 9• 7' 9' B' 9' 9' 9' r 9' r 4 (TOP) e" ]' 9' g• g. g. 9•_.. 719• 7. . 4 (8017060 6" WA 9• NIA B' NIA 9" WA 9' WA 54 (top) 3' WA 6' .. '.. WA .. r NIA 7" WA WA WA 5 (BOTTOM) r NIA B• .. ._ .. _ WA 70' N/A B' WA N/A- N/A , Q (70P) ♦PAW -9ao 5 WA 6' WA 7" N/A r NIA IJIA NIA 6 (BON)N) 7'-0• w to __ __.... .. OR .faia -I=.. 5' WA 6" N/A r WA r' WA WA WA 7 (IMP) LESS S. WA. _ 6" NIA ... 7" NIA r NIA... WA. NIA 7 (807i0M) NIA WA 6. 6- 12'' 6- "'-11. B•_. ...6 (TOP) N/A WA 72' 6' 12" 6" 12" 6' 12' 6' a (BOTTOM) WA WA 12" H' 12' 6" 12" 6' 12• a• 9 (TOP) 9• r 8' e' 9' D' e' 7'9' 7' 9 (BOTTOM) r WA e' NIA /0' WA e' WA WA WA to (TOP) ,.. +'" WA 6' _ .._WA.. 6' NIA 6' WA N/A WA f0 (BOTTOM) 6' 4' N/A NIA WA N/A 7- r r 7' 11A (TOP) S" 4' WA WA' WA NIA 7• 7• 7' 7" It (ROACH) .6' WA. 6' WA 6" NIA 6" N/A N/A .N/A 1J (i0P).... 5 WA .. B" NIA Q• .:, N/A 6" NIA N/A WA 13 (80TTa1l . ANCHOR TYPE ANCHOR I SPACMC �. .. TAPCON (REGULAR OR SG) PANELAMIE OR PAAM M7E TVAS 7 J• .. _. _ E. D. - EDGE DISTANCE SOLD SET J• FLORIDA BUILDING ANCHOR TYPE ANCHOR I SPACMC �. .. TAPCON (REGULAR OR SG) PANELAMIE OR PAAM M7E TVAS 7 J• .. _. _ E. D. - EDGE DISTANCE SOLD SET J• FLORIDA BUILDING 1/4' . TAPCONS W/1 1/2' MIN. ww" To FADED cD WA77ON 'LI W/1 1/2' MIN, I� HFA_005 (SEE SCHEDULE) �I' ! I) THREADED PENETRATION 111 _ 111 150' HEADER. !£ SCHIDUCE) _9 c I I i Min. i i �/ dMin, 1 I �_�y I 1 cone ' j WOOD HEADER I (WOOD HEADER I ' I OUTRID : 1 I j REWIRED I I I i I I I 1-Min. I I SEPARATION TO GLASS I I I —20 W J/4'7/8TI 80L75 W/ r I I I 1 I V2. WING NUT O 1• Min. j j 12' O. C......_.....�.�...._,\} SEPARATION I I 1 q TO CLASS 1 I I I I 22 I 1 I I 4 I ! I I- I I I 1 f I I' • I J ' I Eq 00. I 1.000' I Il+i Cont. , / i�i• , rE 131 - 9 Cant 12- m .ScRE1 S TAPCONS i/2' Min t t 1/4' 0 TMCONS 7HRFADID PENETRATION _ W/ i I/2' Yul. THREADED . } (SEE SCHEDDOF PIAWK ULE) OF PENE7AA11ON O AWWD7H 0 SCHEDULE) I Copt ,_i —i Min. SEPARADON TO GLLSS I 1 I o' I 1 1 OPTTON li7 ALTERNATIVE 3A Op7TON l2 ALTERNATIVE 3A' I' Men. SEPARATION R 1/4- 0 TAPCONS W/1 1/2- MIN. THREADED PENEIRATION 70 £XISWG WOOD HEADER. (SEE SCHEDULE) I i i 1 y I 1 WODD 1 I R£OUIR£D�ID 1 f Min {SEPATRATION ®`, I 70 GLASS i > I I I k � I ,� '(OPEN PoS!lJON +) 1/4' TAPCONS II W. / 1 1/2' Mtn. THREADED PENEM4RON O M/DiWDTH OF PLATE. (SEE SCHEDULE) SECT/0N 0, ANCHOR :12' WING NUT O PLATE (SEE SCHEDULE) r— , _t s£cnnN ®aNc1InR i TO c1Ass I 1/4' 0-20 Y 3/4' I I G2 , P >E " L'OM. ALTERNA_ 'TIVE 2 ss Boers w/ vB Y r „ �E ro SCALE : i/2 m. 1' ...M� 11? D CNC NUT O (OPEN PoSITION +) SE➢ARARON i N / 1----I • l I - �- �1,,%% 11N1/Wiq 7D class i ; :'? • _ 5OO. i i , ``���.��,�ER A.•Tl�!/T''i,. At�—T — 5 Cony. , i sFcnoN ®sTL1p �P' \\CENgF . �p •% - 7/8' Y .1,T- tl I' _ ..WLNG NUT O ALTERNATIVE 4 No. 44167.i!. =EVERY 5 cO l2'0.0 I II i s '. SCALE : 1/2' e / TfT —�— F0 , I' SECTIONS : 1� W 4. 0 WCONs i�il fE OF '¢ r y 1.12 N07F FOR COMB/NA7)ONof SEC / 7 1/2- Min. TRRFADEO + yQ�: SNAP ,CAP 1 T 1% 'r<ORIDP ��: —ja WALL MOUNTING SECTIONS CAN PENE1RA110N O MlDW7D7H BE - � � REMALN CLOSED AT NON\C\ OF PLATE (SEE SCHEDULE) HURRICANE CONDMONS. °I COMBINm /N ANY WAY TO SUIT ANY INSTALLATION. hAr)11 ONALE Npd 9 Con1 ALTERNATIVE 3 /HHuliu�li� FLORIDA BUILDING CODE Non High VelocityHurricane Zone ! SCALE. 1/1' _ i• A xo7Fs 02020 TILTECO, INC. 0.050' BERTHA ALUMINUM STORM PANEL M.P SECnON ®STUD I. fNSTAllAnONS ARE ONLY VALID FOR MAX. ASD. DESIGN PRESSURE RAT/ . � - - � ' - (2.00' DEEP) DRAWN BY. PANEL LENGTHS AS PER SCHEDULES ON SHEET 2 �� EASTERN METAL SUPPLY, INC 7/0/2-0 eat C .ALTERNATIVE f I 2. SEE ANCHOR SCHEDULE ON SHEETS 16, & 17. "O IN`'• 426E WEST ROADS DRIVE aTL SCALE ; 1/2' o I' - TIWT TE'S17NG It ENOINEERINO COMPANY WEST PAW REACH, TL SS407 __. 3. FOR NEW W'000 FRAME CONSTRUCTIOK WOOD MEMBERS TO BE SOUTHERN asss R.r. ael. a, Ste. ws, wmRu aarmOM n 331H PHONEI (661)209-8263 2�� �83 PINE No. $_W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. °^^"' . (aoa)eTl-tew • ra.: (Sw>an-17t6 CA-00LLIT J �.,e. �'._ �.w _ ��. �.. OR4WTNC No WN3ER A i1LLR Jr., P.E. • - °'R FLORIN {Ic. 44167 I '. olo A-WT n a ._ _ ,... -,- - --- SHEET 12 DT 17 1/4" PANEL 0 LONG ELCO MATES OR S.G. TAPCONS W/ 2' Min. iI THREADED // —TO ,/ HEADER. PENETRATION EXISTING WOOD (SEE SCHEDULE) I I II I I I I 71810 x 3/32" ARjl� I I I I I I I I WING NUTS 9 12" O.C. I I I I N j WOOD HEADER REQUIRED I W I I I I I I I 1 I I 1 I I I I I �:J D � j --SEPARATION TO GLASS I I I I I I I W I I I `• 7/8" 0 x 3132_ I j I WING NUT I I I i I EVERY STUD 2 I I I I I I I I I 1 I i I I I 1 i I I .� I I p 4 1 I I I I o x I I Ng° I I WOOD TRUSSES OR RAFTER ® 24" 0. C. REQUIRED ---• I 1/4 0 x 3/4' I W/BUILDEX TEK SCREWS ® 6" D.C. 1 " Min. SEPARATION TO GLASS ALTERNATIVE 10A SCALE: 1/2" (LIMITED TO +60.0, —66.0 p.s.f. DESIGN LOAD AND UP TO 9'-0" Max. PANEL LENGTH) I I I I I 7/60 x 3/32" 1 I WING Nur ® EVERY STUD G 12" O. C. I I I I Cont. I 1 ` x 4' x 1/6" (6063—T6) Alum. TUBE W/ (3)5116"0x4" LAG SCREWS TO EACH ✓O1ST. LOCATE SCREW AT MIDWIDTH OF EXISTING WOOD MEMBER (2" Min. NOMINAL WIDTH) W/ 2' Min. THREADED PENETRATION. 2 y pj x h 2` x 6" WOOD DECK 1 .0 1,00 MIND., A 2' x 4" PLATECont. .... ../ REgUJRED I I r u^ I r 1/4" 0 TAPCONS W 1 1 2" Min. THREADED PENETRATION 0 MIDWIDTH OF PLATE.— (SEE SCHEDULE). 1/4" 0 TAPCONS ALTERNATIVE 9 W/ 1 1/2" Min. ALTERNATIVE 1 O THREADED PENETRATION SCALE: 1/2" = I" (SEE SCHEDULE) SCALE : 1/2" f " INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 2 4 b NOTES I. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING & PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 2. SEE ANCHOR SCHEDULE ON SHEET 16 & I 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NOTE FOR COMBINATION OF SECTIONS WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. �Q? • \CsEN$F'..... No 44167 E STATE OF 0,�. COR1� • �� ,: 02020 TILTE00. INO. LE�CON TILUT Jr., P.E. Li.. 44157 A ALUMIMUM DIUKM MINIM FAP (2.00" DEEP) I.Gk4w W., „ KTAL SUPPLY, INC 71912020 i6 WEST ROADS DRIVE PAW BEACH. FL 33407 ZONE: (S01)20B-B26FAX. 20-183 1-17,63 DRAHWNG No A� SHEEF 14 OF 17 THREADED CaSTNG .E SCHEDULE) 1' Ufn. Um. SEPAR1nON TO GLASS i i A i OPITON itt ALTERNATIVE 5A \ 1/4' 0 TAPCONS y W/1 1/2' MIN. `{ J-771REIDED PENETRATON -� TO Et75RNG WOOD i / HEADER. (SUE SCHEDULE) • L:onL i I 1 I I AOER ' 1 i OP)70N i2 ALTERNATIVE 5A W/ 1 1/2' MIN. THREADED PENEWTION (SEE SCHEDULE) ALTERNATIVE 5 SCALE : 1/2 I' ALTERNATIVE 6A SCALE. IyV - 1' (LIMITED TO +60.0, -66.0 p.s.f. DESIGN LOAD AND UP TO 9'-O" Max. PANEL LENGTH) I j I 1 1- Min. '. i 4 rSEPAR4770N. I 1 TO GLASS j7/6' x 3/32' I 1 1 WING NUT O EVERY STUD 12. O. C. I Cant 1 2 X 6 ROOD DECK 1 j REOID A. `._ 1/, 0 TAPLONS W/ 1 1/2' MIN. THRO4DED PENEMITON (SEE SCHEDULE) ALTERNATIVE 6 SCALE : 1/2' = I' 024-a 1', 4' r 1/8' Min. (6W3-16) I At— 7UIF W/ 1 _ ( S/ r� //0 0 x7J/4- LAOACH JO757. I OW/BUII IIXCRALT HfO�C O 6' OI FO EVSTING WOOD 8 c-f. 1 MEMSER (2' AFu1. I I I w7DTl) WN/ 27 THREADED j J/s• S. eo17s NG PENE7RAnON. i 1 I ,4LTERNAT/VE 7A y SCALE : 1/2' - 7' (LIMITED TO +60.0, -66.0 p.s.f. DESIGN LOAD �j AND UP TO 9'-0" Max,PANEL LENGTH) t I I TI I I1" AFin, i TO cuss I H j 4SOL---S /4' 0-20 x -. �.. W76SXOJ/J2 "I // iWNGNUT 2 X 6 WOOD 1 12' OC I DECK REOb. 0. .... { Z 11410 TAPCONS W/ 1 1/2' LAW. THREADED PENETR.417ON (SEE SCHEDULE) ALTERNATIVE 7 SGILE : 1/2' - - r ALTERNATIVE 17 SCALE : 1/2' a I' 1. INSTALLA77ONS ARE ONLY VALID FOR MAX. ASD. DESIGN PRESSURE RA77NG FN3W FOR CO1161.77ON OF SEC77ONS AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCFPT AS NOTED) 2. SEE ANCHOR SCHEDULE ON SHEET 16 & T7. WALL/FLOOR/CE7(.ING MOUNHNG SECTONS CAN B£ J. FOR NEW WOOD FRAM£ CO UCTON: 11fr2+,I1hO,�E SOUTHERN COM&NED 1N ANY WAY TO SUIT ANY 7NSTALLADCN. PINE No. 2, W/ SPEClf7C DENSITY OF 0.. J[ Fi�� - FLORIDA BUILDING CODI _v 02020 TRTECO, INa O.OSO- BERTHA ALUMINUM STORM PANEL' M.P ' No. 44167 �,� (2.00' DEEP) DRAWN Bl EASTERN METAL SUPPLY, INC /DATE * * _ .J L E C O �� ATE of )•. • Q S 1 N O TIWT TEStTING `k ENGINEERING COMPANY u( 42 E WEST ROADS DRIVE WEST PAW BEACH, FI. 33407 " - 1670. 0A?1-1�Sil66 �IJ( (S61)81i-,iie 20-183 ' WALTER A. TITILLITJr• P.E FLDRIGA DRARLMW Ab .r. 0®. 0. o . a.r wuaml un Ota.G-ws />' - 1 SHEET 13 OF 17 ll/l/l 1\/IIIp1 U.. Mi W A/n. 2• EXISIWG PENETRATION MOr. r� 'BRICK VE£Nfft r 1/4 0A• HORS male -0 NAS ANCHORS OR i/40 1 7/8' . ' __ . _. ... EXlSnNC mi. PEN£lRAl10N r2Mar.� BRICK V£ENER 1/40x8' ELCO m010 PANELMA7E / TAPTAPTECONS (SEE SCHEDULE). / +. --• -- __ NAS ANCHORS OR 1/40 TAPCONS F ( (SEE SCHEDULE). I 250" / --- - ® cant. Max. 1.500" _.. 1250 ". WORD HEADER WOOD , REOU/REDREQUIREDgalF psw'-'. HEADER ' L5 LINTEL W�y i r AS APPLICABLEiS-STEEL - ,., EXISTING ' ANGLE UNTEL 1' Ara AS APPLICABLE '-SfPARARON F'1,!;/ o Min. _.__. _. • F I 70 GLASS ' i I 1 - to O 11 GLASS ornon ,tr ALTERNATIVE 11A oanom ALTERNATIVE 1.1A I I " I o • i NOTES: ' �-Q I I. INSTALLATIONS ARE ONLY VALID FOR MAX A.S.D. DESIGN PRESSURE RA77NG AND PANEL'S LENGTHS '• EXISnNG R.i ' AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) - BRICK SILL $ 2. S££ ANCHOR SCHEDULE ON SHEET 16 & 17. WOOD i PLATE 'r �`''^ d: FOR NEW WOOD FRAME CONSTRUCY70N: WOOD MEMBERS TO BE SOUTHERN I i I PIN£ No, 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. EXLSDNC ' . rFTASNWC A9 ' w f APPLIC-BLE I_ krh .. ... - PENEIRA770M j ;I ' N07E FOR COMBINATION OF SEC7701VS WALL/fL00R/CEIUNC _-_ _-_-___--_ __ __ I a:---- - I MOUNTING S£CnONS CAN BE COMBINED IN ANY WAY TO SUIT ANY WSTALLAPON. 2-____- 11 • ..._ ,I 3.500. i ..... _ .. .. _. EXJSDNG-""- 2' x 4' STUDS 0 16' O.C. Mox. REO'D ... EXlSDMin. 1/2' PLYWOOD IXISDNC `A fT/(q/x'4i C//. 4� .NC _ 11410 x 8• ELCO mote PANELUXI REOD•(1YP) W/ FASTENING BRICK SILL/40-20 x 5/4' TO STUDS AS PER `�� �'(F. ,....,,. NAS ANCHORS OR 1/4 0 TAPCON LSS BOLTS W/ 718'r (SEE SCHEDULE).70 EXISBNG PLYWOOD. SEMON 2304 OF THE 1/12' WIND NUT _ FLOR2U BUILDING CODE o rz• D. c.� No.44167': __ ALTERNATIVE 11, /�c�;.. "TATEOF :� 7 °'+�,�F ''. oRi... BUILD —OUT INSTALLATION ''sS/ONAL1���.•• scALE: 1/2'_ 1• * VALID .FOR MAX. A.SD DESIGN PRESSURE RATING +50.0, —60.0 p.s.f. FOR UP TO FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 78" PANELS LENGTHS AND FOR +50.0, —50.0 p.s.f., FOR PANEL LENGTHS GREATER 02020 TILTECO. iNc. 0.050" BERTHA ALUMINUM STORM PANEL u.P THAN 78" UP TO 108" (2.00', DEEP). DRAIN Br: �. '..,INC. EASTERN METAL SUPPLY, INC 71.912020 INSTALLATIONDETAILS ON EXISTING • WOOD BUILDINGS 4268 WEST ROADS DRIVE AIM nutT TESTING h ENDINEERING COMPANY WEST BEACH, n 33407 ANY 33 33T3 Na. 3tW:. 5i, 9t.. 33'y Vwpu¢R comps. n. ONE. PHONE. (WI)209-8253 (303)871-1331 FAX: (561)041-1716 Z0��8� _ CA-0006718 DRIN7NC & WPLTER A T311T P.E. a`'. "� gym. a1F: ar. r ualsm mx 4, FLDRIDA LYe. 44187 1 aDn-Wf e/xa t SHEET I4A OF 17 Il., I I J • �4/A I' ' I I! ,.:_,Ili. r I j L► I .1__ I ' ► _ .:.___.� Y I.i LAM_ • ,' I • I pia=.s I / A Lmk P C,H - "MuRE RATM (P: fa WOW FASIVARS APHY,ASW TO AL1EIgtMfirS I e " AN( CNf9lN41aY7 aF THEM �M40111L/ RVILL LD4YN 1' w ..._(t�GUfAF TAPCDNS SG1A1C0.V ➢N01MR3 ae RWQMa1F 11RT 12' N/A N/A 1 (10P) i2' NIA N/A 1 (80=0 12' .. NIA ... .... .. MIA _. 2 (TOP) 9' I4/A NIA ... ...... '2 (BOTTOM) 9' N/A..._. _. N/A- SI (TOP) 9'. N/A .... ... N/A J (BOTTOM) 12' . N/A NIA ..N/A _ 4.. (?up) _.,. . J2' N/A 4 (BOTTOM) _ 9'...__.N/A._ N/A.. ....,_..5A (TOP) 9' N/A N/A 5 (BOTTOM) 9' N/A N/A 6 (BOTTOM) +40.0, -40.0 B 1/2- N/A N/A 7 (BOTTOM) 6'�' LESS NIA 12, 12', :.a (70P) LESS NIA 12, 12'.. .6 (BOTTOM) " NIA 12' 12' 9 (TOP) 12' NIA .. NIA 9 (BOTTOM) 6' NIA N/A 10 (BOTTOM) 9' NIA 9- 1to (TOP) ' 4' _ ..N/A 4" if. (BOTTOM) ... 6' ....NIA NIA 1J (TOP) 6' NIA NIA 13 (BOTTOM) 4' 4' 4' 14 (BOTTOM) ..- MANNM aim Apftw RARNG (Paf) HOOD FASnMOM _. APPt C4MC 1O AlFlLWTNES i e [ ANY LOY(@I.lTC V or THEY Mail AWa Lmwm 7' (R.) F[p/(Aq�. RAPCCWS - SGTARi]V ➢Ail•WIlES aR PMRilc11F. TYAS NIA N/A 1 (TOP) N/A .. NIA I (BOTTOM) 12' NIA NIA 2 (TOP) g• NIA N/A 2.(BOTTOM) -91 NIA NIA JA (FOP) ....._ 9' NIA N/A J (BOTTOM) 12•... NIA N/A.. 4 (TOP) 1?' N/A NIA 4 (BOTTOM) 9' NIA ..... NIA 5A (TOP) 5 1/2' IVIA N/A 5 (BOTTOM) +40.0, -40.0 OR LESS ' 5..1I2. . N/A N/A a (BOTTOM).. UP TO 1J'-0' 5 ' N/A N/A 7 (BOTTOM) NIA 12' 12" B (YOP) • NIA 12 • 12' • B (BOTTOM) N/A _,. ,.... 12' • .. ..... 12' • ... . 9 (TOP). 12' NIA N/A 9 (BOTTOM) 5 1/2' NIA NIA 10 (BOTTOM) 9' N/A 9' 11A (TOP) ' 4'.. N/.1 4' •• 11 (BOTTOM) 6' NIA NIA 1J (TOP) 5 1/2' NIA NIA 1J (BOTTOM) 4"" 4-" 4' ,• 14 (BOTTOM)•• • USE 6' OC SPACING FOR PANEL LENGTHS LARGER THAN 10' - 0' AND USE 12OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER THAN 10' - 0' •• VAUD ONLY FOR UP TO 108'.PANELS LENGTHS. T1411 fA�A�i �Q:•''��G ENSF • No.44167 TATE OF �fAi.`sSION AL E���`� A-10, GV PRESLARE R41Rl0 (P.cf.) .. M900 FASTDkRS __ .. A PLAARLL TO 'ALY7==/ a AMr F lia Alpo .... OF 71VEi1 MAMAN PMEL LDn;u 2' (m) REG" TAPCOMS . .. . S.GTMGCIV - PMdIW16 aq ➢M'QAg1E Mai 12" N/A N/A T (top) 12' -N/A N/A- T (BOTTOM) . .f2•.. NIA _.. NIA 2 (TOP) - gq NIA N/A 2 (BOTTOM) 9• .. N/A NIA JA (TOP) ._ 9• 12 ... _ N/A - NIA 4 (TOP) . 12' N/A N/A 4 (801"MM) 9' NIA ...... N/A... 5A (TOP) B' -.'.. N/A NIA 5 (BOTTOM) B N/A .... .. N/A 6 (BOTTOM).... +400, -40.0 UP TO 5 1/2' NIA NIA 7 (BOTTOM) 8•_0• +60.0. -60.0 NIA 12' 12' a (TOP) OR LESS N/A 12' 12' 6 (BOTTOM) NIA T2' 12' ...........:9 .(top) ( __.. 12, NIA.. NIA _. 9 (BOTTOM) .. 6._ MIA NIA 10 (BOTTOM) 9' N/A 9' .. _ 11A (TOP) . 4'. NIA 4.. • . 11 (BOTTOM) 6' NIA NIA 13 (TOP) ..NIA . N/A 13 (BOTTOM). 4- 1. 4' • 4' • 14 (BOTTOM) • _ s VAUD ONLY FOR UP TO +50.0. -60.0 ps f. MAX.. AS.D. DESIGN PRESSURE RATING WITH 78' Max. PANEL LENGTHS OR FOR UP TO +50.0, -50.0 ,. f. MAX. AS D. DESIGN PRESSURE RATING W17H 96' Max. PANEL LENGTHS. CODE f/4- 0 TAPCONS W/ 1 1/2' MW. THREADED CI •: PENETiTATRTN TD BOSONG j . WOOD H64VER. -20 S. S. M4CHWE (SEE sCHmmo i-LL BOLT W/ NUT & WASHER ' I ' 1 m /2'0.C. I WING NVT 1- 6 Q - 16 LbnL � EYi'RY SR/D ai _ O!2'O.0 p 37 I I WD1. OD HEADER ! I I I N j REQUIRED i I I I I •i I N ' 1' Mln. SEPARATION � TO GLASS' I i I I I I 1 I % 1 I I I I 1 ! I 1 i I a I i I Ci I I WING Nl/f ® ,1 I 12' R f� 2 X 6 WOOD I /r DECK REO'0. i j' //L -11.000-r 1/4% TAPOONS W/ 1 1/2' MIM TURMEU PENETRATION (Sfr SCH£DULFJ ALTERNATIVE 13 ......SCALE : 1/2' - 1..' NOTES: 1. lNSTALLA77ONS ARE ONLY VALID FOR MAX. A&D. DESIGN PRESSURE RATING AND PANELS LENGTHS AS PER SCHEDULES ON SHEET 2 2. SEE ANCHOR SCHEDULE ON SHEET 16 & IZ J. FOR NEW WOOD FRAME CON57RUC7ION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. N_07E FOR COMBINATION OF SEC77ONS WALL MOUNRNG SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 21x4' WOOD 1' PLATE R£0'D. .I r 11410 TAPCONS 1/4 0_ S.G. TAPCONS'CR 1/40 PANEL MATES W/ FULL THREADED PEIVEM770M TO PLYWOOD. (SEE SCHEDULE) Min. SE7'ARATTON TO CLASS I I 1 I I 1 1 4' /-20 S B I. W/ 7/Bk WING NUT EXIS77NO M/n. 1/2' PLYWOOD R£O'D (IYP� W/ FASTENING TO STUDS AS PER SECTION 2304 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" UP TO 108" °•���R A 1 T/41j1z��.,,��� �.• v)DENSF �;p 'may FLORIDA BUILDING CODE (No N0. 44167 02020 rILTECO, INa 0.050' BERTHA ALUf _ (2.00- � rA E OF AIL ''E1 C p >a EASTERN4zMETAL '�LORIDP .•'�� r`-T F TILLLT TESTING & ENOINEERING COMPANY WEST PA68 W BE1 """(f`�+•••....... ' `G�; aus H.w. Jex. sl.. SI.. �. vuamaA Gumtt.5. n. sTlee PHONE, i551 Aih, ;s/ONAI �\ .AAA: `"«, I tJ05W71c1,'-andcile (wslr„-15a1 FAX: (581, MAXWX A S D DESIGN ERNSWRE RAT A G (R s1) AO GORRESPONDL A[AXIMITM ANCHOR SPACING SCHEDULE FOR INSTALLA77ONS L WOOD FRAME RrmnrnrrS DESW • USE 6' OC SPACING FOR PANEL LENGTHS LARGER THAN 10' - O' AND USE 12' OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS £DUAL OR SNORTER THAN 70' - 0' ra VALID ONLY FOR UP 70,+50.0, -5ao p:e.r.. MAX. A.S.D. DESIGN PRESSURE - RATING WITH 108" Al— PANEL LENGTHS - ��' ENgF . ✓ P �% FLORIDA . BUILDING CODE . Non. Hl h Ymlocl Hurricane zone) 02020 TILTE00, IND 0.050- BERTHA ALUMINUM STORM PANEL N.v No. 44167 2.00r DEEP) DRAWN a> _ i L 'E C 0- EASTERN METAL SUPPLY, INC /V1 -� STATE OF :�cc TILLIT TESTING 1& ENGINEERING COMPANY - 426B WEST ROADS ORNE WEST PALM OEACH• FL JS407 1+ % / F<0RID ' \`� �� •"•••••••''•`• '�\ �% +• ]aN. S1. w ]oe vgmN awE £ Fl. Sslse Pbpa, (4fs l-16]0, f., C%0171-1511 PHONE• (580209-826D FAX-. (561)B41-171E ZQ—i83 / �� CA-0006719 WFLORIDATE.LLLrf tt w ORAH7N0 ND y COIN J, 7 E. � r ; ,lot SHEET 77 Or 17 a£QOD,r°cR PRIISUA£ RAA71G (D�af:) Mvon rxsrziL� Aer£RnHm1s / s AN/ CGYfRN11iM1 Q•THEN NevrsD/ PAAYL ILNCEN 2' (H) . RELT&AR TAPL'N15 SG7APpA1 PMQ.YAi6 - AVi0N11F IWf 1 (NOTION) g• N/A N/A 2 (801TC7N) . . __!'....... .NIA.. N/A 4 P) . N/A N/A 9 (1JOT10M) J 7/2' N/A. N/A 5 (BOTTOU) 3 1/2' -. N/A N/A 6 (BO77QV) ,. +6Q0, -80.0 UP 70 +BO.0, -SQO 3 l/?' N/A . N/A 7 (BOTTOM) 9=0` OR LESS N/A [T (lOA) - ' N/A 11' 6' 8 (BOTTOM) t 7'. �t/2' N/A N/A 9 (80TTOM) ..: . 3 . N/A ' N/A 10 (80TIDM) 9' N/A 9' / iA (TOP) N/A N/A N/A 1I (80170N) .. 6' N/A.., N/A 13 (TOP) J-N/A N/A '7J (BOTTOM) 71/A' . N/A 14 (Ii0Ti0M) _ uwuuy AS0. DESIGN . �� (fRa/J wloo vAnc+vcrrs,;_ a•P7traet£ ro .. AL7FRNAJM1E3 tr AR7 GViB1N111� OF iNL7V NIA7IIUdf PANEL 1pyG7N 2' (HJ 7NK'ONS SG7AFLtiW �� PM'fLWiE 7W\S • 1?' N/A N/A 1 �pJ _._. _. .. 1 (BOTTOM)__.. NIA .. N/A 2 (BOTTOM] N/A N/A 3A (roP) 12' N/A N/A J (BOTTOM) N/A- .. N/A 4 (EOiTGM) ../.!/A N/A BL (TOP) +90.0, -SQO 4' N/A N/A 6 (BOTTOM) 3 1/?' N/A .N/A 7 (BOTTOM) +60.0 -60.0 N/A t2" • 6' • 8 (fOP) • 12=6" NIA 12' • 6' • 8 {BOTTOM) ' - N/A._. 12' 6" 9 (TOP) 12' N/A� N/A 8 (BOTTOM) , 4' NIA N/A 10 (BOTTOM) 11'. - N/A f0 f/2` � TIA (TOP) 4' •• N/A a' rr i 1 {HO7TOM) •� 11' N/A N/A 13 (TOP) 1' .A%A N/A 13 (BOTTOM) _ ASA - PRESSLWE IUTKG (R•FJ WOOD FASIEMRS MPUGIX£ ro AN/ C�OMBII�M' 1 N� OF MLY .. [fN� 2 �� ! REGINA4 7,yepN3 £G.7A400.Y �� ,6 PAMFllg16 1Y\s g N/A N/A T (80TT011J g• N/A - N/A 2 (BOTTOM) N/A N/A 3 (BOIIDM) 9' N/A N/A 4 �pj 9• N/A N/A ./ (807TOMJ 55 (R)PI 3" N/A N/A 5,(BOITOAf) +90.0, -90.0 UP TO +f00.0 -130.D J' � N/A N/A 6 (BOTTOM) T _0• OR LESS J' N/A N/A' 7 (807TOM) N/A 12' B' 8 N/A . 12. H" B �P) 9" N/A N/A 9 (BOTTOM) ' J" N/A N/A 70 (BO77QU) 5' N/A 6' 1lA (7CP) NIA N/A N/A -N/A 11 (80170M) 6' N/A iJ (fOP) J" N/A N/A iJ (BOTTOM) N/A N/A N/A T4 (BOTTOM)