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HomeMy WebLinkAboutProduct Approval /T1 L ECO iNc_ TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.fi.License No.44167 FL E.B.License No.0006719 CERTIFICATION OF INDEPENDENCE (Rule # 61 G20-3) Evaluation Report#: 17-0725.03 Date: July 25, 2017 Product Category: Hurricane Shutters Product Subcategory: Storm Panels Product Name: 24 Gage Bertha Galvanized Steel Storm Panel (2" Deep) Submitted By: Eastern Metal Supply, Inc. Dear Sir(Madam): This is to certify that this Florida Professional Engineer, performing this evaluation does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. This is also to certify that this Florida Professional Engineer performing this evaluation does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Certificate of Independence prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167)i� 'siidnf Tilteco, Inc. (Florida EB-0006719). d o��. ��l!�i��• ��P�ct 1, 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: (305) 871-1530 - Fax: (305) 871-1531 j I Ll ECO ..C. TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@,aol.com PL P.E.Liccnsc No.44167 PL E.B.License No.0006719 PRODUCT EVALUATION REPORT REPORT NO.: 17-0725.03 DATE: July 25, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Storm Panel PRODUCT NAME: 24 Gage Bertha Galvanized Steel Storm Panel SUBMITTED BY: Eastern Metal Supply Inc. 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Eastern Metal Supply Inc., Rule Chapter No. 61G20-3, Method ID of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 Sixth Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 17-089 (Revises Drawing # 15-041), titled "24 Gage Bertha Galvanized Steel Storm panel (2" Deep)", sheets 1 thru 10 of JO-n1prapi4red by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P,09PO'4`6Q.0 This drawing is an integral part of this Evaluation Report. JVO6 •'�,' "��"� a ! j q 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: (305) 8 'to_1i871-1531 2 PRODUCT EVALUATION REPORT NO. 17-0725.03 2.2. TEST REPORTS: Large missile impact and cyclic load test were performed under ASTM E-1886, E-1996 standard as per section 1609.1.2 of the Florida building Code. Uniform Static Load Tests as per Section 1709.5.2, ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report No. 0304.01-08, dated May 12, 2008, and signed and sealed by William R. Mehner, P.E. and Henry Hattem P.E., Report No 1220.01-5, dated July 16, 2007, signed and sealed by William R. Mehner, P.E., and Henry Hattem, P.E., Report No 0926.01-03, dated January 15, 2004, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. Tensile test reports # 8CM-256, by QC Metallurgical Inc. Laboratory, dated March 21, 2008 signed and sealed by Frank E. Grate, Jr. P.E., as per ASTM E 8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: This revision includes new calculations to verify the moment of inertia of storm panel where its end lips include now hemmed edges. Comparison is made in relation to panel with non-hemmed edges. On 24 Gage Bertha Galvanized Steel Storm Panel (2" Deep) for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with sections 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated May 12, 2008, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Based on new calculations explained on item 2.3 above, we have concluded that storm panels with hemmed edges comply also with large missile impact under section 1609.1.2 of the Florida Building Code, as per ASTM E-1886, E-1996 Standard. Large missile impact under section 1609.1.2 of the Florida Building Code, as per ASTM E-1886, E-1996 Standards, with missile level "D" (basic protection). 4. WIND LOADS RESISTANCE: 24 Gage Bertha Galvanized Steel Storm Panel (2" Deep) has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet 2 of 10 of Product Evaluation Document (P.E.D.), Drawing # 17-089. Maximum Anchor Spacing shall be as indicated on sheets 6, 7 and 10 of,j-Q,®ofProduct Evaluation Document (P.E.D.), Drawing No. 17-089. ,06 �,Gome�ip(ibbertha Galvanized Steel Storm Panel (2" Deep) has been verifie ,a°° h ode•cor.►` rce to work as anon-porous storm shutter assembly, as per®�S°S71/J f=t196t� axd 441 61 e 3 PRODUCT EVALUATION REPORT NO. 17-0725.03 5. INSTALLATION: Installation shall be performed strictly in accordance with the details indicated on sheets 4 thru 6 and 8 and 9 of 10 of Product Evaluation Document (P.E.D.), drawing No. 17-089. Minimum separation to glass shall be as indicated on sheets 4 thru 6, 8 and 9 of 10 of Product Evaluation Document (P.E.D.), drawing 17-089. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 2 and 3 of 10, of Product Evaluation Document (P.E.D.), drawing No. 17-089. Anchor specifications shall be as indicated on sheets 1, 5, 6, 8 and 9 of 10 of Product Evaluation Document (P.E.D.), drawing No. 17-089. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1 and 7 thru 12, indicated on sheet 1 of 10, of Product Evaluation Document (P.E.D.), drawing No. 17-089 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida E13-0006719). �Ddav93Aeoa,��y AOoo ���•a��u�f�aS.� �'1"s u •n iJ r�i �. a, r��.l�����'' •aa,��'r.ate,. GENERAL NOTES: 1. 24 GAGE BERTHA GALVANIZED STEEL STORM PANEL (2'DEEP) SHOWN 014 THIS PRODUCT EVALUATION DOCUMENT(P.E.D) (C) TO EXlS77NG WOOD FRAME BUILDINGS, WITH SPECIFIC GRAVITY G=0.55 HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(61h EDITION) OF THE FLORIDA BUILDING CODE. THIS - 1/4"o TAPCON ANCHORS AS LUNUFACTUR£D BY CLW. BUILOEX. 24 GAGE BERTHA GALVANIZED STEEL STORM PANEL (2'DEEP) SHALL=BE INSTALLED AT HIGH VELOCITY HURRICANE - 7/4"0 S.G. TAPCONS AS IAANUFACTURED BY LTW. BU/LDEX. ZONES (1.114M1-DADE/BROVJARD COUNTIES). - 1/4'0$MAMAS SCREVi ANCHORS(SSC)AS MANUFACTURED BY ITV BUILDEX. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, NOTES. FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION NHERE THESE SHUTTERS V07LL BE INSTALLED AND C.1)MINII1Ulf THREADED PENETRATION OF TAPCONS, S.G OR SAMMYS SCREW ANCHORS(SSC)INTO WOOD UNIT SHALL BE 1 1/2: FOR A DIRECTIONALITY FACTOR Kd-0.85. USING ASCE 7-70 FOR INSTALLATIONS UNDER 2017[BC AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS Z 6 THRU 10. C2)ANCHORAGE SHALL BE PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 FINISH.ANCHORAGE SHALL BE AS INDICATED ON NOTE C.1)ABOVE. 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, 6 THRU 10. (D)ANCHORS SHALL 8£INSTALLED FOLLOWING ALL ul IHf RECOMMENLIANONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 7.-PANELS IMY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 5(SHEETS 4&5 FOR 24 GAGE BERTHA GALVANIZED STEEL STORM PANEL (2"DEEP)ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN CONCRETE/BLOCK SUBSTRATES)AND ALTERNATIVES I THRU 6(SHEETS 8&9 FOR WOOD SUBSTRATES)IXCEPT THAT HEADERS 2, 2A, J VERIFIED 1N ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE,AS PER AMERICAN TESTING LAB OF &4 SHALL NOT BE USED. SOUTH FLORIDA;REPORT//0304.01-08, AS PER ASTM£ 1886-05, ASTM E 1996-05 AND ASTM E 330-02 STANDARDS: B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE IYHERE PANEL 5 To BE AS WELL AS REPORT# 1220.01-05 AS PER AS9.1 E 1686-02, ASTM. E 1996-02 AMD ASTM E 330-02 STANDARDS AND ATTACHED TO ENSURE PROPER ANCHORAGE. THIS PANEL SHALL OM_Y BE ATTACHED TO POURED CONCRETE,CONCRETE BLOCK OR WOOD AND REPORT 4'0926.01-03 AS PER ASTIR E 1886-97, E 1996-02 AND ASTM£330-02 STANDARDS, QUALIFIED FOR WIND FRAME BUILDINGS. ZONES 1, 2 AND 3, MISSILE 77P£D (BASIC PROTECTION ONLY)AND FOR INSTALLATIONS AT NON ESSENTIAL FACILITIES AS T E 9, THE INSALLATIOV CONTRACTOR IS TO SEAL CAULK ALL PANEL COlIPO1JENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT 07771 THEDEFINED BY SCCTIONS 6.2.1.1 AND 6.2.1.2 OF ASTM E 1996-02 AND ASTM E 1996-05. / BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 2.ALL STEEL SHCL7 METAL PANEL5 SHALL HAVE STRUCTURAL OLAUTY AS774 A-653, GRACE BO WITH MIN Fy= 106.0 ksi, WITH G-90 l0. 24 GAGE BERTHA GALVANIZED STEEL STORM PANEL 2'DEEP SNALC COMPLY WITH SPECIFICATIONS INDICATED 1N THIS ORAIV/NC PLUS GALVANIZED STEEL DES;GNA70N. ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT/S APPLIED TO. J.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. THE THICKNESS 17. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY W5/BLE LOCATION AT PANEL IV ACCORDANCE WRH SECTION COVER CAP AREE PATENT PENOlNG. OF ALL ECIR( SHALL B£AS SNOY/N ON THIS OPAW/NC. STORM PANEL COMPONENTS 10 STUDDED SNA!'TRACK AND 17 FEMALE 11. OF FLORIDA&tfJ DWG CODE. ONE LAB.L SHALL BE PLACED FOR EVERY OPL7JING. LABELING TO COMPLY WRH SEC77ON A 1709 92 OF THE FLORIDA BNLO/NG CODE. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS/SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PEP. DIN 50018 12. (o) THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE B✓FORMA77ON FOR A SITE SPECIFIC PROJECT;7.e. W/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY V//FLORIDA BU2DING CODE S£C770N 2411.3.3.4. WHERE THE SITE CCND/TIONS DEVATE FROM THE P.E.O. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS SR-'EL, WITH 35 As;MINIMU14 YIELD STRENGTH. (o)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PROOUC/, 84SED ON THIS P.ED. PROVIDED H£/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS COCUlf£NT. CONSTRUCTION 6.ANCHORS TO WALL SHALL BE AS FOLLOWS(UNLESS OTHERWISE NOTED): SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY. (A) TO EXIS77NG POURED CONCRETE, f'c -3192 psi. MIN. (c) THIS P.E.D. WIC' BE CONSIDERED INVALID JF ALTERED BY ANY MEANS. - 1/4'o TAPCON ANCHORS AS IAANUFACTURED BY I.T.W. BU/LOEX. d SITE SPECIFIC PROJECTS SI14L BE PREPARED BY A PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT WHICH WILL BECOME I/4'o S.G. TAPCONS A5 MANUFACTURED ET A BY I.T.W. DISTRIBUTED THE ENGINEER OF RECORD EOR F 1/4"0 r J/4'ALL POINTS SOLID-SET ANCHORS AS D/STR/BUIED 8Y ALL POINTS SCREW, 8017&SPECIALTY COAtPAM: (. .) OR THE PROJECT AND 0 T WILL D RESPONSIBLE FOR THE PROPER LA TE THE P.ED. ENGINEER OF RfCOP.D.ACTING AS A DELEGATED ENGINEER TO THE P.ED. ENGINEER. SPALL SUBMIT TO TN15 LATTER THE SITE N07E5: SPECIFIC DRAWNGS FOR REVEW. A 1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS I J/4' (e) THIS P.E.D. SHALL SCAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT A.2J M!N/MUM EMBEDMENT OF 11410 x 3/4'ALL PO/NTS SOLID-SETANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE NOPREPARED IT. EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW(SIDEWALK BOLT OR TRUSS HEAD USED SHALL BE 1 1/2 LONG MINIMUM SHOULD STUCCO EXIST,AND 1-MINIMUM FOR WALLS WITH.NO STUCCO. AJ)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANED OR PAVERS BE FOUND ON THE EXIS71NG WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,AVCHOPAGE SHALL BE AS INDICATED ON NOTES A 1)&A.2)ABOVE. (B) TO EXISTING CONCRETE BLOCK WALL,ASTM C-90 UNITS.- - NITS:- 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY LTW BUILDER. - 1/4'0 S.G. TAPCONS AS MANUFACTURED BY I.T.W.BUILD£X W/I"m = 1500 psi. MIN. - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY W/I'm = 1800 psi.MIN. THIS DRAWING SHALL ONLY BE USED TO NOTES B.1)MINIMUM EMBEDMENT OF TAPCCN INTO CONCRETE BLOCK UNIT SHALL BE 1 I/4' 11t1�11J`llla7ei»sI. OBTAIN PERMITS /N THE STATE OF FLORIDA B.2)A41NIMUM EMBEDMENT OF 1/40 x 3/4"ALL POINTS SOI ID-SF H ANCHORS SHARF 7/A'INTO THE CONCRETE BLOCK NO A11/.`y� i 1 EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. 11ACHiNE SCREW(SIDEWALK BOLT OR TRUSS HEAD)USED \11A���' '•���L+[••�' SHALL BE 1 1/2'LONG MINIMUM S1/OULD STUCCO EXIST,AND I-MINIMUM FOR WALLS WITH NO STUCCO. \\g ,1 Q� tl7C a B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING{VALE,ANCHORS SHALL BE 1 174.441(jlFLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES B. e ; j7 •; n 02017 EXTECQ INC. 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL L.c. AND 8.2)ABOVE: (2"DEEP) DRAWN BY., EASTERN METAL SUPPLY, INC. 07/25/n L DATE. TJ 426e x£sr Raps 02v£ TILUT TESTING&ENGINEERING COMPANY NEST PALM BEACH,R JJ407 P li sss R Jwn b s e m wGxA KyplC rt 9f a PM(361)SJT-6061 FAK'(.'.61)MS-47M 17-089 Mone: EB-0066r719 r6719 a:(4r514Tr-f3lr DRAWING No ' WALTER A 77LUT✓r.P.E 6Io rsaf air/fr ,� ROR,0A Lic. 41167 ViaT 1 GF 10 L r_ /-271— I I 8.475. MAXIMUM A.S.D. DESIGN PRESSURE RATING (,es f 6.000- ) O00 AND CORRESPONDING MAXIMUM PANEL LENGTH "L" 6.000' 6.670• 0 .>i LO D'F F-',.;D•-1 -',.�D•'- -I 1.0 0.1- `,.;TO•� a NOTES; �+P�tp (I)L+:AALY/MUM ALLOWABLE PAVEL LENGTH FOR A GRFN POSTMT AS.O DESIGN LOAD. \ 5 1` L-:MAX.ALLOWBLE PANEL LEN'CIH FO.4 A GNEN NEGME AS.D.DESIGN LOW. GIVEN A NEGATIVE AE.D.DESIGN LOAD,DETERMINE NAKWUM PAII£L LENGIH 2 PROCFf.IIRE TO 051ERD.A0NE uAX/NUM PANEL LEHGJH F0.P WN(u0✓NONGS OR FLOORIC LAN°: GIVEN A POSITIVE'ASDESIGN LGAO,DETERMINE MAXIMUM PANEL LENGTH 2+'FROM SCHEDULE lio4-` FROM SCHEDLAE. I-2.070-4 `` �-2-020'-� —2.020'--A FI14AL MAA'IML'M ALLOWABLE PANEL LENGTH/S EQUAL TO ME 92LMW DETERWN£D PANFI LENGTH SHEEN 29•AND'I-. SCJ (J)u'NIMUM PANEL L<-NCO,To BE 9E' FULL PANEL W/0 HEMMED EDGES HALF PANEL WfsJ HEMMED EDGES SCHEDULE if I VAUD FOR POURED CONCRETE, CONCRETE BLOCK AND WOOD SUBMTE INSTALLATIONS* MAXIMUM PANEL LENGTH - l'-2141" 8.151- 6.000- I.0 0'1- 1-1.1 0'y 1..70'F-' I -1 I.D D• �.'f� ; i.7D-1- A 9 � CONCA-TL GDVCREIE BLOCK Y AIL Hi URE R1nNG xD0°wiI.VIA„pY Mas.PAM].LDIGTNV PAHO LEVO ti Oc. °' 326 9'-10" 9'-10' H —2020"--4 '1 i-2.020'-I ` 1-201°--4 J9.0 9'-7' J6.0 9'-4' 9'-f0' FULL PANEL WZ HEMMED EDGES HALF PANEL W/ HEMMED EDGES 38.0 9'-1- 9'-10- 40.0 6-10' 9'-10' STORM PANEL 92.0 8-7' 9'-10' � SCALE 3/8-- 1' 44.0 e'-5' 46.0 B'J- 9'-1' 48.0 8'-1' B'B' r-MJ' i CONCRETE ANCHORS(SEE SCNEOL'LE) J'� Max. 50.0 7'-11' 8'-4' 7 Rm 1 Min. 0 0 52.0 7'-9' A'-0- I T 1 54.0 7'-7' 7'_8• 56.6 `'£E CLOSURE 57O 7'-4' 7'-4' DETAILS ON SHEET 5 58.0 2'-B' 1'-8- 1 A q a \ ✓I/T/////s/i>si ! SEE CLOSURE SECTION A-A ,�DEracs DIV SHEET s —- — o N. T. s o pp�� 44167 AAYC�7 FLORIDA BUILDING CODE (Non High Velocily Hurricane Zone) - iYO.'4 �v! 02017 IXTECO.INC. 24 GAG£GALVANJZED BER77-A STEEL STORM PANEL L.C. i I I 1 e 7� (2'DEEP) DRAIWI BY. CONCRETE ANCHORS(.SIF SLHFD(AF) J'� +°X• u°K. EASTERN METAL SUPPLY, INC. 0725117 STORM PANEL 1 Ja% P ti ���� I L E C O i N e. 4268 BEST Ra-DS°Rm DATE. TYPICAL ELEVATION a k i� WEST PALM BEACIL a 37407 •ff /.....�•''�� �I1` T/LLTT TESTING&ENGINEERING COMPANY V 6A5 Nlf J6N5t,Sro..SOS Y.htYA CAP9LN$n... PN:(1101)9JJ-6067 FAX•(5(II)WS-474V 77-089 N. T. S. `s�DA1Al �" •:r7M)97,_,yTp.6:(JG5J17,_,3J, EB-OJ06719 gym' 0.2 DRAW NG No .•. WALTER A RUT P.E. o1u rs�A, a>hV1T An aOR1DA G0..144 167 SHEET 2 OF TO 2"1177 2.376' 2368" T- 2.360' [-.214" Q. T T= 92" 4- 2 Hl�- 0 N .125' 125" ,45 .094 J.000, II yN 066" MAXTyp. 25 0 J062-," 62" .094' c� 11 IL200- 12 2.000" —I '—',S 2.289" 2 L2 6-1 LOOO- I.; .2.Y25'—' 2.471:�] 2.493" BUILD OUT "b" HEADER (3" MAX, 3" ANGLE BUILD "h" HEAD "h" HEADER (OPTIONAL-) "U- HEADER OUT BRACKET y .093" EDGE OF(l .J74." r 0.317* 1 1.000"hfox o //a•-z!):314-S.S .188 2 : q- . I ED SN OS W1 'CAASU'ER 75 WASHER H A 192O.C. T + EDGE 09 -7 LEDGE OF(D R.062 n" 57 L �-2.0170----� �9 OF(E) no -i --093-TMP. LARGE Y HOLE ROUND HOLE AT PANEL KEY HOLE WASHER ,F,, 7-RA CK 1 STUCCO TRACK 08 STUDDED ANGLE 3105-HI54 ALUM ALLOY .848- r.440' 8411- .0-95' 05_ 705" R 28 T-q -72 1 .880 281" 1 .666" 114'20 x J14'S4 F O.D. COMPONENTS STUDS W1 -1?1.902' (0 WASHESED WING NU .613" UTS R1.828" j SCALE: 112'- 1" 2. 13" KNURLED 'NUi�M S L. AT 12' DIE r 4 t, KA # 7 .062" W 108, -�l ON Trp. J40' 208" T- • FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NO.44167 C2077 TXWCO.INC. 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL Lc. (2'DEEP) DRAWN BY. STUDDED SNAP TRA (a FEMALE COVER CAP EASTERN METAL SUPPLY, INC. 07/75/17 4268 4-.sr Raws DRvc 047E • WEST PALM MACH.FL M407 is/ ... • TILLIT TESTING&ENGINEERING cDmpAtjy PH." C56 17-089 F)WJ-6061 M.•(.161)IW-4783 DR4671IG No L WAL EB-0005719 in-11 — 7ER A 77LUT J. P.E. aOROA Lie. f 44167 2 SHEET 3 cr 70 1/40 S.G. TAPCONS ATOS / POURED CONCRETE OR SOL+L SET fD 9 W OR®W/�8 j OR CONCRETE BLOCK ANCHORS ) / REQUIRED W/ 1/4 0-20 SDESYALK BOLT SQUARE HEA S5 (SEE SCHEDULE OR 7/4'0-20 TRUSSII / SQUARE HFAO VAGIINC BOLT 0 IY/®OR + / ANCHORS / CREWS W/Q AT 12" W�(S E SCHEDULE FOR / 1 REOU/Rf0 FOR (Sff Sc ULE) ^ O.C. `n �N ANCHORS SPACWG) S.G. TAPCONSn T (SEE SCHEDULIsE POURED CONCRETE P(NJP.fD CONCRETE POURED CONCRETE �' OR CONCRETE�LCCKOR CONCRETE BGOCKI I REOU/RED REOUrRED = Is REOU/RED 2 I � W I I yI y I I 1'Min.S£PARARON TO GLASS ` y 1'Min.SEPARATION 1 I Z I I .,{ TO GLASS I I � I W �!"Min.SEPARA7TON � 2 I ' V I ` I TO GLASS' i q S£PARAT.ON 70 GLASS 2 I J 1/4-2[13/4'SS I U I I ' W 'QU HEAD MACHIN£ I j/ 1111 2 I I V SCREWS W/1©AT 12' I 4 I 6 i " I N D.C. i I i E D. cont. 1/4-20x3/4'SS i SQUARE I` I HNH/N SCREWS /©AC2 POURED CNCRETE / ANCHORS O.C. ORCOYCR (SEE SCHEDULE) E' II i - / REQUIRED ! (OPEN AOSIDONQ REQUIREDPOURED CONCRETE CONT. SECTION ® ANCHOR ANCHOJ -711 /ED (SEE SCHEDULE) ANCHORS ANL/ (SEE SCHEDULE) } FEMALE COVER (5££SCHEOULE) I 6 Cone. CAP REAM CLOS SECTION®ANCHOR 5 cont. I / AT NON-HURRICANE POURED CONCRETE CONDITIONS• OR CONCRETE BLOCK / r REQUIRED / J LronT. j I SIDE WALK BOLTS ARE 3/4 0x3/32-THICK HEAD 8.2(S ' (SHEET IJ'E SCREW{%/LENGTH AS PER NOTES A2 8.2 & ` BUILD OUT INSTALLATION (S ' I TRUSS HEAD BOL75 ARE 1/710,1/8-THICK HEAD I MACHINE SCREW W/LENGTH AS PER NOTES A2 Qr i I I I SECTION 4 8.2 SHEET 1 POURED CONCRETE OR CONCRETE BLOCK 1 I I 8 Cant SECTION / REQUIRED i � CONT. (OPEN PQ:/T/CN+) POURED CONCRETE REQUIRED SECTION ® STUD SECTION 2 `j �""�. s£cnoN ® sruD ���..fr�4r-MOUNTING INSTALLATION INSTALLATION .&M—MOUNTING EN TION 3 WALL MOUNTING INSTALLATION `3 AtsC`C FLORIDA BUILD/NG CODE (Non High Ve/oc!}y Hu one zone) ,* No.44 7 V 7 3 02017 r27£CL.INC 24 GAGE G4LVAN17E0 BERTHA STEEL STORM PANEL G.c (2"DEEP) DRA47J BY. NOTE FOR COMBINATION OF SEC77OVS: ST Q EASTERN METAL SUPPLY, INC. 07125117 E. O. EDGE DISTANCE •�`, I L E C O I N C. 4268 WEST ROADS DRNE �� WAL FLGOR MOUNIING SEC77ONS CAN BE (SEE SCHfOULf ON a { L/ SHEET 7) '���• / �1 t 1%EST PADA/BEACN.FL M407 ,1 TILL/7 T£STNG B ENGINEERING COMPANY COAIB/NfD IN ANY tYAY TO SWT ANY I/JSTALLA7IO.V. _ ,d � K�\�� 6JS514r.Jew R 5%J07.YwiSVA GVGYI�S R JS/66 PK(56IJ 5J3-6067 FAX:(561)588-4787 17-089 1��••• Fnse:(A3J9ll-ISA.Im:LJ+S'J7)7-.Af DRAVNGI No FIA G006719 a01!-ul a%IT 7 ..• WALTER A DLL/T Jr.RE �+ FLORIDA Lie.f 44767 SHEET 4 10 / POURED COVCRETE. 2'x J'x.09J'3105-814OR 1.00" CUT PANEL CONCRETE BLOCK 6063-T6 ALLOY Cont.Alum.ANGLE OR 2x4'WORD WDH 1/4 TAPCDN ANCHORS& 12' FRAME REQUIRED 1 dfM7.000' . TA _.0 ANCHORS E.D. / /" J ' MAY. (SEE SCHEDULE 12PCON ANCHORS 0.1�8 ' C. 1/4CL HALF PANEL —1 CPOURED ONCRETE E0. EO. ' c -T �` POURED CONCRETE. 2'x 4"x.725" o CONCRETE BLOCK J105-H14 OR 6063-T6 ALLOY / o Cont.Alum.ANGLE "r \ /\ OR Z'x4'WOOD 0.5' ///A �(`7l1 FP.W21 REQUIRED Max. / 4 C-1. CASE A (Plan) CASE D (,Plan) N W N V POURED CONCRETE. j CONCRETE BLOCK o VARIES J': OR 2x4'WOOD U / Mux FRAME REQUIRED X = BUILD OUT DISTANCE ur POURED CONCRETE // / / CONCRETE BLOCK OR 2x4'WOOD / / FRA.NE REQUIRED U 1.5X_ ',`Ill/1 X 1'bin. HON GLASS / rD class 1/4-20x.3/4'SS SQUARE 114 20.314'5S SQUARE HEl[I MACHwE SCR£d5 r HEAD MACHINE SCREWS o ur a 90'c L Q IJS' >i y W/ AT 12"O.C. W/©A7 12 O.C. CASE -__-f � n 1 Cot ------------ ___ ___ __ __ S_2'Max. TRACK ( ) u 7YP 1/4-20x3/4"SS SOUARE _ / PoJRED CONCAE/f I HEAD MACHINE SCREWS 4 x 4"x.072" REQUIRED N/©AT 12'O.C. Cot.Al. 31 1m.O�IGOE J-76 ALLOY 1/4"CL MAX. / .POURED CONCRETE, pNCHORs E D. CONCRETE EIBLOCK (SEE.."mOOD CASE B (Plan / FRANf REpUIREU j CEILING & FLOOR MOUNTING 1/4 TAPCON ANCHORS—, 2.500'Yin. � a !z'D C. \I 2.500' Min. / 111 INSTALLATION - SECTION 5 PIX REO CONCRETE CONCRETE BLOCK / CASE F Plan) OR 214'WOOD -- -{ SCALE J/e'= 1' FWJAE REOUREDI 1.000" 2'x 2'x.055"TO ALTERNATE LEG LOCANON E D. = EDGE DISTANCE 2'x 5"..055'Cont. (SEE SCHEDULE ON Alum.ANGLE I END CLOSURES DETAILS SHEET 6) .080'J105-H154 SHEET1114�ofl >,�� SCALE.' 1/4"= 1" DIEM A.'um.BENT PLATE / ,1�,� A .......... NOTE FOR COMBINA7ON OF SECTIONS: CASE C 1 PIGTII :'••�'` S�• o FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL/1O0.R/CfIUNG MOUN77NG SECTIONS CAN BE No.44167 �- e2D17 mrECD,INC. 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL Lc COMBINED IN ANY WAY 70 SUIT ANY INSTALLANON. (2"DEEP) OWN Bi. EASTERN METAL SUPPLY, INC. 0,12117 L• 9168 6E57 ROADS ORNE I L TECO3,.. ' WEST PALM BEACH,FL JJ407 TILLIT TESTING&ENGINEERING COMPANY T t Nfy xx isn R.se.icy r.vr. racikT6,fl iir66 PH.(561)5M-606Y FAIL(551)588-4780 l0111A`�� Hnv2:(DS)l7:-1516.Fm:(i6T1671-rvlw ORAW/h'G.Vo EB-0006719 xn rc-4rr onr/l7 W ALTER A RLUT Jr.P.E. 10 ROR6JA tic.A 44767 1 114-0 74PCONS TO EX/STiNC -GO NEADEN A, '14'0 rAPCONS AT 12'D.C. J- ,AfTERIORLI, ADJACLUT ADJACENT POURED CONCRETE Iu C R.7 OCK PANEL REMOVABLE OR CONC/E&L 4 STORM PAIII UJII 2 RED 2 C-t WOOD HEA I'DCont. REQUIRED \1102 SECTION B-B SCALE NT.S. 114•-21).1-S.S. I 1/4"-2011'S.S. SQUARE HEAD j i, i SOUARr HEAD MACHINE SCREWS MACHINE SCREWS I W/&A!OViRLAP, W1(DAY GVERLAP-1 (TOP) 6A,68 1 POURED CONCRETE vN v ADJACENT *1 (TOP) OR CONCRETE SUOCK-��, REQUIRED Tl- -T p > PANEL 114�2017-S.S. INTERIORLY F14 10 T4PCONS SQUARE HE REMOVABLE AT 12'O.0 k CVNE S STORM PANEL ADJACEN IA �a4'1-10 PANEL III/®AT OVERLAP NODD -,14-11 FAPCONS %2,4"0. C AT MIDWIDTH Or RED PATE A 12-O.C. WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 6A SECTION SCALE: 318"- I" SCALE:318'= I" T- ,I INTERIORLY REMOVABLE STORM PANEL SECTIONS ISIDE WALK BOLTS ARE 3/4WJ/32*THICK HEAD-1-0 MACHINE SCREW WILENGTH AS PER NOTES A.2& MAX, A.S.D. DESIGN PRESSURE RATING = +57.0, — 8.2 H INTERIORLY A 'T..2 THICK HEAD �MOZL jr NOTES A2& (TOP) NOTCHED 21,2'AT I EACH BOTTOM OVERLAP FW46C • FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 140 02017 MTECO.INC. 24 G4GE GALVANIZED BERTHA STEEL STORM PANEL LC. INTERIORLY REMOVABLE STORM PANEL 44167 (2'DEEP) DRAWN BY. PARTIAL ELEVATION EASTERN METAL SUPPLY, INC. O7125117 SCALE V.,S. ILE CO... . 426 NEST ROADS DMA DA IF-' /7 T TILLIT TESTING&ENGINEERING COMPANY WEST PALM 664CH,FL JJ407 PH,(561)-533-6061 1".•(561)588-47e0 17-089 s:A I!,(A Es 0. eigm -I", DRAWING H, -0006719rsu WALTER A� 71LLIT Jr.P.E. I FLORIDA Lic.1 44167 2 1 SHEET 6 OF w MAXIMUM A S D DESIGN PRESSURE RATING (F,sf) AND CORRESPONDING MAMUM nrrxnu SPACING SCHEDULE FOR INSTALLATIONS DV CONCRETE AND CONCRETE BLOCK STRUr'T/>RF'S SONRY) ASASa 0604 YYu• sAAGVC ITA E P. ]1/2•rr AWYGIvt[m ASOc�9GV rNmlw N.Y4(T16 Yw6.T lTI G a 1 'ra Ni'11CL4' !O PFLSSLf.E REI:(A.LR A'W1/6>w SGLD s£r SGTAFCo.V � �/tr Y.IGY�N PA42 FAQ . i�.Tla'b/tr 4WYJY PMII PArrc!L) A5Y LClD.'u1L^V (D.GnI 1'OL) R4rtVC TP:.rJ Il£pIrAV IA4•aV5 sono Sa1AFYa'J Aw CdJRVInaY rD:M 2'(nJ ro cwxclr m YasnxAr ro m•r_ane ro Ja JJAsa+wr rr 1vDe To m r4amxRr To navaLrE To ro r4LsatiRr ro ar+r+rlr<-1c m aasa�Xr a 1+EM N/A N/A 1?' 12" 12' 12' 1(TOP) N/A N/A r2' 12- I2, 12' I(ICP) 12- 12- 12' 12" 12" 12- 1(9D/TOM) 12' 1r" 17' 11' 12" 12' 1(6ori0N) 12- 17' 12' 12' 12- 12' 2(TOP) 12" 11' 12• T2" I7- 12' 2(TCP) 14a0,-4a0 72' 12" 12• f?' 12" 12' 2(80'rON) 6-o" 140.0,-40.0 1212' 12' 12' f2" 12" Z(BOTTOM) >6--0' CR CR UP TO UP TO LM 11' 11- Iz' 11' Iz' 12- J(Top) LESS 157.0.-510 12' 11" 12" 12" 1 12- 12" 3(70.-) 7.-4. 12" N/A 12" I!/A 77" N/A J(BOTTOb) 12" NIA 17' N/A I]' IIIA J(60TJ0N) 12' N/A 12' fJ/A 12' N/A 4(TOP) 11' N/A 12' !!/A 12" !J/A 4(RW) rz- r2" 12- 12' /2" 12• 4(HOU) 12" 1r' 12' 11' 12' 12- 4(BOTTOM) 11' I2' I2' 12" 12• 12' 5(lop) r1' 12' 12' IT' 12• I2' s(TOA) 12- 12• It 12" II' 11" 5(6OTTOM) +2' 12- 12' 12' 12' 12' 5 MorroM) Asa�./ L•l4VLN AWJXl45 SPACNG IDA E G e J I/2'r• IFP+.•'nr ro ASa� ILtm2'Y AVtl!J6 SPAfi'.1G FOA E a e J ms's• AP.4A:NL ro �G."ESSAFCLJ RLLIAwA W%K Sp0 sfr SGr,W.LY ASPIIK/tr YITIL'Y FM3 RAt�Pc%J RLCNAP LIPf.16' 9X/0�r SarAPLT.V Aw L'dldl'.1kdV lO...nI 7(/J.) ro WnYREiE m YISTA:41' m CPKWEiE ro Y.lsa'.R/ ro CohtPE]I ro Ltl•DM1R+' �nLry �•'�1'(nJ m vi+caLTT ro wsonzr ro ro.+7rL7E ro rJasa�vr ro camDE ro YAvxr TT nLv N/A N/A 12' 12' 12' 12- 1(TOP) N/A N/A 12- 12' 12" )2' 1(TOP) 12' N' 12' 12" 12" 12• 1(BOTTOM) 12' 12" 12" 12' 12" 12" 1(BOTTOM) 12' 11' 12' 17" 12' 12' 2(TOP) r20 12' 12- 12' r2' 12" 2 POP) 1401L (-40.0 !2- 12" r2' I2- 12' 12' 2(BOTTOM) >6'-0" 158.0, -59.0 OR OF TO OR 11- 12' 17' 11' 12" 11- 2 MOTTO-) 2'-8' LESS OR LE55 i6e :1" if' 12" 12' 12' 12' J(TOP) 9'-10' 11' 12' 12" 11' 11" IZ" J(TOP) 12- N/A 12" fl/A 11' N/A 3(BOTTOM) 12' N/A 12" N/A 12" N/A 3(BOTTOM) 12- N/A 12' IIIA 12' 1J/A 4(TOP) 12" N/A 12' N/A 12• N/A 4(Top) 12" r1' 12' 12' 12" 12" 4(DOMOU) I2' 12• 12" I1" 11- 12" 4 mono.) 12' I2" 12• I2' 12' 12' 5(TOP) la' 12' 12- I2' 17" 12" s(TOP) 12' iz" 12- 12" +T 12" 5(BOTTOM) 12" 12' 12' 12" 12, 11" 5(BOTTOM) A��yy wrwY A•r.Jroxs svAc:�.c rTA G o.-3 I/z'sa AlRJlc�r ro PA�TLiE AE4TIIAA TA�Y6 SOao SET PM3 SGTAPl12V A1�s/tr YAGV18r roc(P+71 LTu3•— LOCM 1'M) .•"WAiU r ANCHOR SPACINGS ARE VALID FOR 3'MCC DlSTAI.'CE FOR E.D.LESS THAN 3-,REDUCE TO oR•On2E M rasT.mr m GYd.^.ALTE T— m DOAeALTE ro rrAsaVRY dF r)E r ANChOR SPACING BY MULRPLYA'G S-AC/NC ShOWN ON SCHEDULE BY THE FDLLONNG FACTORS. (NOTE.'/din N/A N/A 12- r2• 12 I2- 1(TCP) E.D.FOR SOLOSET ANCHORS IS J)FOR THIS OPMANON TO BE POSS2LE REDUCED SPACYlG OBTAIl:ED USING FACTOR STLILL NOT BE LESS THAN MINIUUM SPACAIG RIOOAED FOR EACH ANCHOR TYPE AT 12' 12• 12- 12' 12' 12' r(BOTTOM) ANCHORS LEGEND. +1' 12' iZ' 12' 12' 12' Z(!CP) AL.n/Al F.n. FACTOR 140.0,-40.0 IZ- 12' 12' 11' 12' 12" 7(BOTTOM) 6=0- TAPCON(REGULAR O7 S.G.) SOLID SET W. TO OR LESS +50.0--57.0 11" 11' 12" 12' 11" 11' 3(Ta') 3- .86 .75 12' )!/A 12" !J/A 12' N/A 3(80770u) 2 1/2- .71 .so - 71• N/A 12' fJ/A 1 12" N/A 4(T(Trp) 2' .50 12" 12' 17' 12' I2' IT- 4(BOTTOM) 1II + 12- 12- 12' 12- 12• 12- 5(TOP) ,:1s` 7.... 12" 12- 12' 12' 12- 12- 5(807MM) `�`C Iv _Fi••�•`�/� p+ Aq FLORIDA BUILDING CODE (Non High Velocity Hu one Zone) ANCHDRs[£DEMO Igo•44167 - ezo17 mrEea Rrc 24 GAGE GALVANIZED BERTHA STFEL STORM PANEL I.C. (2"DEEP) DRAWN Br.- u AVCHOR TYPE AIJCHOR - ` 07/15/17 SPACING OF ; ; EASTERN METAL SUPPLY, INC. WE 7APLYL!(R£c1YAR OR S.C.) J.o• E D. =EDGE D.STANCE a /L` -C � .•'- ! , I L ECO INC. 4268 tlEn ROADS ME l'tit NEST PALM BFACH,FL 33407 J7-D89 •• TILL H.r.TEsTwo S•a ENGINEERING NGINEEjft ING cCR JMYSS PK Ott)5U-6051 FAX'(561)588-4780 SOLID SET 2-5• S�QNA1-�,vV Pna..:(-my5n_r_To.r,:(.ms,57r_191 DRAWING NO L E8-0006719EPEEE 11 -- WALTER A NLLIT J.F.E. m—1 T71zVll alc FLORPM Lk.If 44167 1 2 SHEET 7 OF 10 Ilk1 1/4'0 SC 7APCCNS OR 1/4b1 1/4"0 lAPCONS 1/4"0 TAPCONS. SA✓f.,I'S SCREW ANCHORS(SSC (.SFF Sf.HF01p FJ (SEE SCHEDULE) I, 1 W/ZJ2 OQ9 W/®OR®NN� f / II 1 SEE SCHFDULE) 1/4-20x3/4"SS-QUARE f I HEAD A:ACH/f-T SCREWS JI 1/4"0 TAPCONS. W/@ AT 12.O.C. (SEE SCHEDULE) n o / i I + I Md 2 NT i Lonl. W N I 1 I N I I WOOD H£AGE WOOD HFADfR N REQUIRED Ca j 1 z REOU/NEDWOOD I • W I I 4i REQUIRED Dur ' I + a i i WLOD HEAOF I 1'k.SEPARANO.V i I I =P" REOU/RED TO GLASS II I U 7•ATO CEPS TION I SMA TO TOGAS I W ti7•M+rt I I + N ti SEPARATION ; 1 I It , TO, GLASS I r y7 1/4-200/4 55 SOUARE HEAD NALHME!SCREWS ©AT 121,O.L. COnL n 1 1/4-zW HIN S5 SQUARE I o HEAD MAT 12 D.C. 1 j 1 I W/©Ai 12O.C. i I II2 4 I I I + C u I PU I ] (OPEN 1 pLDORED (OPEN P05870/7+) + I I S £ 1/4"0 TAPCONS MIN 2',r'WOOD I--1' "-114-.0 TA-COIR. (SEE SCHEDULE) OFCK REQUIRED (SEE SCHEDULE) J I v? (NO FINISH ALLOWED) I SECTION Cf ANCHOR I� 1 � 6 Cont SECTION®ANCHOR 5 Cant 1 �•j uw.]:4•Pu 1 jjaeNcv,7wco Jlu 1 1/4"(S££0 TAFCONS. __1/4.0 HEDULE) /u l fArt (SCI SCHEDULE) , SCHEDULE) + 1 i ALTERNATIVE 1 BUILD OUT INSTALLATION I ALTERNATIVE 4 7..•i4Ae � COM. I (OPEN POSRION+) ` 114-0 7A�WAS SECTION ® STUD LAN.2r6 W'COD �1 (SEE SCHEDULE) DECK REQUIRED ALTERNATIVE 2 (NO FPJ S/�V1A'Yf4;firroN ep srua +0lJ�T)E:n3mLE covER WALL.+1 9 0kfl IP1UAITING INSTALLATION 10 WALL MOUNTING INSTALLATION T, HURRICANE \�` LONDmoes o` _ '•�,1C�,LT_•�4�TlVE 3 FLORIDA BU/LD/NG CODE (Non High Velocity Hurricane Zone) NOTES a r�o.4 CC 02617 TMEM INC, 24 CAGE GALVANIZED(BEROTHASTEEL STORM PANEL "� V7 DRAWN BY. 1. IIJSTALLA77ONS ARE ONLY VALID FOR 41AX.A.S.D. DESIGN PRESSURE RATING £ASTERN METAL SUPPLY. INC. 07125117 ANO PANELS L(:NCOJS AS F£R SCH©ULES ON SHEET 2(EXCEPT AS NOTED) 1 L ECO 4266 WEST 80405 OR.NE INC. 2 SEE ANCHOR SCHEDULE ON SNS 10. = t1 1111111111 6E1".(5 17407 17-089 NOTE FOR COMBlNAT70N OF SECDONS x� � •R••1 TILL/T TESTING&ENGIN EFRING COMPANY PH, 61 •. o'�id�.•�ti, 6.115 Ra]6fA sr.STa)0.S MR::vAXIWI R A,ES (-', )u'JJ-606( FAX.'(S6l).586-47(A7 J.FOR NEW WOOD fAA+L'E CONSTRI:CRON• l•A00 MEMBERS TO BE SOUTHERN WALL/FLDOR ZANY I'MG TO SUITS CAN BE t ..... ••' II Flw,(mpn-rsv.c:(ses}sn-rsn a.re ORAWWG no PINE.NO. 2• W/SPECIFIC DENSITY(G)OF 0.55 OR EQUAL. COMRfNEL IN ANY VAY TO SUNT ANY 1N57ALlAT)ON. EB-0,106719 °•R ONpL r�1 MOLTER A NLN k P.F. SHEET a OF 1D fLORJ)A Llc 44/67 EXOS77NG Min. 1/2'PLYIYUOD R£OD OYP)W/FASTENING 4"X B'(Min.)EXISTING WOOD (SEE CHEDUrArcomS BEAM REOULPEO.STRUCTURAL TO STUDS AS PER IDA (SEE SCHfDU.E) E £Q/ ADEQUACY OF EXLS77NO WOOD I I 2104 OF THE FLORIDA / BEAM TO BE CER71FiED BY BUdD/NG CODE W/7/4: PROFESSIONAL ENGINEER OR WOOD TRUSSES OR RAFT TAPCON W/15/32'Min. ARCHITECT PRIOR TO SHUTTER O 21'0.G REQUIRED f'M/n I THREADED PENETRATION INTO / /NSTALLAROAL PLWA30D.(SEE SCHEDULE) 1"r 4"r 1/8"MIN (603-76) 3 ry ALUM. TUBE W/(J)5/1610 LAG EO SCREWS TO EACH TRUSS OR RAFTER. o e LOCATE SCREW AT 14037DIN OFzzz/A I ti IXISi1NG WOOD MEMBER(2'MRN. I I NOMMAL IV/DIN)W/2 1/2'MIN. I 1 THREADED PENETRAPON I WOOD HEADER I I J/4' 'pn REOUR£D I "� "Alin. SfPARAnON I 4 ITW18VILVEX j iy 1 TO G1A55 I I I Conf. � I TJf SCREfY I 1 I = AT 6-O.C. 4 Conf. I I I i i W �SFPARADON i I A I i o f'ElSEPARAHON T 1 I I i I I W TO GLASS 1 1 I I I i I I I I /4-20x314'SS SOLARE W 1/4-70a3/4'S$SQUARE V HEAD MACHINE SCREWS I I I HEAD MAfOI/NE SCREIYS j 9 w/d AT Iz'O.C. a OPTION TO w/©AT 12' Conf ALTERNATIVE NVl;2:6'WOODI I I O L� u` I 1 (ACY REOU/RFO I I (NOi FlNISH ALLOWED). I 1 I 1 7 I I I 7/4 C TAPCONS AEOY F.I•Fuff I'Min I 1 1 ED (SFF.SCHFDIIIE) 5 cool I I CEILING dt FLOOR MOUNTING INSTALLATION ALTERNATIVE 5 EXISNNG Min. 1/2'PLYWOOD REO'O(TTP)W/FASTENING TO STUDS AS PER SECTION 2J04 OF THE FLORIDA BUILDING CODE W/1/40 TAPCON IV 15/J2'Nin. THREADED PENE7RA770N INTO PLYWOOD. (SEE SCHEDULE) NOTE FOR COMBINATION OUT INSTALLATIONDN OF SECT/ONS: ALTERNATIVE B CIIA,- FLOOR/CE2/NG MOUNTING SECTIONS CAN BE TER NA 11 ANY WAY TO Sl/fT ANY INSTALLATION 11117/j 1TT: �E A, NOTES ,111t . ..C.... T�tS 1, !NSTAL.LA770N5 ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE RATING yet •�`V NSF Ss m FLORIDA BUILDING CODE (Non High Veloci/y Hurricane Zone) AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS I407E0,1a Cp x2017 14TECO.ROC. 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL L.C. 2. SEE ANCHOR SCHEDULE ON SHEEP !0. �..• 0.441 v7 (2"DEEP) DRA471 e1:. EASTERN METAL SUPPLY, INC. 071251173. FOR NEW V5'ODD FRAME CONSTRUCNON: WOOD MEMBERS TO BE SOUTHERN ' ate,, PINE NP.2, W/SPECIFIC DENSITY(G)OF 0.53 OR EQUAL. "/� 1 L ECO 1 N C. 4268 WEST ROADS ERNE ?"Oj(•''.•� // •'L�v TILLIT TESTING h ENGINEER/NG COMPANY WEST PALM BEACH,F1 JJ407 (�—DB9 .�` � l•��,,1 1 6159 Rw.]RIA Si Sh.]!],L:AGn^A GA4R74,n JT16S PH(561)533-6061 FAX:(561)588-4780 S/ANAL E ;"Do �""•, ^< DRaw7vc N. WILIER LJr.P.E. eto I9d1 onl/n FL0.P,9A Li 44167 SHEET 9 OF 10 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s•f.) AND CORRESPONDING KAXWWNCHOR SPACING SCHEDULL FOR INSTALLATIONS INTO WOOD FRAC.'BMMGS AFiY'A4r fJ1vin�fAcmfsc AHiLI.r IO A40.IYSM+Y AIOO � AnFRIY!AIS/tr Ave ASG D�O'I iF.@AIAS/e A41T1 PrE15aYi tICA.O IK6lT sGAM1VY 9wvS SSC AY/AMY �m 7'(I.J PR£SiSLR1 RffiM/YfnnS Sa1t4W' SWYIS ySC Ani�>qY ILMCM 1'(ItJ ms(Ps.eJ PArac(P..TJ WA 12• la" 1(IOP) NIA 12' f2' I(IOP) 12' 11• N/A I(BOrm." 12• 12' N/A I(BOIIOM) 12' 12' I 1(TOP) a' 11' I 7(1a') ++ao.-Io.O 12N/A TVA 2(BOTTOM) 12" MIA NIA 1(BOTTOM) OR IE¢ 11• 1' N/A J(TOP) LE55 .I op,m , AOA 12• 12" IIIA J(TOP) OPV- 1• 12' r/A J(BOTTOM) +57.0.-570 7• 7' 1J/A J(BOTTOM) 7-4' 12' 12• Ij1A +(TOP) /2' 12' / I(TOP) 12" I20 N/A I(607TOMJ 12" 12• NIA 1(e]TIOM) II' lr' N/A 5(TOP) 65• 6.5' NIA 5(TOP) !2' 12' MIA 5(BOTmM) Y 7' NIA 5(Bonw) 6• A✓ %A 6(TOP) 6" NIA 1/ 6(TOP) 6" WA %A 6(BOTTOM) 6• NIA NIA 6(6oTmm) 1iU'O('A' UttM fw5161TA5 .VY1LEl'Y£IO YU➢A/Y aW)fAS1F3TY.' 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