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HomeMy WebLinkAboutPROJECT INFORMATIONSCANN2b BY GENERAL NOTES: 1. 24 GAGE BERTHA GALVANIZED STEEL STORM PANEL (2" DEEP) SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (RED.) (C) TO EXISTING WOOD FRAME BUILDINGS, WITH SPECIFIC GRAVITY G = 0.55 HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE THIS - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. 24 GAGE BERTHA GALVANIZED STEEL STORM PANEL (2" DEEP) SHALL ME BE INSTALLED AT HIGH VELOCITY HURRICANE - 1/4" 0 S.G. TAPCONS AS MANUFACTURED BY I.T.W. BUILDEX. ZONES (MIAMI-DADE/BROWARD COUNTIES). - 1/4" 0 SAMMYS SCREW ANCHORS (SSC) AS MANUFACTURED BY ITW BUILDEX. 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.SD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 6 THRU 10. 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, 6 THRU 10. 24 GAGE BERTHA GALVANIZED STEEL STORM PANEL (2- DEEP) ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE, AS PER AMERICAN TESTING LAB OF SOUTH FLORIDA, REPORT # 0304.01-08, AS PER ASTM E 1886-05, ASTM E 1996-05 AND ASTM E 330-02 STANDARDS; AS WELL AS REPORT # 1220.01-05 AS PER ASTM E 1886-02, ASTM E 1996-02 AND ASTM E 330-02 STANDARDS AND AND REPORT # 0926.01-03 AS PER ASTM E 1886-97, E 1996-02 AND ASTM E 330-02 STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 AND 3, MISSILE TIPE D (BASIC PROTECTION ONLY) AND FOR INSTALLATIONS AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 6.2.1.1 AND 6.2.1.2 OF ASTM E 1996-02 AND ASTM E 1996-05. 2. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY ASTM A-653, GRADE 80 WITH MIN Fy = 106.0 ksi, WIT G-90 GALVANIZED STEEL DESIGNATION. J. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY & TEMPER UNLESS OTHERWISE NOTED. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. STORM PANEL COMPONENTS 10 STUDDED SNAP TRACK AND 11 FEMALE COVER 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.J.J.4. S BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. 6 ANCHORS TO WALL SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED)_ (A) TO EXISTING POURED CONCRETE, f c = 3192 psi. MIN. — 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. — 1/4' 0 S.G. TAPCONS AS MANUFACTURED BY I.T.W. BUILDEX. — 1/4- 0 x 3/4" ALL POINTS SOLID —SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES A. 1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON .ANCHORS IS 1 3/4". A.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS SOLID —SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. NO 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. 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. 1) & A.2) ABOVE. (B) TO EXISTING CONCRETE BLOCK WALL, ASTM C-90 UNITS: — 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. — 1/4" 0 S.G. TAPCONS AS MANUFACTURED BY I.T.W. BUILDEX W/ f'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/ f'm = 1800 psi_ MIN. NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON INTO CONCRETE BLOCK UNIT SHALL BE 1 1/4': 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 I" MINIMUM FOR WALLS WITH NO STUCCO. 6.3) 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 B.1) AND B_2) ABOVE. NOTES: C 1) MINIMUM THREADED PENETRATION OF TAPCONS, S.G OR SgMMYS SCREW/ ANCHORS (SSC) INTO WOOD UNIT HALL BE 1 1/2 ". C.2) ANCHORAGE SHALL BE PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER FINISH. ANCHORAGE SHALL BE AS INDICATED ON NOTE C. 1) ABOVE. (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICAAONS OF THE ANCHORS MANUFACTURER. Z • PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DEMILS SHOWN ON SECTIONS 1 THRU 5 (SHEETS 4 & 5 FOP, CONCRETE/BLOCK SUBSTRATES) AND ALTERNATIVES 1 THRU 6 (SHEETS 8 & 9 FOR WOOD SUBSTRATES) EXCEPT THAT HEADERS 2, 2A, 3 & 4 SHALL NOT BE USED. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR To VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PANEL IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS PANEL SHALL ONLY BE ATTACHED TO POURED CONCRETE, CONCRETE BLOCK OR WOOD FRAME BUILDINGS 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PANEL COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND 1RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 10. 24 GAGE BERTHA GALVANIZED STEEL STORM PANEL (2' DEEP) SHALL COMPLY WITH SPECIRCATIONS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 11. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PANEL IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODEE, ONE LABEL SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. (0) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORIIATION FOR A E17E 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- CONTRACTORS RESPONSIBILITY. (C) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A PROFESSIONAL ENGINEER OR REGISTERED 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 OF RECORD THAT PREPARED IT. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING CODE (Non High Velocity Hurricane Zonis 02017 nLTECO, INC. 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL L. (2" DEEP) DRAWN BY.• EASTERN METAL SUPPLY, INC 07125117 ® BP3c. DAZE- INLIE4268 WEST ROADS DRIVE TILL/T TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL 33407 � 6355 NIY. 361h. St., Sfe- 305. WROWN GARDENS, R J31E5 PH: (567) 533-6061 FAX: (561) 588-4780 1 7-089 Phone : (JUS)571-1530 . Far : (305)B71-1531 DRAWING NO ES-0006719 Rzv. N. Dmm-N-1 PATE r_v N frx� r: c,lc WILT R A. TILLIT Jc P.F : OLD 15-041 107JR11771 1'-2.142' r'-.00O'— 11 — 11 6.000" 6.000' -I 7.0 0' r- I-1.1 0'-j -1 1. 70_ it I IY� ti Ci o N �2 F 'A —2.020'---2.020" for ® (TYP) FULL PANEL WZ HEMMED EDGES O STORM PANEL SCALE 3/6" = 1" 3" CONCRETE ANCHORS (SEE SCHEDULE) 3" Max. I IAal 1 Min. 1 Min. I 1 0 0 0 0 1 CONCRETE ANCHORS (SEE SCHEDULE) 3" MMn• M STORM PANEL 1 IMin. 7 _TYPICAL ELEVATION N. T. S. I G---2.020"-4 ® (T1 P) HALF PANEL W1 HEMMED EDGES 1--SEE CLOSURE / DETAILS ON SHEET 5 i N. T. S. n re MAXIMUM A.S.D. DESIGN PRESSURE RATING (2.s, f AND CORRESPOND/NG MAXIMUM PANEL LENGTH I a NOrEs: - (1) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD. L-: MAX. ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD. (2) PROCEDURE 70 DETERMINE MAXIMUM PANEL LENGTH FOR WALL YOUN17NGS OR FLOOR/CEILING GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 'L+' FROM SCHEDULE GIVEN A NEGATIVE A.S.D. DESIGN LOAD, DETER14112 MAXIMUM PANEL LENGTH 'L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE PANEL LENGTH 1S EOVAL TO THE /MUM DETERMINED PANEL LENGTH BETWEEN 'L+' AND "L- (3) MINIMU1.! PANEL LENGTH TO BE 48' - m-.,Jff I/// i J l 1 MAXIMUM PANEL LENGTH "Lt" OR "L-" (ft.) 0 MAXIMUM ASD. DESIGN PRESSURE RA77NO (P•5.0 (+ or ) CONCRETE CONCRETE BLOCK & WOOD INSTALLA77ONS Mox. PANEL LENGTH L+ (IL) Alax. PANEL LENGTH L- (N.) 32.6 9'-10 " 9'-10" 34.0 9'4- 9'-10" 36.0 9'-4" 9'-10" 38.0 9'-1' 9'-10" 40.0 8-10'" 9'-10' 42.0 44.0 8'-5" 9'-6" 46.0 8'-3' 9'-1 ' 4B.0 8'- I ' 8'-8' 50.0 52.0 7'-9' 8'-0' 54.0 7'-7' 7•-8" 56.0 7'-5' 7'-5' 5ZO 7'-4' 7'-4" 58.0 2'-8' 2'-B" 1 SEE CLOSURE 1--DETAILS ON SHEET 5 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL L.C. (2" DEEP) DRAWN BY.• - — EASTERN METAL SUPPLY, imc. 07125117 nlE E C DATE 0 @� G , 4268 WEST ROADS DRIVE TMLIT TESTING & ENGINE£R!NG COMPANY WEST PALM BEACH, FL JJ407 6355 Aly.. J61h. St.. Ste. 305. KRGNA rAR0_NS A. JJtE6 PH: (561) 53J-6061 FAX: (561) 568-4780 17-089 Phone : (J05)57f-f5J0 . Fax : (J05)571-f5J1 DRAWING No EB-0005719 "--v• u o-•. air, xsp.. Na o-ace-rail are L JAI TFR A T111IT .1, P F I i I OLD 15-041 67171/n C2017 77LTEC0, INC. I 2.187" N � R Zyo 066"- 062" L- 1:i2.289"=�2.000" O "h " HEADER 374" Ir � I � R.062" L .093TYP. © "F" TRACK .095" 'IWA to N N h N +-2.376"---' TJ- N L. 110" N n .094" ''i TYP. I F--2. 125" 2.471 " ® "h - HEADER (OPTIONAL) III O I " STUCCO TRACK 1/4 =20 x 314" S.S. KNURLED STUDS Wl/ WASHER W/NGNUTS (1e R. 108" -R.208" N N 3.000, MAX. j-2.368" � h0 0 I + .090" I+N 1rP. � I N 1 l— 2. 125"—i F-- 2.493"--I 3O BUILD OUT "h" HEADER (3" MAX) O 1/4 =20 x 314" S.S. KNURLED STUDS IV WASHER WINGNUTS 0 AT 12' O.C. N o II� I - 2.000"-1 ® STUDDED ANGLE 848" 705" ", 281 " 219' R 1.902" R1.828" 062" TYP. 10 STUDDED SNAP TRACK ' i FEMALE COVER CAP r EDGE OF 1Q h N h � EDGE OF Ql �9 LARGE KEY HOLE 0 �440' o II o i T--T 0. D. WASHERED WING NUT NI - '� Ly4 T t, a .y L2.125" — -I \ 2.464" � -i 30 ® 9,U" HEADER r 0.317" } _ c EDGE OF 1 �U ® ROUND HOLE A T PANEL t-.214" R.200" o ; '0' 125" � R. 125" k�150- R. 125 ' N p ii -i .200" 384' 3.000" Max. �5 3" ANGLE BUILD OUT BRACKET ® KEY HOLE WASHER 3105—H154 ALUM. ALLOY COMPONENTS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL L.C. (2" DEEP) DRAWN BY: - - — EASTERN METAL SUPPLY, INC 07125117 I ''LIFE !FE0 DATE F� 0 � � , 4266 14c5T ROADS DRNE TILLIT TESTING & ENGINEERING COMPANY WEST PALl.T mm, FL 33407 53555 N.W. 361h. SG, St. 305, V,'A&M MD-WS. Fr, 33166 PH: (561) 533-606, FAX: (561) 588-4780 17-089 Fhc— : (W5,)971-1530 . Fox. (J05,1871-153I 6c • DRAWINC No -E8-0006719 esTiQ•v zJ 1+� o-s�muv ur 0 2017 7ILTECO, INC. I� 1/40 S.G. TAPCONS AT 90 W�@ ORA W OR SOLID SET ®9Q W OR ® Wll@ j W/ 1/4 0-20 SIDEWALK BOLT OR 1/ (2)11 TaRU j BOLT ®9 V ORR 9 & t Wj® (SEE SCHEDULE FOR / SPACING) / POURED CONCRETE OR CONCRETE BLOCKJ REQUIRED--r=—, /)z Ld I I I 1" Min. SEPARATON I TO GLASS I I I I A Y I I I I 1/4-2d 3/4" SS SOLARtXAD MACHINE SCREWS W/ 12 AT 12"� Q.C. i POURED CONCRETE;I OR CONCRETE BLOCK REQUIRED o ki ANCHORS—__:�—� (SEE SCHEDULE) Cont. POURED CONCRETE OR CONCRETE BLOCK REQUIRED ANCHORS / (SEE SCHEDULE) r_ 1 o I I I" Min. SEPARATION I TO GLASS I I i I I I I I i E. D. ANCHORS ' (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK REQUIRED tt SIDE WALK BOLTS ARE 3/4 Ox3/32" THICK HEAD MACHINE SCREW W/LENGTH AS PER NOTES A.2 & B.2 (SHEET 1) tt TRUSS HEAD BOLTS ARE 1/2-01/8" THICK HEAD MACHINE SCREW W/LENGTH AS PER NOTES A.2 & B.2 SHEET 12 POURED COP OR CONCRE7 SECTION 1 REQUIRED NOTE FOR COMBINATION OF SECTIONS E. D. = EDGE DISTANCE WALL/FLOOR MOUN77NG SECTIONS CAN BE (SEE SCHEDULE ON COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SHEET 7) 1/4-20x3/4" SS SQUARE HEAD MACHINE SCREWS W/ 1© AT 12" 0. C. COW,, 1 I I I I I I SECTION @ ANCHOR + NOTE: FEMALE COVER CAP 11 TO REMAIN CLOSE AT NON HURRICANE CONDITIONS SECTION @ STUD ANCHORS �Z/z (SEE SCHEDULE) � O POURED CONCRETE OR CONCRETE BLOCK REQUIRED � fg//� I I I I I I I I I 1" Min. SEPARATION TO GLASS I I i I 8 I I Cont I I I I 1 I I I (OPEN POSITJON t). � POURED CONCRETE REQUIRED i ANCHORS E. D. (SEE SCHEDULE) SECTION @ ANCHOR IT EN POSITION -0) ANCHORS (SEE SCHEDULE POURED CONCRETE REQUIRED 1 r-- L I ' I I I II I 1 ' Min_ SEPARATON TO GLASS I I I I I I I I I I I 1/4-2Ox3/4" SS SQUARE HEAD AJACHINL I SCREWS W/ 12 AT 12 O.C. I w ANCHORS (SEE SCHEDULE) 5 Cont POURED CONCRETE OR CONCRETE BLOCK REQUIRED BUILD OUT INSTALLA TION SECTION 4 x N� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL L.C. (2 " DEEP) DRAWN BY. - EASTERN METAL SUPPLY, INC. 07125117 ECDATE � j� � , 4268 V/cST ROADS DRIVE TILLIT TESTING & ENGINEERING COMPANY WEST PALH BEACH, FL 33407 6355 AW 36te. St. Ste. V5, V,'RG'N'A GA40?JS '.. 33165 PH: (561) 533-6061 FAX: (561) 588-4700 17-089 Fl;ore : (305%97i-t5M . Fos : (3u5)57l-7537 ES-0006719 k`�' N' r� no° m>F V. ^� o arav j a� DPAY/,'NG No C2017 DLT£CO, INC. may,: 1� / POURED CONCRETE, CUT PANEL CONCRETE BLOCK OR 2"x4" WOOD FRAME REQUIRED 1.00" ANCHORS / min. 114 TAPCON ANCHORS (SEE SCHEDULE E D. 0 12' 0. C. I l -1 REQUIRED RDCONCRETE _EQ. EQ. 2" i e / / ✓ x 4" x .125" -T L I 3105-H14 OR 6063-T6 ALLOY / o Cont. Alum. ANGLE N i I I 0. 5" I Max. 4 Cont. CASE A (Plan) I I I I 8 Iii'•,i i,,, iii,,ii,III,,'I i,iiII',iI ,,I VA--R-IE-S--3" max. POURED CONCRETE CONCRETE BLOCK OR 2"x4" WOOD FRAME REQUIRED i" Min. SEPARATION TO GLASS � 1/4-20'x3/4" SS S QUARE 1/4-20x3/4" SS SQUARE HEAD MACHINE SCREWS HEAD MACHINE SCREWS 90' < L 135' c W/ 2AT 12" O.C. W/ ©AT 12" OC. 1TRACKS (TYP) Cont. A �,�A --------------------- I, i' i I , I I 2" Max. I; 71 I i t ----- - 1/4-20x3/4" SS SQUARE POURED CONCR I 1" HEAD MACHINE SCREWS 4" x 4" x .072" , REQUIRED ; ; W/ 12 AT 12" O.C. 3105-H14 OR 6063-T6 ALLOY �+ Cont. A.um. ANGLE (SEE SCHEDULE) E D CASE B (Elan) CEILING & FLOOR MOUNTING INSTALLATION - SECTION 5 SCALE : 3/8" = 1" E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 6) NOTE FOR COMBINATION OF SECTIONS V/ALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 114 TAPCON ANCHORS 2.500' Min. © 12" 0. C. 2.500' POURED CONCRETE, i CONCRETE BLOCK ' OR 2'k4" WOOD FRAME REQUIRED 1.000" 2" x 2" x .055" TO ALTERNATE LEG LOCATION 2" x 5" x .055" Cont. Alum. ANGLE OR , "1 080" 3105-H154 SHEET �vJaJa"eie ip METAL Alum. BENT PLATE - No 4 c may` O ' •✓"•� •= J J 1�' �'� � 2" x 3" x .093" 3105-H14 OR 6063-7'6 ALLOY Cont. Alum. ANGLE WITH 114 TAPCON ANCHORS ® 12" O. C. I/4" CL HALF _T 1.06 0 J POURED CONCRETE, CONCRETE BLOCK 1 � OR 2"x4" WOOD FRAME REOUIREO CASE D (Plan) POURED CONCRETE; j CONCRETE BLOCK OR 2 x4" WOOD FRAME REQUIRED X = BUILD OUT DISTANCE CASE E (Plan) .i j POURED CONCRETE, • CONCRETE BLOCK OR 2"x4" WOOD j FRAME REQUIRED CASE F (Plan) END CLOSURES DETAILS SCALE. 114" = 1 " FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone C2017 ncTECO, INC. 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL L. (2 " DEEP) DRAWN BY.• -- - EASTERN METAL SUPPLY, INC. 07/25/17 E C I Ed 6 . DATE. 4268 V/eST ROADS DRIVE TILLIT TESTING & ENGINEERING COMPANY WEST PlLId Bc"ACH, FL 33407 6355 N.W.. J6Lh. St., Ste. 305. Y,RG.'N} G4RD£NS. R JJ16; PH: (561) 533-6061 FAX: (561) 588-4760 I7-089 Fha-e : (JOS)871-1530 . Fex : (305)B71-15J1 DRAWING NO EB-0006719 Rom. '4. Daimmom �Te gm .m. 0--sm? w air LIM MR A T111 IT .1, P F 1 1 OLD 15-041 107,12IJ771 J i I 1/4 0 TAPCONS AT 12" D.C. d ADJACENT INTERIORLY ADJACENT POURED CONCRETE m PANEL F'R£MOVABLE PANEL OR CONCRETE BLOCK STORM PANEL REQUIRED j 1/•f� M CAP I I/a' Mas. G4f' �r I � I SEPA 770N 1 1U WASS I ` 1 `J SECTION B-B 1/4'-20xl" S.S. I SCALE N. T.S. MACHINE HEAD SCREWS W/ © AT OVERLAP I I I I I I I I I I 1 (TOP) 6A,6B 1 (TOP) POURED CONCRETE /� OR CONCRETE BLOCK— REQUIRED 7 ADJACENT 11410 TAPCONS PANEL 1/4" _ 20x1" S.S. INTERIORLY SQUARE HEAD REMOVABLE AT 12" D.C. MACHINE SCREWS STORM PANEL RLAP PANEL ENT l W/ ® AT OA i Q 1/4 "-20x I" S.S. SQUARE HEAD MACHINE SCREWS W/ ® AT OVERLY 2"x4" PLATE 1/40 TAPCONS AT 1dIDWID7H OF PLATE AT 12" O.C. WALL A40UNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 6A SECTION 6B SCALE : 3/8" = 1 " SCALE: 3/8" = 1" INTERIORLY REMOVABLE STORM PANEL SECTIONS ff d—L — — — — — — SIDE WALK BOLTS ARE 3/400/32" 7HICK HEAD MACHINE SCREW W/LENGTH AS PER NOTES A.2 & 11.2 (SHLdflI j E` REMOVABLf PANEL 1 (TOP) NOTCHED 2"x2" AT 6A,6B 1 (TOP) EACH BOTTOM OVERLAP FLANGE INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVA TION SCALE : N.T.S. jt101, 7 C MAX. A.S.D. DESIGN PRESSURE RATING = +57 0, —57.0 p.s. f. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zom 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL L.C. (2" DEEP) DRAWN BY.• - — — -- - - EASTERN METAL SUPPLY, INC. 07125117 E C ® DATE. 9 ,�{ C , 4268 VEST ROADS DRIVE TILLIT TESTING & ENGINEERING COMPANY WEST PA1, BEACH, FL 33407 6355 N.1Y. J6th. St.. Ste. J05. VIRGIXA G4ROFN5, R. JJY65 PH: (561) 533--6061 FAX. (561) 588-4780 17--089 (JOS)671-15J0 . Fa: : (J05�471-15J1 . DSf r'_'r7,gV as,^c Rti: K. C3LSTp•! �,1c DROVING, No r�E-0006719 02017 nLTECO. INC. u �Iu is �: � / � • • � ., / / • � / I—��h.[�.• _, WxwUM A.S.D. DESIGN PRESSURE R477MG (P•S•f.) MAXIMUM ANCHORS SPACING FOR E D. = 3 1/2'tx APPI.I:IRtE TO SEC00N5 / & ANF' COMBMATiDN OF niEAl A&WMUM PANEL LENGTH 2' (ft.) REGULAR TAPCONS SOLID SET SGTAFCON TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO AULSONRY N/A N/A 12" 12" 12' 12" 1 (TOP) 72' 12' 12' 12' 12" 12' 1 (BOTTOM) +40.0, -40.0 OR LESS / \ 12' 12' 12" 12' 12' 12' 2 (TOP) 6,-0" OR LESS 12" 12' 12' 12' t2' 12' 2 (BOTTOM) ! 12" 12' 12' 12" 12" 12" 3 (TOP) 12" N/A 12' N/A 12' N/A 3 (BOTTOIA) 12" N/A 12' N/A 12" N/A 4 (TOP) 72" 12' 12" 12' 12" 12" 4 (BOTTOM) 12' 12' 12' 12" 12' 12' 5 (TOP) 12' 12" 12' 12" 12' 12' 5 (BOTTOM) MAXIMUM ASD. DESIGN PRESSURE RATING (P.s.4) MAXIMUM ANCHORS SPACING FOR E D. = 3 112'7: t APPLCASLE TO SECTIONS / & Airy COMBINATION OF nlElA UVIMUM PANEL LENGTH 2' (ft.) REGULAR TAPCONS SOLID SET SG TAPOON 1O CONCRETE 70 MASONRY 1a CONCRETE TO MASONRY la CONCRETE TO MASONRY N/A N/A 12' 12' 12" 12" 1 (TOP) 12' it" 12' 12' 12' 12' 1 (BOTTOM) 12' 11" 12" 12' 12' 12' 2 (TOP) +40.0, -40.0 OR LESS 12' 12' 12" 12" 12" 12' 2 (BOTTOM) UP6T- 12" it" 12' 12' 12" 12' 3 (TOP) 12" N/A 12' N/A 12" N/A 3 (BOTTOM) 12' N/A 12' N/A 12" N/A 4 (TOP) 12" T 1 " 12' 12" 12' 12' 4 (BOTTOM) 12' 12" 12' 12" 12' 12" 5 (TOP) 12' 12 1Z' 12 12" 12' 5 (BOTTOM) MAXIMUM A.S.D. DESIGPRESSURE N P.An+�c (P.�.r.) MAXTMIlf ANCHORS SPACING FOR E D. = 3 1/2'ti APPLMABLE TO OMnO S / ANNr Y CroMaNNAN OF THEM MAXIMUM PANEL LENGTH 1' (ft.) REGULAR TAPCONS SOLID SET SG.TAPCON TO CONCRETE TO MASONRY TO CONCREIe TO MASONRY TO CONCRETE TO MASONRY +40.0, -40.0 UP TO +50.0, -50.0 N/A N/A 12' 12' 12' 12' 1 (TOP) OR LESS 12' 12" 12' 12" 12" 12' 1 (BOTTOM) 12" 12' 12' 12' 12" 12" 1 (TOP) 72' 12" 12" 1 12" 12" 12" 2 (BOTOL4) 12" 12" 12' 12' 12" 12" 3 (TOP) 12' N/A 12' N/A 12' N/A 3 (BOTTOM) 12' N/A 12" N/A 12' N/A 4 (TOP) 12 12" 12' 12" 12' 12" 4 (BOTTOM) - -- 72" 12" -12" 12' 12' 12" 5 (BOTOJA) 12' T2" ANCHORS LEGEND Min. ANCHOR TYPE ANCHOR SPACING TAPCON (REGULAR OR S.G.) 3.0" SOLID SET 2.5" E. D. = EDGE DISTANCE )ayPy0t. X. MAXONM ASD. DESIGN PRESSURE RATING (p.s.L) MA}WAUM ANCHORS SPACING FOR E D. - 3 1/2't a APPIMISLE TO - � CommR Y OFTHEM � � i �� REGULAR TAPCONS SOLID SET S.C., TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY Toffs REN TO NASONRY +40.0. -40.0 UP TO +57.0, -57,0 N/A N/A 12' 12" 12" 12' 1 (TOP) > 6--0" UP TO 7'-4" 12" 12' 12' 12' � 1 (BOTTOM) 12" 11' 12' 12' 12" 12" , 2 (TOP) ' 12' 12" 12" 12" 12" 12" (BDTTOIA) 12' it" 12" 12" 12 12' 3 (TOP) 12" N/A 12" N/A 12' N/A 13 (190IT0I1) 12" N/A 12' N/A 12' N/A 1 4 (TOP) 12" 11' 12" 12" 12' 12' 4 (BOTTOM) 12" 12' 12' 12" 12" 12' S (TOP) 12" 12" 12" 12' 12' 12" 5 (BOTTOM) MAXIMUAf ASD. DESIGN PRESSURE RARNG (ps.G) MAXIMUM ANCHORS SPACING FOR E. A = 3 112'S k APPLIUBLE TO SEC1101T / & ANY COAGJAATION Of MEM MAXIMUM PANEL LENGTH 1" (ft.) REGULAR TAFCONS SOLID SET SGTAPCON 7U CONCRETE 7O Af4501JRY TO CONCRETE TO MA50\i7Y TO CONCRETE TO MASONRY +58.0, -58.0 OR LESS N/A N/A 12" 12" 12' 12' 1 (TOP) 2'-8' OR LESS 12' 12' 12' 12" 12" 12' 1 (BOTTOM) 12' 12' 12' 12' 12" 12' 2 (TOP) 12' 12' 12" 12' 12" 12' 2 (BOTTOM) 12' 12" 12' 12' 12" 12' 3 (TOP) 12' N/A 12' N/A 12' N/A 3 (80Tr01A) 12' N/A 12" N/A 12" N/A 4 (TOP) 12' 1 12" 12" 12' 12" 12' 4 (8077101A) 12" 12' 12' 12' 12' 12' 5 (70P) 12' 12" 12" 12' 12' 12' 5 (BOTTOM) •• MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3' EDGE DISTANCE. FOR E. D. LESS THAN 3, REDUCE ANCHOR SPACING BY MUL77PLY7NG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE. IATn E. D. FOR SOUDSET ANCHORS /S 3) FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E. D. TAPCON (REGULAR OR S.G.) SOLID SET 3" .86 .75 2 1/2' .71 .50 2" .50 - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02017 ntTECO, INC. 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL L.C. (2" DEEP) DRAWN BY.• -_---- g- - - - ---- EASTERN METAL SUPPLY, INC. 07125117 h�• E C k& 9 m C. 4268 i'lEST ROADS CRAVE DATE. TILLIT TESTING &ENGINEERING COMPANY WEST PALM BEACH, FL 33407 EJ55 AM J6th. St., Ste. 305, vl."'Ot.YA GARDENS, R. 331e6 PH: (561) 533-6061 FAX: (561) 588-4780 f 7-089 FMne : (J05)971-15J0 . Fur : (J05)B71-1531 - ORAV,Yn'G No cn-nnna»a I "��'• F=CE r aTc Av ra o�x�n�v I aae I (— WOOD HEADED REQUIRED 1 1, Afa SiPARAACA TO (,PASS 1/4-200/4" 5'S SQUARE HEAD MACHINE; SCREWS W/QAT 121O.C. — i t I i I I 114" 0 SG TAPCONS OR 11410 SAM YS SCREW ANCHORS (SSC W1,20 (SEE SCHEDULE) 1/4" 0 TAPCONS (SEE SCHEDULE) AL TERNA TI VE 1 1/4" 0 TAPCONS (SEE SCHEDULE) ! -- I.:." WOOD HEADER REQUIRED 1 " Min. SEPARATION I TO GLASS I I I A REQUIRED W/ x3/4- SS SQUARE ACHINE SCREWS AT 12" D.C. I I I I I I I N I 2 I 4i 1 � I w I U I y w IS I W I � I W I Z I I 1 a b I � CONE (OPEN POSMON +) SECTION @ ANCHOR WALL AMOUNTING INSTALLATION NUltS: 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 2_ SEE ANCHOR SCHEDULE ON SHEET 10. J. FOR NEW WOOD FRAME CONSTRUCTION: WOOL) MEMBERS TO BE" SOUTHERN D1AIC Ain 9 wl SPFCIFIC DENSITY (G) OF 0.55 OR EQUAL. 1/4" 0 TAPCONS (SEE SCHEDULE) VT. 'EN `POSITION +) SECTION ® STUD AL TERNA TI VE 2 + NOTE: FEMALE COVER CAP 1 TO REMAIN CLOSE AT NON HURRICANE CONDITIONS. NOTE FOR COMBINATION OF SECTIONS WALL/FLOOR MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1/4" 0 TAPCONS. (SEE SCHEDULE) 0 Z I I I I I I I I I I I I I ! I I 2 ry I I I I Cont. WOOD HE40EP. REQUIRED I I I I y I ! I I I 1 1 t I I I i ! I I ! h I I I � Vwi I" Min. I I Z SEPAR4770N ! TO GLASS i W I I I I I ! I Cont. I I I I I I ' I ' ' I I i MIN.' 2"x6" W00e--j DECK REQUIRED (NO FINISH ALLOWED) SECTION @ ANCHOR MIN. 2 DECK (NO FINISH @ STUD 0 TAPCONS SCHEDULE) N I I I ! I I I I I I I I WOOD HEADER I I REQUIRED ! 1 " Min. SEPARATION � I TO GLASS ! 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 I 1/4-20x3/4' SS SQUARE I I HEAD MACHINE SCREWS --_I I I W/ @ AT 12" D.C. ! I I I I I I I I I I s614 IN 'I, TAPCONS. 0 TAPCONS SCHEDULE) 0 TAPCONS. SCHEDULE) BUILD OUT INSTALLATION AL TERNA T/ VE 4 Q 2 w NE 3 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) .�� 02017 ntTECO, INC. 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL LC. 44 -4 '' (2" DEEP) DRAWN BY.• a EASTERN METAL SUPPLY, INC" 07125117 4268 WEST ROADS DRIVE DATE.• WEST PALM BEACH, FL 33407 / J 17— 8 TILL!T TESTING & ENGINEERING COMPANY °'•,,,,,, 6W N.W. 36th. St.. Sfa '0!, v,RGrx7t GARDENS, R. 33165 PH: (561) 53J-6061 FAX (561) 588-47d0 '. y ''.�• :�.3 .. •�' Fhorc : (305)971--0 .Fax : (305)97f-1531 F{l. �3 W CF-,a./ Sir riy. n'a 63Cf, +'2.•1 bue 1 DR4!YING NO - j'il.'•1 �`.�'..=i''�-. u..,reeB-0006r19_ I n,n rq—, 1/4 0 TAPCONS (SEE SCHEDULE) I I i I" Min. SEPARATION TO GLASS i I I I I I 8 I Cont. I MINI 2'x6" WOOD DE4( REQUIRED (NOI FINISH ALLOWED). I I 4' x 8" (Min.) EXIS77MG WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXIS77NG WOOD BEAM TO BE CERTIFIED BY PROFESSIONAL ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1 I% Cont. W i I I I y J Q z W ti J � w i 1 � I 1TIHEAD /4-20x3/4" SS SOUARE W 1 MACHINE SCREWSW/ 1©AT 12'O.C. I I O I I � I I I I I I I I I NOTE FOR COMBINATION OF SECTIONS : TAPCONS SCHEDULE) WOOD TRUSSES OR Q 24' 0. C. REQUI I II I 1/4' x J/4' I ITY//BU/LDEX I TFK SCREW AT 6' O.C. I I I I I 1 " Alin. SEPARATIOA TO GLASS I I I OPTION TO ALTERNATIVE 5 TOP rEXING & FLOOR MOUNTING INSTALLATION ALTERNATIVE 5 N NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 2. SEE ANCHOR SCHEDULE ON SHEET 10. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY (G) OF 0.55 OR EQUAL. Cont. 1" x 4" x 1/8" MIN. (6063-T6) ALUM.. TUBE W/ (3) 511611 LAG SCREWS TO EACH TRUSS OR RAFTER. LOCATE SCREW AT MIDWIDTH OF EX/SPNG WOOD MEMBER (2' MIN. NOMINAL WIDTH) W/ 2 1/2' MIN. THREADED PENETRATION. EXISTING Min. 1/2" PLYWOOD REO'D (TYP) W/ FASTENING TO STUDS AS PER SECTION 2304 OF THE FLORIDA BUILDING CODE W/ 1/40 TAPCON W/ 15/32" Min. I THREADED PENETRATION INTO I " Min. PLYWOOD. (SEE SCHEDULE) 0 o1 N —I- WOOD HEADER REQUIRED I" Min. SEPARATION TO GLASS I I I I I I I MIN. 2'x4' REOUIRED 1/4-20x3/4" SS SQUARE I HEAD LACHINE SCREWS I W/ 1©AT 12" O.C. j I I I I I I 4Min Q I I I I I I 5 Cont. I I LEX1577NG Min. 1/2" PLYWOOD REQ D (7YP) W/ FASTENING TO STUDS AS PER SECTION 2304 OF THE FLORIDA BUILDING CODE V1/ 1/40 TAPCON W/ 15/,32" Min. THREADED PENETRATION INTO PLYWOOD. (SEE SCHEDULE) BUILD OUT INSTALLATION AL TERNA T/ YE 6 0 N� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zonis 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL L.C. (2 " DEEP) DRAWN BY.• - - - - - EASTERN METAL SUPPLY, INC. 07125117 h 0 E C DATE.• � � C . 4268 1'✓<ST ROADS CR1� TILLIT TESTIIJG & ENGINEERING COMPANY WEST PALM BEACH: FL 33407 6355 N.W. Me& SL, Sla JOS, KRXNA G440ENS, FL -,316� PH. (561) 533-6061 FAX. (561) 553-4780 17-0$9 ph— : (305)B71-1530 . Far : (305)871-15J1 DR41%lIJG .NO EB-0005719 K-V• K. oascr.Pncv w,_- RU K. &=L-na+ m1E C 2017 TTLTECO, INC. ��L. r ( I J I ► [ _`� "---i � / 1/I X / �' I / I Lid% r „! �/ _ / !� AWNUMDESIGN A RE DESIGN PRESSURE RA17NC (ps 1.) WOOD FAShT'=LS APFnXL � jr & ANY COU&MI10AI OF RIAI WAIYUM PAM LENGTH 1' (R.) REGULAR TAPCONS EG.TAPCON SUMS SSC +40.0, -40.0 OR LESS N/A 12' 12- 1 (TOP) 6'-0 OR LESS 12' 12" N/A 1 (BOTTOM) 12' 12' N/A 2 (TOP) 12" N/A N/A 2 (BOTTOM) 12' f2' N/A 3 (TOP) 12' 12- N/A 3 (BOTTO.IQ 12' 12' N/A 4 (TOP) 12' 12' N/A 4 (BOTTOM) 11' It' N/A 5 (TOP) 12' 12' N/A 5 (BOTTOM) B. N/A N/A 6 (TOP) 6- N/A N/A 6 (BOTTOM) WxAfum ASD. DESIGN PRESSURE RARNG (p.s l.) *WD FASIE14WS APPNGLLE TO AL1E, MINS j & ANY COM ARaY OF 171al ,W)O.WM PAAEL LENGTH 1' (R) REGULAR TAPCONS &r.TAPCON SAUUM SSC +40.0, -40.0 OR LESS N/A 12' 12- 1 (TOP) > 6'-0" UP TO 9'-10" 12' 12" N/A 1 (BOTTOM) 12' 12- N/A 2 (FOP) 12' N/A I N/A 2 (BOTTOM) 12' 12' N/A 3 (TOP) 7.5' 7.5' N/A 3 (BOTWA0 f2" 12' N/A 4 (TOP) 12" 12" N/A 4 (BOTTOM) 7 7" N/A 5 (TOP) 7.5' 75" N/A 5 (BOTTOM) 6- N/A N/A 6 (TOP) B• N/A N/A 6 (BOTTOM) A.S.D.SLE NDESIGN D.. (IRE PRf55UR£ RAZING (p-5!) IY009 FASTeNFRS A NTS % & ANY COY&WRON OF TNeif LRAWflY PANEL LENGTH 1' (2) REGULAR TAPCONS SG.TAeCON SWUM SC 0--412" UP -10' +50.0, -50.0 N/A 12' 12' 1 (TOP) 6,-D" 12' 12" N/A 1 (BOTTOM) 12' 12' N/A 2 (TOP) N/A 2 (BOTTOM) �12'N/A N/A 3 (TOP) 3 (BOTTOM) 10' N/A 12' 12' N/A 4 (TOP) 12" 12" 1 N/A 4 (BOTTOM) 9' 9" N/A 5 (TOP) to' 10' N/A 5 (BOTTOM) 6" N/A N/A 6 (TOP) 6' N/A N/A 6 (807TOM) - MAX/YUM ASD. DESIGN PRESSURE RAT Iyo/.J RWD FASIEWIM APPMo,F 1O ALTERMTIVS j LL ANY OOYSAARON OF 1JLa1 94XVUM PANEL LENGM 1' (14) REGUUR WCONS SCTAPCON SAYYYS SSC +40.0. -40.0 UP TO +57.0, —57.0 N/A 12- 12' 1 (TOP) > 6•-0• UP TO 7-4' 12" 12- N/A 1 (BOTTOM) 12' 12' 11/A 2 (TOP) 12' N/A N/A 2 (BOTTOM) 12" 12" N/A 3 (TOP) 7- 7' N/A 3 (BOTTOM) 12' 12" N/A 4 (TOP) 12' 12' N/A 1 4 (BOTTOM) 6.5' 6.5' N/A 5 (TOP) 7" 7" N/A 5 (BOTTOM) 6' N/A N/A 6 (TOP) 6" N/A N/A 6 (BOTTOM) MAXIMUM ASD. DESIGN PRESSURE RARNG (X f..) WODD FASWERS APPUCASLE TO ALTERWYES j & ANY OOMM71ON OF 1NEY YAMMINI PAM12 LENGRf 1' (2) �� TAPCONS SC.TAFCON SAIUtYS SC +58.0, -58.0 OR LESS N/A 12' 12' 1 (TOP) OR LESS 12" 12" N/A 1 (BOTTOM) 12" 12' N/A 2 (TOP) 12' )V/A N/A 2 (BOTTOM) 12. 12" N/A 3 (70P) 12" 12" N/A 3 (80711,011) 12' 12' N/A 4 (TOP) 12" 12" NIA 4 (BOTTOM) 12' 12" N/A 5 (TOP) 12' 12" N/A 5 (BOTTOM) 6" N/A N/A 6 (TOP) 6" N/A N/A 6 (BOTTOM) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02017 77LTECo, INC. 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL L.C. (2" DEEP) DRAWN BY. e- (�- - - - EASTERN METAL SUPPLY, INC. 07125117 9 W`� E `d %C) 1 N 6 . 426B VIEST ROADS DRIVE DATE.- TILLIT TESTING & ENGINEERING COMPANYWEST PALM BEACH, FL 33407 6355 AW. 3Eth. St.. Ste. 305, Y,ROINA GARDENS, Fi. 33166 PH:(561) 533-6061 FAX: (561) 589-4780 17-089 Fho,,, : (305)671-1530 . Far : (305)971-1531 DRALVING NoTE8-0006719 - �_ .." ..PADN air REVm. o �=wl Lu.� 0