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HomeMy WebLinkAboutProduct Approval- shutterM I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Alufab Hurricane Shutters, Inc. 13000 N. W. 38 h Avenue OPA-LOCKA, Florida 33054 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.0295" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 03-244, titled " 0.0295" thick galv. Steel storm panel ", sheets 1 through 8 of 8, prepared by Tilteco, Inc., dated December 04, 2003, last revision #2 dated October 20, 2004, signed and sealed by Walter A. Tillit Jr., P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 04-0210.01 and consists of this page 1, evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 04-1104.01 Expiration Date: 04/29/2009 �.� Approval Date: 11/25/2004 Page 1 GENERAL N07E5: 1. STORM PANEL SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2001 EDITION OF THE FLORIDA BUILDING CODE. THIS SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1619 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D. WERE NOT OVERSTRESSED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS iM USED IN THEIR ANALYSIS. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1606.1.4 OF THE ABOVE MENTIONED CODE AS PER CONSTRUCTION TESTING CORPORATION REPORT #03-025 AS PER TAS-201, TAS-202 AND TAS-20Z 2. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY ASTM A-653, GRADE 80 DESIGNATION W/ Min. Fy=93.78 ksi (AFTER ROLLED) AND TO BE G-90 GALVANIZED, J. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED). THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD POINT AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024—T4 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL, OR ANSI 304 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM YIELD STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: — 1/4"0 TAPCON ANCHORS MANUFACTURED BY ELCO TEXTRON, INTO CONCRETE W/ f'c-3.32 Ksi (Min.) — 1/4 "07/8" CALK —IN ANCHORS MANUFACTURED BY POWERS FASTENERS, INC., INTO CONCRETE W/ f'c=2.0 Ksi (Min.) — 1/4"07/8" PANELMATE (female/male) MANUFACTURED BY ELCO TEXTRON, INTO CONCRETE WITH f'c=3.35 Ksi (Min.) NOTES: A. 1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHOR AND ELCO PANELMATE ARE 1 3/4" AND 2" RESPEC77VELY. A.2) 7/8" CALK —IN 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. SCREWS FOR CALK —IN & FEMALE PANELMATE ANCHORS SHALL HAVE 9/16"0 HEAD FOR DIRECT MOUNTED PANELS. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER 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: — 1/4"0 TAPCON ANCHORS MANUFACTURED BY ELCO TEXTRON. — 1/4'07/8" CALK —IN ANCHORS MANUFACTURED BY POWERS FASTENERS, INC. — 1/4" 07/8" PANELMATE (female/male) MANUFACTURED BY ELCO TEXTRON. NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON ANCHOR AND ELCO PANELMATE INTO CONCRETE BLOCK UNIT IS 1 1/4". B.2) 7/8" CALK —IN ANCHORS SHALL BE ENTIRELY EMBEDDED? INTO 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. SCREWS FOR CALK —IN & FEMALE PANELMATE ANCHORS SHALL HAVE 9/16" 0 HEAD FOR DIRECT MOUNTED PANELS. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER 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 8.1 & 8.2 ABOVE, C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR MANUFACTURER. MIAMI-DADE COUNTY Z PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 4 (SHEET 3 AND 4 OF 8) EXCEPT THAT HEADERS 2 AND 3 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. CONTRACTOR 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. 9. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 10. (a) THIS P.A.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.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.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 (P.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A,D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, (e) THIS P.A.D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 11. SHUTTER'S MANUFACTURER PERMANENT LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE CENTER FLANGE OF A PANEL APPROXIMATELY 4" ABOVE THE BOTTOM OF SUCH PANEL. ONE LABEL SHALL BE PLACED FOR EVERY PANEL. LABEL SHALL READ AS FOLLOWS: ALUFAB HURRICANE SHUTTERS, INC. OPA—LOCKA, FL, MIAMI—DADE COUNTY PRODUCT CONTROL APPROVED. OCT 2 12004 P.E. SEAL/SIGNATURE/DATE MLI E C 0 1�\ N C. TILLIT TESTING & ENGINEERING COMPANY 15 N.W. 361h. St., Ste, 217, MOM WDENS, FLORIN 33166 Phone , (305)871-15JO . Fax . (305)871-1531 e-mall: ti teconool.com EB-0006719 WALTER A T/LUT Jr., A E. FLORIDA Uc. 1 44167 PRODUCT REVISED as complying with the FlurWaa Buiding Code Acccptunce Na G� r 10 01 Expiration DAu9 L /0 C% By Division F. B. C. (H. V.H.Z.) 0.0295" THICK GALV. STEEL AS SHOWN STORM PANEL I SCALE ALUFAB HURRICANE SHUERS, INC" 1141 DATE3 TT 13000 N.W. 38th AVE. OPA—LOCKA, FL 33054 03-244 - ----- - DRAWING No SHEET 1 OF B 1 " 7 1.400" — 1 2' 1.400" ---r 1.250" --r 1.400" --r— 2" 1.400" l ry�o ago 750 0.1295" Mfn. THICK N GALVANIZED STEEL RR ASTM A-653 o TYP." G--90 GALV r -12" (EFFECTIVE WIDTH) — f 14" (TOTAL WIDTH) - PANEL SCALE: N.T.S. " Max. CONCRETE ANCHORS (SEE SCHEDULE) " Mln. 0 0 0 0 7—rI—T1—_ T-1-7-1-1—TT-1T-11 1T-1-1—T-f--7 — — 3" Max. 3" Max. CONCRETE ANCHORS (SEE SCHEDULE) 1' Min. 1' Min. STORM PANEL ELEVATION SCALE. N.T.S. 125' N DETAIL, S/M. 1 DETAIL f SCALE: N.T.S. COMPONENTS 5' 1/4"0 S.S. STUD TO ANGLE 0 12" O.C. 4) 2'"x5 "(Max. k f f8" AMEL SCALE. 1/2' = 1 " © OF TRACK SCALE, 1/2' = 1" MIAMI—DADE COUNTY (6)01%2" HOLES n �1 2.357" �.. --13u ® h HEADER (6005 TS ALUMINUM ALLOY) SCALE � �-.063" ---.tl94„ SEE N e e DETAIL 2L . - - I —� 063" 1875" L I L-2"= -I I�.125 �5 ANGLE WITH STUD DETAIL 2e. SCALE: 1/2" = I- STUD W/ WING NUT SCALE: 1" = 1" 1/4' THICK ALUMINUM PLATE ■ ----Q-----0 e ■ Ln n 2' -F- 6" -h 6" 2" — 16' �7 f/•�"x7'rxf6" PLATE SCALE 3/16' = 1 " P.E, SEAL/SIGNATURE/DATE 02003 TILTECO, INC IL ECO lNc. TILLIT TESTING & ENGINEERING COMPANY i5 N.W. 38th. St., Ste. 217, WRG/N14 GARDENS, FLORIDA 33166 Phone , (305)871-1530 . Fox , (305)871-1531 e-mall: Wteco®aahwm EB-0006719 WALTER A. TILUT Jr., P. E FLORI114 Lic. 144167 2.J57" — g 094" N � N 1 J 1­- 2.125"---7� 30-\ (3) u HEADER (5005-T5 ALUMINUM ALLOY) SCALE.• 1/2" = 1' TYP. TOP EDGE OF PANEL PANEL M � TYR BOTTOM EDGE OF PANEL ® KEY HOLE AT PANEL SCALE.' N.T.S. PRODUCT REVISED as complying wilk the Mulida Buiding CodeAcceptnme I Expir ""n to By Bade Divisi., F. B. C. (H. V. H. Z.) 0.0295" THICK GALV. STEEL AS SHOWN STORM PANEL SCALE ALUfAR HURRICANE SHUTTERS, INC. 12DA E� 13000 N.W. 38th AVE. OPA-LOCKA, FL 33054 03-244 mmpnm I aR16 I m xxwr4N WE DRAWING No GENERAL 131J01041 s I — — SHEET 2 OF 8 - CONCRETE ANCHORS CALK —IN ANCHORS ® 8 (SEE SCHEDULE) g W/ 1/4"0-20x1" TRUSS HEAD BOLT * \ (SEE SCHEDULE) \ POURED I I I POURED f \ CONCRETE CONCRETE OR I \ RETE W I I CONCRETE BLOCK BLOCK WALL I I WALL REQUIRED o \ REQUIRED I I 1 I \ I I I Cont. � I I I I I I i I SEE FOR , I I I SEPARATION TO EXISTING GLASS I I I I I I I SEE SCHEDULE I FOR Min. � EX/STING GLASS I I I I 4 I I i I k SEPARATION TO 7! IIII III IIII ED\ POURED R CONCRETE ORCONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL I I I REaD REQUIRED — '7 CONCRETE ANCHORS \ CALK —IN OR female (SEE SCHEDULE) PANELMATE ANCHORS 08 / W/ 1/4"0-20x1" TRUSS HEAD BOLT * (SEE SCHEDULE) WALL MOUNTING INSTALLAWN - SECTION 1 SCALE. • 3/8" = 1 " 2=T MOUNTING INSTALLATION - SECTION 2 SCALE: 3/B" — I" E.D. = EDGE DISTANCE NOTE FOR CWBINATION OF SECTIONS: (SEE SCHEDULE ON FLOOR/WALL/CEILING MOUNTING SECTIONS CAN BE SHEET 6 OF 8) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. PRODUCT REVM69 as Complying with the Fladda Buliding Code _ (3 Rccepulce No Expiration Dote J �y r leis 1 Da na cest l 8 1�,d33I a MI-DADE COUNTY POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) I I I I I I I I SEE SCHEDULE I FOR Min, SEPARATION TO EXISTING GLASS I I I I I I Cont. I ALTERNATE IF APPLICABLE \ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED Im CONCRETE ANCHORS (SEE SCHEDULE) * TRUSS HEAD BOLT TO BE 9/16"0 HEAD S.S. MACHINE SCRE!y 4V/ LENGTH AS PER NOTES A.2 & B�2 ON SHEET 1, Cont. CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE All REQUIRED SEE SCHEDULE FOR Min. SEPARATION TO EXISTING GLASS nV it � I INTERNALLY REMOVABLE PANEL (5 i W/SIDEWALK BOLT CONNECTED TO THRU 1/2"0 HOLES AT ©O 12" O.0 WING NUT 0 EVER SDEWALK3BOLT ' a I I I 7 NO NUT 0 1 EVERY STUD I Cont. 1 7/8"0x3/32" ®6" O.G WING NUT EVERY STUD ® 12" O.C. REMOVE 2 STUDS AT OVERLAP BETWEEN INT. REMOVABLE PANEL 1 i el NT PANEL AND OPEN %2"0 OLES AT Z TO ACCEPT STUDS FROM INTERNALLYfi--,f REMOVABLE PANEL POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED E.D. ED. ALTERNATE /F APPLICABLE CEILING AND FLOOR MOUNTING INSTALLATION - SECTION 3 SCALE, 3/8° = 1" ** NOTE. INTERNALLY REMOVABLE PANEL SHOWN ON SECTION 38 SHALL ALWAYS BE INSTALLED IN BETWEEN ADJACENT PANELS MOUNTED AS SHOWN ON SECTION 3A. T/LLIT TESTING & ENGINEERING COMPANY q�� 6595 N.W. 36th. St., Ste. 217, KRGIN14 GARDENS, FLORdO M166 Phone : (305)571-1530 , Fax : (305)671-1531 d� a—maik ti/tecacaaLcom EB-0006719 P.E. SEAL/SIGNATURE/DATE WAFLL OR A. rc. A. Lic.TILJr.,, P. E. � 44167 I Cont. - DET. 3/4 CONCRETE ANCHORS (SEE SCHEDULE) /11 f NOTE.• INTERNALLY REMOVABLE PANEL SHALL BE PROVIDED W/ AN ADEQUATE REMOVABLE HANDLE IN ORDER TO INSTALL PANEL. 0.0295" THICK GALV. STEEL STORM PANEL ALUM HURRICANE SHUTTERS, INC. 13000 N.W. 38th AVE. OPA—LOCKA, FL 33054 F. B. C. (H. V. H. Z.) AS SHOWN SCALE 1214103 DATE 03-244 ,Arc DRAWING No SHEET 3 OF 8 CONCRETE ANCHORS (SEE SCHEDULE) I t POURED CONCRETE OR CONCRETE BLOCK WALL READ SEE SCHEDULE FOR Min, SEPARATION TO EXISTING GLASS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED WING NUTS WHOSE 094 WINGS HAVE BEEN BROKEN OFF CONCRETE /-_/ ANCHORS / � (SEE SCHEDULE) 1/4'0-20 MACHINE BOLT W/ NUT & WASHER ® 12' O.C. N 718'Ox3/32" i WING NUT i EVERY STUD IF61 12" O.C. 1/4"0-200/4" S.S. M.S. W/ 7/8'Ox3/32" WING NUT ;0 I 12' O.C. 'A i / I ___v Cont BUILD -OUT INSTALLATION - SECTION 4 SCALE: 3/8" = 1 " 1/4'Oxl' S.S. SIDEWALK BOLT, W/ 3/4' SLOTTED HEAD, FIXED TO INTERNALLY REMOVABLE PANEL (1) THRU KEY HOLE 0 0 6" O.C. W/ WASHERED WING NUT AT REAR WHOSE MNGS HAVE BEEN BROKEN OFF. INTERNALLY REMOVABLE h PANEL 1 I .16751— '--J L—uaRres —{R)KEY HOLE 0 6' O.C. �.:/ DETAIL 3 - INSTALLATION OF 1�I SIDEWALK BOLT Q REMOVABLE PANEL CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REOD E.D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 6 OF 8) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED PRODUCT REMISED as comptytrg with the Fledda Buiding Cade ) Accepwrec Nq 0 Expiration DMe ® °Z ego Miami Dads u I aSRa'�4Is� P4,iSiPn MIAMI-DADE COUNTY �SEE SCHEDULE FOR Min. SEPARATION TO EXI GLASSG CALK -IN OR female PANELMATE ANCHORS 0 W/ 1/4"0-20x1' TRUSS HEAD BOLT* ® 12' O.C. * TRUSS HEAD BOLT TO BE' 9/16 "0 HEAD S.S. MACHINE SCREW W/ LENGTH AS PER NOTES A.2 & B.2 ON SHEET 1. ' 2004 P.E. SEAL/SIGNATURE/DATE CONCRETE ANCHORS (SEE SCHEDULE) o — — � POURED CONCRETE OR CONCRETE BLOCK WALL REO'D Cont. SEE SCHEDULE FOR Min. SEPARATION TO EXIS77NG GLASS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED Cant. 3 y CALK -IN OR female INTERNALLY REMOVABLE PANEL 1 PANELMATE ANCHORS W/ SIDEWALK BOLT CONNECTED TO W/ 1/4'0-20x1' 0 THRU 1/2"0 HOLES AT Q TRUSS HEAD BOLT* 0 0 6' O.0 & FASTENED AT REAR W/ 6' O.C. 7/6'00/32" WING NUT ® EVERY SIDEWALK BOLT. SECTION 5B INTERNALLY REMOVABLE PANEL** LATION SCALE. 3/8" — 1 " INTERNALLY REMOVABLE PANEL SHOWN ON SECTION 5B SHALL ALWAYS BE INSTALLED IN BETWEEN ADJACENT PANELS MOUNTED AS SHOWN ON SECTION 5A. lLECONN6. TILLIT TESTING & ENGINEERING COMPANY 6595 N.W. 36th. St., Ste. 217, ORGIN14 GARDEN. FLORIDA 33166 Phone : (305)671-1530 . Fax , (305)671-1531 e-mail: tl/tecanaol com EB-0006719 WALTER A. 77LLIT Jr., P. E. FLORIDA Lic. J4 44167 t NOTE, INTERNALLY REMOVABLE PANEL SHALL BE PROVIDED W/ AN ADEQUATE REMOVABLE HANDLE IN ORDER TO INSTALL PANEL. F. B.C. (H. V. H.Z.) 0.0295" THICK GALV. STEEL AS SHOWN STORM PANEL SCALE 12/4/03 ALUFAR HURRICANE SHURER5, INC. DATE 13000 N.W. 38th AVE. OPA—LOCKA, FL 33054 03-244 DRAWING No e orxcetrnav I avE I M. No cesr*r MN DATE 19ENEAKC IJIJOI041 3 - - SHEET 4 OF 6 crNaecau 110/20/04 4 1- - CONCRETE ANCHORS \ (SEE SCHEDULE) \ \ POURED CONCRETE L4 OR CONCRETE BLOCK WALL \ REQUIRED Cont. CONCRETE ANCHORS (SEE SCHEDULE) e © CUT END PANEL —fFi POURED CONCRETE W OR CONCRETE I I 2 2'k4"x1/8" J105-H14 OR BLOCK WALL \ I 1 f Cont. 6063-T6 ALLOY Cont. Alum. REQUIRED I I ANGLE SEE SCHEDULE FOR Min. I.— SEPARATION TO EXI517NG GLASS i I) I II W i INTERNALLY REMOVABLE PANELCI LI j I W/ SIDEWALK BOLT CONNECTED 70 SEE SCHEDULE I F THRU 1/2'0 HOLES AT C SERARATION TO FOR Min. I I 0 6" O.0 & FASTENED AT REAR j j I a W/ 7/8"Mx3/52" WING NUT EXISTING GLASS EVERY SIDEWALK BOLT. I I 11/4"M-20x3/4" \ \ S.S. M.S. W/ POURED CONCRETE I j I I 7/8'Ox3/32" WING NUT OR CONCRETE W 112" O.C. POURED CONCRETE BLOCK WALL OR CONCRETE REQUIRED ^ $ I BLOCK WALL _ I I F I REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) Cont. CONCRETE ANCHORS (SEE SCHEDULE) I j DET. 314 I I - I i I a 11 I I � I i I i I 4i I f 1 Lzi Cont. Raoillsviff-Ivagaimuniff WALL MOUNTING INSTALLATION - SECTION 6 SCALE. 3/8" = 1 " * NOTE INTERNALLY REMOVABLE PANEL SHOWN ON SECTION 6B SHALL ALWAYS BE INSTALLED IN BETWEEN ADJACENT PANELS MOUNTED AS SHOWN ON SECTION 6A. t NOTE: INTERNALLY REMOVABLE PANEL SHALL BE PROVIDED W/ AN ADEQUATE REMOVABLE HANDLE IN ORDER TO INSTALL PANEL. PRODUCT REVISED as complying with she Fla" Buiding Code Acceptance ILA Q EXpi fi8149 A 0 q Mid I Da ucs ri4,i..d0.1 MIAMI-DADE COUNTY 1/4'0-20x3/4' S.S. M.S. W/ 7/8'0x3/32' WING NUT ® 6' O.C. CASE E A (Plan) SCALE. • 3/8" = 1" POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS I^--2" Min. 2" 114 POURED CONCRETE OR POURED CONCRETE CONCRETE BLOCK OR CONCRETE BLOCK WALL REQUIRED WALL REQUIRED CONCRETE ANCHORS ® }2" O.C. N 1 „ L-ALTERNATE LEG LOCATION 20x2"x.055" TO 2 xni 055" Cont. Alum, ANGLE OR .080" 3105-HI54 SHEET METAL Alum. BENT PLATE OR 18 GAGE Golv. STEEL ANGLE 1 CASE C (P SCALE: 3/8" = 1 " CONCRETE BLOCK WALL REQUIRED 7.5 X" E.D. = EDGE DISTANCE (SEE SCHEDULE ON X. SHEET 6 OF 8) P.E. SEAL/SIGNATURE/DATE 02003 TILTECO, INC /TIMCOINC.'\ TILLIT TESTING do ENGINEERING COMPANY 6595 N.W. 36th. Sf., Ste. 217, WRCIN14 GARDENS, FLORIDA J3166 Phone : (305)871-1530 . Fox : (3O5)871-1531 e-mail. tllteco®achcom EB-0006719 WALTER A. 77LLIT Jr., P. E. FLORIDA Lic. IF 44167 X\I ��� ������� E 1�h I 1 "OOROOR ' -- J N 11 4 OR2 Max. i �I — 1/4'0 BOLT 41x^,093" 3105-H14 OR ® 12" O.C. 6063- 76 ALLOY Cont. Alum. W/ JACKNUT ANGLE OR 18 GAGE Gatv. STEEL ANGLE CASE B (P SCALE, 3/B" = 1 ' 2' x 4' WOOD STUDS REQUIRED 0 CORNER (Typ.) x x X" CASE D (Plan) SCALE: 3/8' = 1. END CLOSURES DETAIL F.B.C. (H. V. H. Z.) 0.0295" THICK GALV. STEEL AS SHOWN STORM PANEL SCALE ALUFAR HURRICANE SHUTTERS, INC. 12141DATE3 13000 N.W. J8th AVE. OPA-LOCKA, FL 33054 03-244 oa�nlJmax1 DAN I MY. No arwwwN DRAWING No GWEN IJIJO1041 3 SHEET 5 OF 8 MAXIMUM DESIGN PRESSURE RATING W (P.s.f.) Mox. PANEL LENGTH (ft.) (SEE SECTIONS) MINIMUM SEPARATION TO GLASS APPLICABLE TO SECTION I AND ANY COMBINATION OF THEM +90.01 -90.0 8'-O" 2 314" 1 THRU 6 +72.0, -72.0 >8'-0" TO 8'-6" 3 1/8" 1 THRU 6 +66.0, -66.0 >8'-6" TO 8'-9" 3 1/8" 1 THRU 6 +45.0, -45.0 >8'-9" TD 10'-0' 3 1/8" 1 THRU 6 E. D. = EDGE DISTANCE ANCHORS LEGEND ANCHOR ANCHORS MIN. TYPE SPACING TAPCON 3.0" CALK -IN 2.5" PANELMATE 3.0" �It SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. �k Sk MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E. D. LESS THAN 3 112", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE I Min. E. D. FOR CALK-HV ANCHORS IS 2 112"), 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/PANELMATE CALK -IN 3" .86 .75 2 1/2" .71 .50 2" .50 - MAXIMUM DE51GN LOADTAPCONS W s.f. (P ) MAXIMUM ANCHORS SPACING FOR E. Q 3 t/2" + APPLICABLE TO COMB / ANY COMBINATION' ANY OF THEM PANEL rENOMTH"Ut (ft.) CALK -IN PANEMATE TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CON TO MASONRY 12" 12' 12" 12" 12" 12" 1 (TOP) - -- 12" 12" 12" 12" 1 (BOTTOM) - - 12" 12" 12" 12" 2 (TOP & BOTTOM) 12' - 12' - 12' - 34 & 3B (TOP) 12' 7 1/2' it" 7" 12" 6 1/2' 34 & JB (BOTTOR) 12' 12" 12' 12' 12" 12' 4 (70P) +45.0, -45.0 12" 12" 12' 12' 12" 12" 4 (BOTTOM) B)-9" 12" 12" 12" 12" 12" 12' 54 & 5B (TOP) - - 12' 12" 12' 12' 54 (BOTTOM) - - 6" 6" S. 6" 5B (BOTTOM) 12' 12" 12' 12' 12" 12" 6A & 6B (TOP) 12" 12" 12" 12' 12" 12' 6A (BOTTOM) 9" 4" 1 8 1/2" 4" 9 1/2" 3 1/2' 6B (BOTTOM) 12" 11 1/2' 12" 11 112" 12" 11" 1 (TOP) - - 12" 6" 12" S. 1 (BOTTOM) - - 12' 6" 12' 6' 2 (lOP & BOTTOM) 12" - 12' - 12" - 3A & 3B (TOP) 12' 7" 9 1/2" 6" 12" 5 1/2" 3A & 3B (BOTTOM) 12" 11 1/2" 12' 11 1/2' 12" it. 4 (TOP) +45.0, -45.0 12" 11 1/2' 12" 11 112" 12" it" 4 (BOTTOM) TO 12' 11 1/2" 12" 11 1/2' 12" it" 54 & 5B (TOP) 10'-O" - - 12" 6" 12" 6" SA (BOTTOM) - - 6' 6" 6' 6' 58 (BOTTOM) 12" 11 1/2" 12" 11 1/2" 12" if, 6A & 68 (TOP) 12' 11 1/2" 12' 11 1/2" 12" it" 6A (BOTTOM) 9" 4" 8 1/2" 4" 9 1/2' 3 1/2" 6B (BOTTOM) 12" 7" 12' 7' 12' 6 1/2" 1 (TOP) - - 12" 6" 12' 6' 1 (BOTTOM) - 12' 6' 12" 6" 2 (TOP & BOTTOM) 11 1/2" - 9' - 12" - 3A & 3B (TOP) 9" 7 1/2" 5" 10 1/2" .4 1/2" 34 & 38 (BOTTV) 12" 9" 12" 9" 12' B 1/2" 4 (TOP) +66.0. -66.0 12" 9" 12" 9" 12" 8 1/2" 4 (BOTTOM) B'-9' 12' 7" 12" 7' 12' 6 1/2' 5A & 5B (TOP) - - 12' 6" 12" 6" $A (BOTTOM) - - 6" 6' all 6" 5B (BOTTOM) 12" 7" 12' 7' 12' B 1 f2' 6A & 6B (TOP) 12" 9" 12" 9" 12' 8 1/.2" 64 (BOTTOM) g' ¢" 8 1/2" 4" 9 1/2" s 1/2" 6B (BOTTOM) PRODUCT REVISED as complying with the F10.4dB Balding Code Acceptance No 0 - 0 " 0 Expa lion i�te 2 d q By rMia a Dad ud COST 09 MIAMI-DADE COUNTY OCT 12004 P.E. SEAL/SIGNATURE/DATE MUM LOAD MAXIMUM ANCHORS SPACING MR E. D. - 3 112' "* APPLICABLE TO noNs / ANX/MUM ANY COMBINATION OF THEM PMI£L R" (ft.)S.f) TAPCONS CALK -IN PANELAC47E TO CONCRt7 TO MASONRY TO CONCR TO MASONRY To CONGR TO MASONRY r 12" 12' 12" 12' 12" 11 1/2" 1 (TOP) - - 12' 12 12" 6" 1 (BOTTOM) - - 12" 12' 12" 6" 2 (TOP & BOTTOW 12° - 12" - 12" - 3A & 3B (TOP) 12" 7" to" 6 1/2" 12" 6" ]A & SB (BOTTOM) +72.0, -72.0 12" 12" 12" 12 12" 11 1/2' 4 (70P) 6'-O" 12" 12' 12" 12 12 11 1/2' 4 (BOTTOM) 12" 1 12" 12' 12' 12" 11 1/2" 5A & 5B (TOP) - - 12' 12" 12" 6" 5A (BOTTOM) - - 6" 6" 6' 6" 5B (BOTTOM) 12' 12' 12" 12 12' 11 1/2" dA & 6B (TOP) 12' 12" 12' 12' 12' 11 1/2" 6A (BOTTOM) g' ¢" 1 8 1/2" 4" 9 1/2" 3 1/2' 6B (BOTIVY) +72.0, -72.0 12' 5 1/2' 12' 5 1/2' 12" 5 1/2" 1 (MP) To 8'-6- - - 12" 6' 12' 6" 1 (BOTTOM) - - 12" 6' 12" 6" 2 (TOP & BOTTOM) it" - B 1/2" - 12" - 3A & 39 (TOP) 8 1/2" 5" 7" 4 1/2" 9 1/2' 4" 3A & se (BOTTOM) 12" 8 1/2' 12' 8 1/2" 1 12' 8" 4 (70P) 12" 8 1/2' 12" 8 1/2' 12" 8" 4 (BOTTOM) 12" 5 1/2" 12" 5 1/2' 12" 5 1/2" 5A & 5B (TOP) - - 12" 6" 12" 6" $A (BOTTOM) - - 6" 6" 6' 6" 56 (BOTTOM) 12" 5 1/2" 12' 5 1/2" 12" 5 1/2" 64 & 6B (TOP) 12" 8 1/2" 12" 8 112" 12' 8' BA (BOTTOM) _ - - - - - 6B (BOTTOM) 7 112" - 7" - 7 1/2' - 1 (TOP) - - 12' 6" 12" 6" 1 (BOTTOM) - - 12' 6' 12" 6" 2 (TOP & BOTTOM) t90.0, -90.0 9" - 7' - to' - 3A & 36 (TOP) 8'-0' 7" 4" 6" 3 112 B. 3 1/2' 34 & 3B (BOTTOM) 12" 6 1/2" 12' 6 1/2' 12' 6" 4 (TOP) 12" 7' 12' 17" 12' 6 112" 4 (BOTTOM) 7 1/2' - 7" - 7 1/2' - 5A & 59 (TOP) - - 12" 6" 12" 1 6" 54 (BOTTOM) - - 6" 6" 6" 5B (BOTTOM) 7 1/2" - 7" - 7 1/2" - 6A & 69 (TOP) 12" 7" 12' 7" 12" 6 1/2" 6A (BOTTOM) (BOTTOM) 02003 TILTECO. INC TAT COIN. _\ TILLIT TESTING & ENGINEERING COMPANY Y5 N.W. 36th. St., Ste. 217, WRGINM GARDENS, FLORIDA 33166 Phone : (J05)871-1530 . Fax : (305)871-1531 e-moil: Ultec0000l.com EB-0006719 WALTER A. 77LLIT Jr., P. E. FLOR04 Lic. 1 44167 F. B. C. (H. V. H. Z.) 0.0295" THICK GALV. STEEL AS SHOWN STORM PANEL SCALE 1214103 ALUFAH HURRICANE SHUTTERS, INC. DATE 13000 N.W. 3Bth AVE. OPA-LOCKA, FL 33054 03-244 e DEMIPAON I DATE I REV. No I ar"rWR DATE DRAWING No GENOW IJIJ01041 3 1 SHEET 6 OF 8 s WOOD HEADER 77 REQ D. 1/4"03" WOOD SCREWS 0 6" O.0 W/1 i12" Min. PENETRATION TO EXISTING WOOD HEADER. a 0 h 1 q 0 SEE SCHEDULE i FOR Min. _ SEPARATION TO EXISTING GLASS 1/4"00" WOOD SCREWS 0 6" O.0 W/ 1 i12" Min. PENETRATION TO EXISTING WOOD HEADER. 1/4"6-20x1/2" S.S. a MACHINE BOLT W/ NUT & WASHER ® 12" O.C. 1"-rI i„ AI Cont. 4 CONT. 5 1 r zu! y WOOD HEADER CONT. W •� v� REQ'D. SEE SCHEDULE FOR Min. SEPARATION TO EXISTING GLASS II I � I i SEE SCHEDULE FOR Min. I It SEPARATION TO EXISTING GLASS SEE SCHEDULE II FOR Min. SEPARATION TO I I 7/8"03/32 Z Cant EXISTING GLASS WING NUT 0 2 EVERY STUD a w 7/8"00/32" WING NUT ® 12" D.C. W i e 0 EVERY STUD ® 6" 0.0 (I REMOVE 2 STUDS AT OVERLAP °a INTT, REMOVABLE PANEL BETWEEN �•S & ADJACENT PANEL AND OPEN t, 1/2"0 HOLES AT ® TO ACCEPT Cont. STUDS FROM INTERNALLY 1� REMOVABLE PANEL 1/4"Oxf i12" WOOD L- 2"x6" WOOD i14"mxl 1/2" WOOD SCREWS ® 6" 0.0 TO DECK REQUIRED SCREWS 0 6" O.0 TO EXISTING WOOD HEADER. EXISTING WOOD HEADER. 4"x8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 7/8"Ox3/32" WING NUT ® EVERY STUD ® 12" O.C. —7 a b C �W Vf ( c� DET. 3/4 INTERNALLY REMOVABLE PANEL 0 W/SIDEWALK BOLT CONNECTED TO ® THRU 1/2"0 HOLES AT 0 12" O.0 & FASTENED AT REAR W/7/8'03/32" WING NUT ® EVERY SIDEWALK BOLT. 1 7/16" Min. 2 x6" WOOD DECK REQUIRED ALTERNATIVE ALTERNATIVE 28 ADJACENT PANELS INTERNALLY REMOVABLE PANEL** NOTE FOR COAIBIMMW OF SEL^1/ONS: FLOOR/ WALL/ CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS ON EXISTING WOOD SCALE. 3/8" = 1 " PRODUCT REVISED as complying with the Florida Buiding Grade�� � • O Acceptance Nts Ex Ira Da te 011 Ml WAM -DADE COUNTY 1/4"03" WOOD SCREWS ® 6" O.C. W/ 1 1/2" Min. PENETRATION TO EXISTING WOOD BEAM III il SEE SCHEDULE FOR Min. SEPARATION TO EXISTING GLASS II f NOTE. z INTERNALLY REMOVABLE PANEL SHALL BE REMOVABLE y PROVIDED W/ AN ADEQUATE ¢q W HANDLE IN ORDER TO INSTALL PANEL. O� * NOTE.• INTERNALLY REMOVABLE PANEL SHOWN ON ALTERNATIVE 28 SHALL ALWAYS BE INSTALLED IN BETWEEN ADJACENT PANELS MOUNTED AS SHOWN ON ALTERNATIVE 2A. 1 "x4x1/8" (Min.) 6063-T5 Alum. TUBE W/ (2) 5/16"04" WOOD SCREWS TO EACH RAFTER OR TRUSS LOCATE SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2" Min. PENETRATION. Cont. 5 w e �^ 4 of ZZ NO i. INSTALLATIONS ARE VALID ONLY FOR DESIGN WIND LOADS AND Max. PANEL LENGTHS AS PER SCHEDULE ON SHEET 6 OF 8. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 200 P.E. SEAL/SIGNATURE/DATE 020UJ TiLTECO, INC IL ECO ANC. TILLIT TESTING & ENGINEERING COMPANY 15 N.W. Nth. St., Ste. 217, WROINW GARDENS, FLOR04 M166 Phone : (305)871-1530 . Fax : (305)871-1531 e-mo//.-tl/teconcol.com EB-0006719 WALTER A. TILLIT Jr., P. E. FLORIDA Lic. jf 44 f 67 .500-_- �I1103/4" S.S S.M.S. IIa 6" O.C. II SEE SCHEDULE FOR Min. SEPARATION TO EXISTING GLASS WOOD TRUSSES OR RAFTER ® 24" O.C. REQUIRED EQ ! EQ I_ .500" iN�I i i �J Cont. �2i W ALTERNATIVE 5 & ANCHOR LOCATION AT BOTTOM SCALE: 1/4" = 1" NOTE : SHUTTER TRACKS NOT SHOWN FOR CLARITY F. B. C. (H. V. H. Z.) 0.0295" THICK GALV. STEEL AS SHOWN STORM PANEL SCALE 121410J ALUFAR HURRICANE SWIMS- INC. DATE 13000 N.W. 38th AVE. OPA-LOCKA, FL 33054 03-244 DRAWING No SHEET 7 OF 8 0 h N WOOD HEADER II REQUIRED I I SEE SCHEDULE FOR Min. SEPARATION TO —` EXISTING GLASS II II II II II u I 2"x4" PLATE REQUIRED ►: •: . R 1/4"03" WOOD SCREWS ® 6" O.C. W/ 1 1/2" Min. PENETRATION TO EXISTING WOOD HEADER. N� WOOD HEADER REQUIRED W/Sh SHEET 1/2"d HOL AT R50 W W 1/4"03" WOOD SCREWS ,o 6" O.C. W/ 1 1/2" Min, PENETRATION TO EXISTING WOOD HEADER. R4 VI] Q 0 N� 2 1/4" 0-20 ELCO MALE/FEMALE { PANELMATE 0 6" O.C. J W/ 1 7/8" PENETRATION TO 1/4" 0-20 ELCO MALE/FEMALE EXISTING WOOD PLATE PANELMATE 0 6" O.C. SEE NOTE 6 A.2 & 6 B.2 FOR 2 x4" PLATE SCREWS REQUIREMENT FOR REQUIRED W/ 1 7/8" PENETRATION TO EXISTING WOOD PLATE FEMALE PANELMATES ON SHEET 1 SEE NOTE 6 A,2 & 6 8.2 FOR SCREWS REQUIREMENT FOR ALTERNATIVE 6B FEMALE PANELM4TES ON SHEET 1 INTERNALLY REMOVABLE PANEL** ** NOTE.• INTERNALLY REMOVABLE PANEL SHOWN ON INTERNALLY REMOVABLE` PANEL SHALL BE' ALTENAT/VE 68 & 88 SHALL ALWAYS BE PROVIDED W/ AN ADEQUATE REMOVABLE INSTALLED IN BETWEEN ADJACENT PANELS HANDLE /N ORDER TO INSTALL PANEL. MOUNTED AS SHOWN ON AL7ENA71VE 6A & 8A. PRODUCT REVISED as complying with the Ebrift Residing Code Acceptlance Na0 "' Expiration Darien (> p C1 lty 7 q. Minihe Dad ucat 58QL Div seers MIZI—DADE COUNTY 1/4" 0-20 ELCO MALE/FEMALE PANELMATE 0 6" O.C. II SEE SCHEDULE W/ 1 7/8" PENETRATION TO PLATE. FOR Min. I { EXISTING WOOD SEE NOTE 6 A.2 & 6 8.2 FOR SEPARATION TO II EXIS77NG GLASS I I 1/ 4" d—20x3/4" SCREWS REQUIREMENT FOR FEMALE PANELMATES ON SHEET 1 I I SS. M.S. W/ I 7/8"03/32" WING NUT 12" D.C. W I I Q � I I 2 x4" PLATE ! O Cont. :I I REQUIRED 1/4"dx3' WOOD SCREWS 0 6" D.C. W/ 1 1/2" N Min. PENETRATION TO I EXIS77NG WOOD PLATE. ALTERNATIVE BA (� i ADJACENT PANELS WOOD HEADER II Le SEE SCHEDULE FOR Min. REQUIRED I I— II II I II I I � EXISTING GLASS II I I I I I I II II I I I 1v I I II I DETAIL 314 -AL Ca it I I INTERNALLY REMOVABLE PANEL 1 W/SIDEWALK BOLT (SEE OETAIL 3 ON II i SHEET 4 OF 8) CONNECTED TO 2 THRU a 1/2"0 HOLES AT 2 0 6" O.0 & o FASTENED AT REAR W/ 7/8%3/32" II I I WING NUT 0 EVERY SIDEWALK BOLT. SEE SCHEDULE I ,I I�FOR MJn. 1 II SEPARA7ON TO I I I II I I I EXISTING GLASS I I I I I u I i I I e o 1n . , 1/4"d-20x3/4" 7/8'dx3/32/ WING NUT 6" O.C. I I I I I 2 x4" PLATE REQUIRED 1/4"dx3" WOOD SCREWS 2 x4" PLATE REQUIRED 1/4" 0-20 ELCO MALE/FEMALE O 6" O.C. W/ 1 1/2" Min. PENETRATION TO PANELMATE 0 6" O.C. W/ 1 7/e" PENETRATION TO ALTERNATIVE 8B EXIS77NG WOOD PLATE. EXISTING WOOD PLATE SEE NOTE 6 A.2 & 6 B.2 FOR INTERNALLY REMOVABLE PANEL** SCREWS REQUIREMENT FOR FEMALE PANELMATES ON SHEET 1 ALTERNATIVE 7 ALTERNATIVES-8 NOTE FOR COUBM77ON OF SEC710N8: WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. P.E. SWT/SIG A &/DATE 02003 TILTECO, INC L E C O .NC. T/LLIT TESTING & ENGINEERING COMPANY 15 N.W. 36th. St., Ste. 217, VIR N4 aWENS, FLORIN 33166 Phone . (JOV71-1530 . For. (3OS)871-1531 e—mail: Ulteco®aaLcam EB-0006719 WALTER A. TILUT Jr., P. E FLORIDA Lid. J 44167 NQIES: 1. INSTALLATIONS ARE VALID ONLY FOR DESIGN WIND LOADS AND Max. PANEL LENGTHS AS PER SCHEDULE ON SHEET 3 OF 6 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 0.0295" THICK GALV. STEEL STORM PANEL ALUFAR HURRICANE SHUTTERS, INS 13000 N.W. 38th AVE. OPA—LOCKA, FL 33054 GME. F. B. C. (H. V. H. Z.) AS SHOWN SCALE 7214103 DATE 03-244 DRAWING No SHEET 8 OF 8