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2000 SHUTTERSPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address /,„2.‘:,c /V/ ?1 ,.51 Tax Folio //— d /4 0 /k &d6 1- ;o "Y& al intcPrtt Norio 131 11- Legal D PA y6- / ( / Historically Designated: Yes No Owner/Lessee / Tenant 4 AV / / aan Master Permit # Yk . ) 7 Owners Address /(26'd j1i Qy s Phone S 7..58 7 '3 Contractin Co. L $ -k21t5 Address 1 3730 c`r' 23r Qualifier A) /9 LE 1 ()itc2 ! ss# Phone 9.24 18 c L 9(,65 53 3QS i7 a 33 State # Municipal # Competency # ns. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 5 I 141 � V (/ L ✓ � 5 Square Ft. C Z Estimated Cost (value) >) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. �. PETER Q NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC713345 My Commission Expires: FEES: PERMIT V RADON APPROVED: Zoning Mechanical C.C.F. , 3 Building Si Electrical NOTARY PUBLIC STA fo F FLORIDA COMMISSION NO. CC713345 MY C oMMTSSION FXP Fria g200, J Notary as to Contractor or Owner-Bun - My Commission Expires: NOTARY BOND ate 4/ (5 Date Plumbing Structural Engineer NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. I T / _ `_u /61 _G. STATE OF FLORIDA: COUNTY OF DADE: OOROi45495 2000 JAN 31 10 :4 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: �/ 6C s I C' � G' " ' gyp./ I3 6( (5 /i/ 9, Sf 1)L,tia- ?u 5%Z /; ;/ 53[7,5? 2. Description of improvement: 79/12 t c.< -( S L ' Interest in property: 4. Contractor's name and address: Amount of bond $ 6. Lender's name and address: Name and address: Sig . - ture P t_244 or'to a otary Pu ti rint Not t Name ALAN A T 1 ( 1 G subscribed before me this day of • • OFFICIAL NOTARY SEAL 3. Owner(s) name and address: Ai/ 61 A ) /t / 8)- Name and address of fee simple titleholder: A Ai/ ic%'g, " /��. 5. Surety:(Payment bond required by owner from contractor, if any) ,; i` - Name and address: " ti.. 1 Ce A/ qy .St 7226e,1ce-- . 7 3.3iiT ,19 OF FLORIDA, COUNTY 0' DADE ; r:£4Y CERTIFY t: this is a tru. ooy Qf the day O. A o 'Z :, f! - l , ^d 01'4i,! Seal. ■d 'i,[F, oF C'r -,'t :ndCountyQoEt' 7. Persons within the State of Florida designated by Owner upon whom noticei or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, , 46)0/- c'' /L/ i'- &. //_` 9 -Cd-u. 0-441 ?3/ 35 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Prepared by: Address: Manufacturing, Inc. ace4tot Se LICENSED & INSURED CC # 98- 8919 -AE -X BROWARD COUNTY February 14, 2000 Miami Shores Building Department 10050 NE 2n Avenue Miami Shores, FL 33138 Dear Building Official, We are the Dade County Notice of Acceptance Holder for .063 Aluminum Storm Panels under number 98- 0114.01. This letter authorizes Ocean Shutter to use our .063 Aluminum Storm Panels approved under number 98- 0114.01 at the following job: Sincerely, Lucille A. Marino President 4900 N.E. llth Ave. • Fort Lauderdale, Florida 33334 Office: (954) 489 -9797 • Fax: (954) 489 -7799 • Toll Free (888) 489 -9797 Kornbluh 1260 NE 94` Street Miami Shores, FL 33138 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. The Ultimate in Hurricane Protection Specializing in: New Construction • Highrises • Commercial • Panels • Accordions • Roll -Up DATE : February 14, 2000 BUILDING DEPARTMENT DEAR SIR : BUILDING OFFICIAL We are the Dade County Notice of Acceptance Holder for: HT 100 ACCORDION SHUTTER, under Product Control NO. 99 This letter authorizes OCEAN SHUTTERS to use our above named product at the following job site: KORN BLUH Job Owner Name 1260 N.E. 94 ST. Job Address MIAMI SHORES, FL. 33138 Job City. State & Zip Code Most Respectfully, CORPORATE SEAL GL Elisardo Forte Hershey Owner /President Forte's Accord ivh Minors CO, 13280 N.W. 43rd Avenue, Suite # 2 Opa- Locka, Florida 33054 Tel: (305) 687 -7776 E -Mail Address: forteshutters @aol.com Fax: (305) 687 -9407 Al Kornblum 1260 NE 94 St l' Miami Shores FL 33138 7 8 3 2 1 15 11011 12 I9 13 141 78' 63' 1 77 X 90 Mean Window 78" 2 53X39 3 53 X 39 Mean roof 120" 4 38X52 5 38 X 52 6 106X52 7 106 X52 8 106 X52 9 36X89 10 116X84 11 116X84 12 223 X84 13 112X39 14 107X39 15 99X84 EXISTING TRUSS EXISTING EXTERIOR FINISH #12 x 3/4" TEK SCREW (al 12" O.C. 2 -1/2 ' � III III WI/ ,, 11f e r I • i I EXISTING WINDOW SOFFIT MOUNT SECTION SCALE HALF SIZE GENERAL NOTES; 1. USE IN CONJUNCTION WITH KA, INC. DRAWING No 98 -810 FOR ADDITIONAL NOTES AND DETAILS. 2. MAX. DESIGN LOAD = ± 60.0 P.S.F. 3. MAXIMUM SHUTTER LENGTH = 7' - 0 ". 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOTIFY THIS OFFICE OF ANY DISCREPANCIES. TWO 1/4"0 WOOD LAG SCREWS p 24" O.C. W/ 2 -1/4" MIN. PENETRATION INTO EACH TRUSS x 4" x 1/8" CONT. 6063 T -6 ALUM. BOX BEAM APPROVED ACCORDION HEADER -•--- APPROVED X ACCORDION 4 SHUTTER E sheet no. 1 of 1 drawing no SK00 -072 l f date 10/03/97 [ scale: AS SHOWN f design by: MO drawn by: MCI f checked by V JK SOFFIT MOUNT INSTALLATION DETAIL KORNBLUH RESIDENCE 1260 N.E. 94th STREET MIAMI SHORES, FLORIDA KNEZEVICH & ASSOCIATES, INC. CONSULTING ENGINEERS • PRODUCT TESTING 1200 N. UNIVERSf1Y DRIVE, SURE 180 • FORT LAUDERDALE, FL 33322 TEL: (964) 382 •2000 • FAX (964) 382•2809 • FLORIDA COA 03206 VEBSRE: V VANEZEVIQLCOM • E-MAIL KNiRCNEZEVICKCOM COPYRIGHT'S 2000 KNEZEVICH & ASSOCIATES, INC. MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Forte's Accordion Shutter Corp. 13280 N.W. 43rd Ave Bay # 2 Opa Locka FL 33054 CONTRACTOR ENFORCEMENT SECTION (305) 375 - 2966 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375-2902 FAX (305) 372-6339 HT 100 Accordion Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1116.02 Expires:01 /13/2003 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Approved: 01 /13/2000 BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Internet mail address: postmaster ©buildingcodeonline.com CONDITIONS ktie MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375.2903 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Chief Product Control Division rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.huildingcodeonline.com Forte's Accordion Shutters Corp. ACCEPTANCE No.: 99- 1116.02 APPROVED JAN 1 3 2000 EXPIRES JAN 1 3 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves an aluminum accordion type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -856, titled "HT100 Accordion Shutter ", prepared by Knezevich & Associates, Inc., dated July 23, 1996, last revision #6 dated June 10, 1999, sheets 1 through 6 of 6, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A. Makar, P.E., Product Control Examiner Product Control Division 2 of 3 Forte's Accordion Shutters Corn. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE ACCEPTANCE No.: 99- 1116.02 APPROVED JAN 1 3 2000 EXPIRES . JAN 1 3 2003 A Helmy A. akar, P.E., Product Control Examiner Product Control Division 3 of 3 620 j 11 ..055 12 • 076 HEADER -CLG. 0 MOUNTED SCALE HALF SIZE 1_zr 282 TYPE 1 EITHER TYPE 1 OR TYPE 2 SLAT IS ACCEPTABLE. THESE SLATS ARE INTERCHANGEABLE GENERAL NOTES: 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION. 2 POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES " .TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3 ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U 0 N. 4 EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING CENTERMATE AS FOLLOWS. FORTES ACCORDION SHUTTERS OPA LOCKA. FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5 ALL BOLTS AND WASHERS SHALL BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, OR GALVANIZED STEEL WITH A MIN. Fy a 33 KS,. POP RIVETS SHALL BE 3/16"0 5052 ALUM ALLOY 6 ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER IVERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 7 THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE w/ MIAMI -DADE COUNTY PROTOCOLS PA 201. 202, AND 203. 8 DESIGN 15 BASED ON CONSTRUCTION TESTING CORPORATION IETC) TEST REPORT No 96 -024 AND 96 -037. 9. TOP DETAILS MAY ALSO BE USED AS SILLS. 10 FLOOR TRACKS MAY BE REMOVABLE AT NON- STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS CALK - IN ANc1(ons 11 THE PERMIT HOLDER SHALL VERIFY THE ADEOUACY OF THE EXISTING STRUCTURE 10 SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 12. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS EMBEOMENTLENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. r1 0 4 TYP. SLATS TYPE 2 SCALE- HALF SIZE SCALE- HALF SIZE 1 1..055 12 = 076 13 . 097 O HEADER 2 WALL MOUNTED SCALE. HALF S ZE .T rn O O 0 0 ga ADAPTER SLAT 0 248 ANGLE 060 7 MIN - 5' MAX SCALE HALF SIZE SCALE HALF SIZE 0 048 0 384 0 107 r1 . 055 r2 = 076 r3 = 125 SCALE: HALF SIZE 2.775 2.586 3 840 MAX 0 BUILD -OUT WALL HEADER .165 I.D. 285 O.D. 060, H 060 060- 08 250 949 1.391 1 891 O SCALE: HALF SIZE STAINLESS STEEL ASSEMBLY I I 4600 HOLE • NYLON WHE PIVETED IN PLACE 058 1100 I— 251 ROLLER ASSEMBLY 1 840 D 1375 ITYP. 21 I 91.5 2 0 600;1,:. n � ''�,/) 11 . 393 1 11 J - 7V. 71 0.32610.620 1 840 .956 517 I I O tan O g CENTER MATE 1 10 CENTER MATE 2 m 222 J1-050 I I( � HOBO 13761148E1 37 1400 f INSERT SCALE HALF SIZE x230 MAX 300 TOP 0483 r2 --- 097 N1 0 P 0 O -1 375 0 SCALE HALF SIZE SCALE FULL SIZE 210 2 420 r1 ..055 12 = .076 13 = 097 SILL -WALL O MOUNTED O ADJ. SILL -TOP O ADJ. SILL -BOT. 0 FLAT END SLAT SCALE HALF SIZE 2.984 485 �]3o MAX BOTTOM CARRIER BUSHINGS SCALE HALF SIZE 1/8" THICK STAINLESS STEEL 230 MAX 300 1 O O 4 '0 1350" I I S00" 5 LOCKING CLIP SCALE HALF SIZE 151' 1 600 I I 7" � � I r2-- 1 II t2 r 2 14831 875 14831 1840 r 1 = 055 r2 . 076 WALKOVER SILL 16 FLOOR MOUNTED SCALE. HALF SIZE CENTER MATE 1 W/ LOCKING ROD SCALE: HALF SIZE 0 1.533 055 a ITYP 1 SCALE HALF SIZE 360 310 550 SCALE H ALF SIZE SCALE HALF SIZE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE /x, 00 BY PRODUCT COrTIROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 96/- ///&.o2_ 1250 1 90° END SLAT SCALE. HALF SIZE 1.250 1 985i.0 050 1 SCALE. HALF SIZE 3 465 CENTER MATE 2 W/ LOCKING ROD 080 4 0 505" R 150 ` C LOCKING ARM ALIGNMENT BUSHING (NYLON) INSIDE HANDLE SHIM (NYLON) SCALE. HALF SIZE w 3 z 0 O Q 0 dare 0 10983 n0 99 -856 sneer 1 of 6 Z i ° (O • W ▪ 0 01 r I V.J. 1EV H PI V .J. C NAL NGINEEII ■FL ■ se No y 07/23/96 � 'T[ale — e rr avn pTI S NOTED q de a■qn Ly r.eck•rl I,y z a N ./ I SINGLE ARM LOCK SINGLE ARM LOCK 11 /03/99 11: I B BOTTOM TRACK N.T.S. TYPICAL ELEVATION SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIOE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SEE FASTENER SCHEDULE OPTIONAL DRILL 5/8"I5 HOLE FRO BOTTOM OF EXTRUSION BEFORE ASSEMBLY FOR TRUSS HEAD 8011 )TYP PLAN VIEW o � VARIES - NO LIMIT SCALE 3 1'- 0" LOCKING MECHANISM CAN BE p 18 ABOVE OR BELOW CENTER (SEE NOTE 61 (DOES NOT REPLACE SINGLE ARM LOCK OPTIONAL CLOSER HANDLE (DOES NOT REPLACE S NGLE ARM LOCK) OPTIONAL CLOSER HANDLE 1-1/2" MIN 1 -1/2 MAX JOINT BE TwEEN REMOVABLE AND FIXED SILL 1" x 1" x 1/8" ALUM. ANGLE W/ 3/16 "0 POP RIVETS Cal 6" 0C. PLAN VIEW (TYP) SECTION REMOVABLE FLOOR TRACK DETAIL FASTENER - TYPE 4' SEE SECTION H ON SHEET 3 FOR COMPLETE INFORMATION FASTENER Cal ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) FASTENER p 2L 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). ASSEMBLY OPTIONAL ACCESS HOLE EXIS TING STRUCTURE 0 O SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER —MIN SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 51. DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE — INSIDE CLOSURE "T" HANDLE W/ SHIM TYPICAL PLAN VIEW SCALE_ 3 • 1' -0" — MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE.-1 INSIDE CLOSURE "T" HANDLE W/ SHIM SINGLE ARM LOCKING C MECHANISM AT CENTER OR SIDE OF SHUTTER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 17 OPTIONAL PLAN VIEW SCALE 3" • 1' -0 " 2S"0 uSEO wiTH PIECES Oa ANO LOCKING PIN SCALE 7 • 1 - -0 FASTENER (D 2L" 0 C ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). EXISTING / GLASS (TYP I 6 - 1/2" FASTENER Cd 24 - O C . 15E6 ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING GLASS — 6 - 1/2" 2" M1N 2" MIN SCALE. HALF SIZE APPROVED PS COMPLYING WITH THE SOUTH F1ORIDA BUILDING CODE DAT T ELL PRODUCT Co TROL DIV!SiON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. / //'nZ CARRIER BUSHING 12 7/16" 0.0. x 0.6 " LONG NYLON TOP BUSHING 3/8" 0 0. x 0.90" LONG NYLON BOTTOM BUSHING 0 810 x 2" SMS. MANUFACTURED FROM tt1.10HT OR 18 -8 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING b .L60'3 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP b BOTTOM) 4 10 x 3" SMS. MANUFACTURED FROM 8L10HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING b 4.60 "0 x 050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP b BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY UU 2 0 • 0 0 3 18 0 0 IA 0 V.J. KN PROFESS a 3 0 0 F W 3 I N I 0 w I 0 01 O W In z w U J 0 0 I 1 ' ale dra�+n on aS NO1(OJ C . ly1C21: «: 81 dr•v.flg flu 99 -856 1 r sheet 2 of 6 1 SECTION 0 TOP TRACK� AL T T. L LOCATION O • MECHANISM OF o SINGLE ARM LOCK SINGLE ARM LOCK 11 /03/99 11: I B BOTTOM TRACK N.T.S. TYPICAL ELEVATION SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIOE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SEE FASTENER SCHEDULE OPTIONAL DRILL 5/8"I5 HOLE FRO BOTTOM OF EXTRUSION BEFORE ASSEMBLY FOR TRUSS HEAD 8011 )TYP PLAN VIEW o � VARIES - NO LIMIT SCALE 3 1'- 0" LOCKING MECHANISM CAN BE p 18 ABOVE OR BELOW CENTER (SEE NOTE 61 (DOES NOT REPLACE SINGLE ARM LOCK OPTIONAL CLOSER HANDLE (DOES NOT REPLACE S NGLE ARM LOCK) OPTIONAL CLOSER HANDLE 1-1/2" MIN 1 -1/2 MAX JOINT BE TwEEN REMOVABLE AND FIXED SILL 1" x 1" x 1/8" ALUM. ANGLE W/ 3/16 "0 POP RIVETS Cal 6" 0C. PLAN VIEW (TYP) SECTION REMOVABLE FLOOR TRACK DETAIL FASTENER - TYPE 4' SEE SECTION H ON SHEET 3 FOR COMPLETE INFORMATION FASTENER Cal ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) FASTENER p 2L 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). ASSEMBLY OPTIONAL ACCESS HOLE EXIS TING STRUCTURE 0 O SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER —MIN SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 51. DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE — INSIDE CLOSURE "T" HANDLE W/ SHIM TYPICAL PLAN VIEW SCALE_ 3 • 1' -0" — MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE.-1 INSIDE CLOSURE "T" HANDLE W/ SHIM SINGLE ARM LOCKING C MECHANISM AT CENTER OR SIDE OF SHUTTER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 17 OPTIONAL PLAN VIEW SCALE 3" • 1' -0 " 2S"0 uSEO wiTH PIECES Oa ANO LOCKING PIN SCALE 7 • 1 - -0 FASTENER (D 2L" 0 C ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). EXISTING / GLASS (TYP I 6 - 1/2" FASTENER Cd 24 - O C . 15E6 ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING GLASS — 6 - 1/2" 2" M1N 2" MIN SCALE. HALF SIZE APPROVED PS COMPLYING WITH THE SOUTH F1ORIDA BUILDING CODE DAT T ELL PRODUCT Co TROL DIV!SiON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. / //'nZ CARRIER BUSHING 12 7/16" 0.0. x 0.6 " LONG NYLON TOP BUSHING 3/8" 0 0. x 0.90" LONG NYLON BOTTOM BUSHING 0 810 x 2" SMS. MANUFACTURED FROM tt1.10HT OR 18 -8 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING b .L60'3 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP b BOTTOM) 4 10 x 3" SMS. MANUFACTURED FROM 8L10HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING b 4.60 "0 x 050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP b BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY UU 2 0 • 0 0 3 18 0 0 IA 0 V.J. KN PROFESS a 3 0 0 F W 3 I N I 0 w I 0 01 O W In z w U J 0 0 I 1 ' ale dra�+n on aS NO1(OJ C . ly1C21: «: 81 dr•v.flg flu 99 -856 1 r sheet 2 of 6 1 MIN. SHUTTER SEPARATION FROM GLASS )SEE SCHEDULE SHEET 51 GLASS OR DOOR 0 W 0 0 - -GLASS OR DOOR 1/2 i1 /2° SCALE : 3 "r. V - 0" 11 CONT 1/2 CONT. — EMBED SCALE 3 ". 1' 0" ROLLER ASSEMBLY 0 1/2 TYP. EVERY OTHER PIN O FASTENER. SEE ANCHOR SCHEDULE- REFERENCE CONNECTION 'TYPE 1• O WALL MOUNT SECTION A EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECT ION 'TYPE 5 BUT DO NOT EXCEED 6 SPACING (SEE SCHEDULE SHEET SI 9- 3/16" MAX ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES ITYP ) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 5• BUT DO NOT EXCEED 6" SPACING it CONT EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE SEE ANCHOR SCHEDULE, TYP FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 1• O 1/2" TWO 1 /L -20 MACHINE BOLTS w/ NUT OR au. TEK SCREW 12 0.C. (TYP., TOP J. BOTTOM) MIN SHUTTER SEPARATION FROM GLASS CONT NOTE BOTTOM MOUNT DETAIL MAY BE USED AT TOP. 11 CONT 1/2" 11 CONT O BUILD -OUT MOUNT SECTION E 1/4" MAX. 1 /L MAX t r I1 /2- MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 51 GLASS OR DOOR 3/16 "m POP RIVET OR aT2 TEK SCREW 6" 0 C ITYP I O b OS ASSEMBLY 1 • 1 • 1/8 ALUM. ANGLE w/ 3/16 "0 POP RIVETS CA 6" 0.0 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4• 1/4-20 MACHINE BOLT W / NUT p 12 0 C. (TYP., TOP L BOTTOM) ROLLER ASSEMBLY 12 TYP. EVERY OTHER PIN O 1/L - MAX 1 /L" MAX EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE SEE ANCHOR SCHEDULE, TYP r FP) E0. EO SCALE 3 1'- 0" 1/2 ": EDGE DIST EDGE DIST. ID 0 GLASS OR DOOR cr 3/16 - m POP RIVET EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP E MBED. FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 3' 1/2" 1 /C" MAX p 6" 0.C. ITYP.) 1/1. MAX. OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT- STAGGER ANCHOR 1 /L OFF CENTER REFERENCE CONNECTION TYPE 4• B CEILING /INSIDE MOUNT SECTION GLASS OR 000R `2 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 2 O BUILD -OUT MOUNT SECTION F SCALE 3 1 '- 0" MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5I EXISTING CONCRETE, MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE, TYP. EMBED. FASTENER. SEE ANCHOR SNEEUTE. REFERENCE CO NNEC LION 'TYPE 2• TYP. TOP L BOTTOM t 1 /4" MAX. 0 MIN. SHUTTER SEPARATION FROM GLASS SEE SCHEDULE SHEET 5 2-7/8 - MAX EMBED MBE Z Z C n a a r 0. ,‘.1'- N 37. J 7 N a V= XO e`4 x L a . 0 L - 4 1 /L" MAX 1/2" ALT. ANGLE LEG DIRECTION (TYP SCALE 3 "= 1'- 0" ll CONT. - FOR LARGER SPANS USE 1w0 r • 5' AL. ANGLES ISEE SCHEDULE 1 TYPE CI FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECT ION TYPE 2• 3 - MAX \ TT V I } FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 2 It CONT - FOR LARGER SPANS USE TWD 2 - • 5 AL. ANGLES (SEE SCHEDULE 1 TYPE C1 O BUILD -OUT MOUNT SECTION C MIN. SEPARATION FROM GLASS SCHEDULE SHEET 5 E-1BED 4 1/4 -20 MACHINE BOLT W/ NUT EA 12" 0C ITYP, TOP 1 BOTTOM} SCALE 1/6 MAX. 1/4 MAX. O1 TOP 1 BOTTOM O — FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION' TYPE 1 BUT DO NOT EXCEED B -1/2" SPACING lD 0 GLASS OR DOOR u 0 I E0 E0 f O FLOOR MOUNT SECTION EMBED GLASS (SEE SCHEDULE SHEET 5) EMBED 3/16 MAX. N 0 MIN SHUTTER SEPARATION FROM © BUILD -OUT MOUNT SECTION D SCALE : 3" = 1' -0" a a W X O to W N N BY — 1 /L" MAX FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 3 EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE SEE ANCHOR SCHEDULE. TYP 2 • 2" • 050" ALUM. TUBE TYP. TOP L BOTTOM 1 /L" MAX 1/2 1 2 a a W X 1 /L" MAX 4 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 1• BUT 00 NOT EXCEED 8 -1/2' SPACING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT V Lzl ' (S 2 G PRODUCT CINTROL DIVISION BUILDING CODE C MPLIANCE OFFICE ACCEPTANCE NO 7 - //it, r o� EXISTING CONCRETE. MASONRY OR w000 STRUCTURE SEE ANCHOR SCHEDULE. TYP Z 0 0 CC O U 0 0 3 0 0 0 W 3 I N I U W F- I } 0 D w N z 0 U J 0 0 1- Z r z u Z V Y Y Y Y S 3 ; I aIP i e lti I V.J.. KN IPIIOFLSSI( FL L 0 199 07/23/96 scale drawn by Ur1. -.nP no 99 -856 �__sneel_ 3_or 6 � ALUM BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2" a 5" Tv a 125" 8"_0- 8•_1- 7f : 125" 10'40" 7' -6" Z" • 8- 5 -0 14'-0 - T ∎. a 072" 8' -0" 12' -0" T a 224 10 -0" 11' -1" 2" , 9- 5'-0 15' -5" Tv . 072" 8' -0 13' -2" 1 f . 224 10 -0" 12' -3" , 1 /n1 /no EXISTING STRUCTURE THREE 5/16 CALK -IN p 3 -1/8" 0.[. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. GLASS OR DOOR GLASS OR DOOR THREE 5/16 - 0 CALK -IN (A 3 -1/8" O.C. W/ 1 MIN EMBED. IN CONC. OR HOLLOW BLOCK w/ 3-3/4 - Mw EDGE DIST a O TOP SUPPORT BEAM DETAIL 4 0 a EXISTING STRUCTURE ° EMB — 'CJ MIN. SHUTTER SEPARATION F000 GLASS (SEE SCHEDULE SHEET 5) (MAX. DESIGN LOAD 72 PSF) SCALE 3". 0" MIN SHUTTER SEPARATION FROM GLASS E A K 4 -- - d (SEE SCHEDULE SHEET 5) SCALE 3' 3/16 "o POP RIVET OR u12 TEK SCREW O b O5 j ASSEMBLY 2 a 3 . 1/4 . 0' -8 6063 -16 ALUM. ANGLE THREE -1/4"0 THRU BOLTS 1" MIN. 74) • 1" M1N r r 2 = 3 a 1/4" . 0' -8 6063 -16 ALUM ANGLE THREE -1/4 "O THRU BOLTS ALT LEG DIRECTION (MAX. DESIGN LOAD —_ 72 PSF) O BOTTOM SUPPORT BEAM DETAIL ALUM BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION L MAX. HORIZONTAL SPANS) 1/4 -70 S.S. MACHINE SCREW L NUT @ 12" 0 C. uSE THRU BOLT OR ACCESS QLE AS SHOWN IN DETAIL()) 0 1/4" MAX a D I a i N w D3 2 Z O ° 2 N Q 0 p X m to 4 2 NOTE 3 /10 "0 POP RIVET OR 412 TEK SCREW Cd 6 0C AL BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION L MAX HORIZONTAL SPANS) I /4 -70 S S MACHINE SCREW L NUT p 12" 0 C PROVIDE 1"0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU BOLT AS SHOWN IN AIL(H) 1. USE BEA SCHEDULE FOR DETAILS(H)AND 1 . 2 SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN I0 TABLE. SHEET 5. 3 BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM (01 SUPPORT TO OF SUPPORT. GLASS OR DOOR PLYWOOD AND STUCCO FINISH 1" • 3" • 1/4" OR 1 "= " =1 /8" 6063 -16 ALUM. TUBE (MAX. DESIGN LOAD = ± 72 P.S.F.) O WALL MOUNT SECTION - USING ALUM. TUBE I SCALE 3". 1'- 0" GLASS OR DOOR PLYw000 AND STUCCO FINISH 2 ".6 - PT. w000 PLATE MIN. SHUTTER SEPARATION FROM GLASS MIN SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) _L1/2" 1/4 -20 S S. MACHINE SCREW L NUT Cd 12" 0.C. PROVIOE 1 ACCESS HOLE Cm BACK SIDE FOR FASTENING Two 1/4"0 S.S. LAG SCREW Cal 24" 0 C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS or 1 1/ 2" 1/4" MAX 114 MAX FOR w000 PLATE USE 1/4"0 5 S. LAG SCREW w/ 1 -3/4" PENETRATION INTO w000 PLATE (al 12 0 C. TWO 1/4 - 0 5 S LAG SCREW Cal 24" 0 C MAX W/ 1 -3/4 PENETRATION '0 CENTER OF STUDS (MAX. DESIGN LOAD = 72 P.S.F.) O WALL MOUNT SECTION - USING 2 x 6" WOOD PLATE SCALE 3"= 1'- 0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE //,U li2c /.4 DAT BY PRODUCT TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 6-747-17/4'. O S Z 0 0 IZ 0 0 Q O 0 0 0 U U Q (/3 E3-1 r F"' E 2 , _ w 417 (7D • • CO CI 31 °a" a W 0 z N W Tk N Y Y 2 3 3 2 LJ 90 1 1 00 '0 0 SESEEMISMIESIMMIn V.J KNE 1'1OFESSIONA N GINLEII se No. 10983 [Ng 1 1999] L;1 Ie 1E0 9 Oravn 6y ( �s5 N0 M �e.�9 ^v /K ,I�I.r‘weV n yJ or •...ng 110. 99 -856 r oeCr �' or 6 1 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAO Iwl IPS ACTUAL SPAN (FT - 1N1 MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (1NCHE5) 30.0 5 - 0 2 -7/8 1 - I/2 7 - 0 2 - 7/8 1 - 5/8 8 - 0 2 -7/8 1 -5 /8 11 - 0 3 2-1/8 " - 1 3 -3/7. 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 7 -5 /8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1 /4 12 - 11 3 - 3/4 3 50.0 5 - 0 2 -7/8 1_1/2 7 - 0 2 -7/8 1 - 5/8 8 - 0 2 -7/8 1.3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 - 5/8 8 - 0 2 -7/9 1 -3/4 11 - 0 3 1 -3/4 11 - 8 3 -3/4 3 70.0 5 - 0 2 - 7/8 1 - 1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 80.0 5 - 0 2 -7/8 7 -7/2 7 - 0 2 - 7/8 1 - 3/4 8 - 0 2 -7/8 7 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 - 7/8 2 77 - 0 3 -3/8 3 -3/8 71 - 6 3 -7/8 4 100 0 5 - 0 2 -7 /8 1 -7/2 7 - 0 2 -7/8 1 -3/4 8- 0 2 -7/8 2 9 - 0 3 2 -3/4 10 - 3 3 3 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. 0E51GN LOAD 12 SF) TYPE A ALL MOUNTING CONCH TION5 EXCEPT ©00 F IF T - w) TYPE B DETAIL Q OR DETAIL © W/ 51NG4E ANGLE REQUIRED 3 -3/4 MAX. 8.0. IF 7 - ■N1 TYPE C DETAIL C DOUBLE ANGLE REQUIRED 3_3/4 MAX. B.O. IF - IN1 TYPE 0 DETAIL 9 -3/76 MAX. B 0 IF T - INI 30.0 13 - 1 12 - 4 13 - 1 12 - 1 300 13 - 1 11 - 0 13 - 1 11 - 2 40 o 12 • 11 10 • 8 12 - 5 10 - 11 4e0 12 - 4 9 - 9 10 - 4 l0 - 0 52 0 12 - 1 9 4 9 7 9 7 56 0 1 1 - 1 1 9 0 9 0 9 3 615 11 - 7 8- 7 8- 7 8- 10 63 3 11 - 6 8- 6 8- 6 8 9 66 6 10 - 11 6- 3 0- 3 8- 5 67.5 10 - 9 8 - ] 8 - ] 8 - 5 712 10 - 3 8- 0 8- 0 8- 2 750 9- 8 7- 8 7- 8 8- 0 014 9 - 11 7- 0 7- 0 7- 4 06 8 8- 5 6- 7 6- 7 6- 10 91 4 8- 0 6- 3 6- 3 6- 6 700 0 7- 3 5- 9 5- 9 6- 0 770.0 6- 7 5- 2 5- 2 5- 5 170 0 6- 1 c- 9 4- 9 5- 0 1300 5 7 4- 5 4 5 4- 7 140 0 5- 2 4- 1 c- 3 160 0 1 - 10 3 - 10 3 - 10 4 - 0 160.0 1- 6 3- 7 3- 7 3- 9 170.0 4 - 3 3- c 3- c 3 - 6 780 0 c 0 3- 2 3- 2 3- 1 1900 3.10 3-0 3-0 3 -1 200 0 3- 7 2 10 2 - 10 3- 0 2100 3 - 5 2- 9 2- 8 2- 10 11 /03/99 1 1:21 A 8 O ALT. CLOSURE DETAIL SCALE. 3 = 1' 0 t" . 2 . l/8 ALUM ANGLE 3 010 TEK SCREWS OR 3- 3/16 "0 ALUM POP RIVETS ITYP ) 2" + 7 . 1/8" ALUM TUBE 6063 - T6 ALLOY SCALE 3" = P - 0" 2 MIN FASTENER (m 24 O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) NOTE. EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ON CORNER CLOSURE DETAIL a 10 . 1/2 GAL V ANIZEO SMS OR 3/16"0 ALUM. POP RIVET (ol 18" 0 C. 1 . r 0 .055 ; 1" x 2" . .055': 2" x 3 0.055" . 2" = 4" ..05S OR 2 . 5" . 125" AL ANGLE 010 TEK SCREW OR 3/16"0 ALUM POP RIVET @ 24 0 C ITYP I TWO 7/L "0 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) (D0R ®OR 9a NOTES. 1 REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD_ 2. FOR DESIGN LOADS B£TwEE7r TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE uSEO TO OE TER7-11NE ALLOWABLE SPANS. 3 ENTER TABLE 1 wITH NEGATIVE DESIGN LOA TO DETERMINE MAX SMUT TER SPAN. L. ENTER TABLE 2 w)TH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. OM ALT. CLOSURE DETAIL SCALE. 3" = 1' -0" SCALE 3 = t' -0" 2 - MIN 2" . 2" x 125 - ALUM ANGLE CONT. FASTENER ® 24 0 C. )USE ANY ANCHOR IN ANCHOR SCHEDULE) REQUIRED 010 = 1/2" GALVANIZED SM5 OR 3/16 "0 ALUM. POP RIVET p 18" 0 C. O ALT. CORNER CLOSURE DETAIL A 8 E 2 1 . 1" x 055" 1"= 2 "x 055 - . 2 . 3" _ .055 2 . 4 ..055'• OR 2" x 5" x .125" AL. ANGLE 1/4 -20 TRUSS HEAD BOLTS 6. NUTS V7/ - COCK WASHERS (m 24 0.C. EXISTING STRUCTURE HALF OF O USE MALE OR FEMALE AS 0 062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM ALLOY (1/8" BELOW CONCRETE) MIN SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) v { 0 60" ALTERNATE SCALE 3 "= r- 0" 1 /L" MAX. 4, EXISTING STRUCTURE 4 MIN. 3.000 PS) CONCRETE O FLOOR MOUNT DETAIL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING ODE DAT .? coo 2 BY AP i. PRODUCT CO P 4 0L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO '9""./// 02 CONCRETE FASTENER p 8" 0. ANY SCHEDULED FASTENER IS ACCEPTABLE 2 C/3 0 03 I Z 0 D_ 0 U O O z .0 sr 3 3 4 0 Z 0. 0 0 O1 w 3 I N I U W I } 9 0 w N Z w 0 3 0 0 F I 2 l2 Y a' ®INNIND V.J. KNEZ CH PROFESSION NGINEEII FL Li - se No. P 0� 10983 I • 1 0 1999 07/23/96 scat drawn by 1 Z5 des.yn by cnec•J by V) K ] l. V 194 13ra..t ny n0 99 -856 ( Sheet 5 of 6-1 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS ANCHOR TYPE LOAD (W) PSF MAX (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5 . - 8 " (SEE NOTE 1) SPANS UP TO 8 ' -0 .. (SEE NOTE 1) SPANS UP TO 9. -0.. (SEE NOTE 1) SPANS UP TO 13. -1" (SEE NOTE 1) SPANS UP TO 5 ' -8 .. (SEE NOTE 1) SPANS UP TO 8' -0.. (SEE NOTE 1) SPANS UP TO 9' -0 (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 S CONNECTION 1 TYPE 2 3 1. 5 CONNECTION 1 TYPE 2 3 L. 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 1. 5 CONNECTION 1 TYPE 2 3 4 5 3 D nnmmnnn» 1 /4 "m ITW TAPCON W/ 1 -1 /4" MIN. EMBEDMENT (MIN. 3.100 P.S.I. CONCRETE) 48.0 12 12 12 7 9 12 12 10 5 7 12 12 9 4 6 6 12 6 3 4 12 12 12 8 11 12 12 12 5 7 12 12 11 5 7 7 12 8 3 4 62.0 12 12 11 5 7 12 12 8 3 5 9 12 7 3 I. L. 11 5 f 3 12 12 12 6 8 12 12 10 1 . 6 7 12 9 4 5 4 12 7 3 4 72.0 12 11 1 . 12 12 11 10 7 5 4 3 6 5 3 8 4 4 12 11 11 7 5 5 3 9' L. 3 3 5 4 L. 12 11 11 6 3 5 % 5 4 3 3 1. 51 L. 11 11 5 A 3 5 r4 3 5 3 12 12 4 12 12 12 12 9 7 5 4 3 7 5 L. 9 L. L. 12 12 12 8 7 7 3 3 3 5 4 4 1. 4 12 7 12 7 3 3 3 4 4 4 4 4 4 12 12 12 7 7 7 3 3 3 L. 4 4 92 0 210 0 "„(j�� + '� I] 1 """""""" �, > 1/4"o ELCO MALE/ FEMALE - PANELMATE W/ 1 -1/4 MIN. EMBEDMENT L 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3,000 P.S.I. CONCRETE) 4 8.0 12 12 11 5 7 12 12 8 3 5 12 12 7 3 5 5 10 4 3 12 12 12 6 8 12 12 9 L. 5 12 12 8 3 5 5 10 5 A 3 6 2.0 12 12 9 12 12 12 4 ' 6 5 4 11 6 3 12 11 8 3 % 1. 3 � 11 9 8 S ' 4 % 4 B : 8 4 �' 1. 1. % 12 12 9 12 12 12 10 8 6 6 5 4 12 6 3 12 7 6 3 4 4 3 3 7 6 • S � % 4 3 3 3 3 3 9 9 9 1% , 1 3 3 3 3 72.0 92.0 210.0 3 8�' 3 8 4 3 a�, 8 1 3 9 L. 3 3 � 3 3 3 ��)f/�„/ C1 1/4 - m POWERS CALK -IN w/ 7/8" EMBEDMENT E. 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 P.S.I. CONCRETE) 4 8.0 12 ME 9 12 12 12 11 6 11 12 12 10 6 10 • 12 7 12 12 12 12 12 12 12 8 12 12 12 11 6 8 62.0 12 12 12 7 12 12 12 9 5 9 12 12 8 L. 8 12 6 6 12 12 12 10 12 12 12 11 12 12 6 10 9 12 10 5 7 72.0 12 12 11 6 11 12 12 7 4 7 9 12 7 L. 6 12 6 6 12 12 12 9 12 12 12 • 9 12 11 5 8 9 12 10 5 7 92.0 12 12 8 5 8 7 12 6 3 6 7 12 6 3 6 12 6 6 12 12 12 7 10 9 10 7 12 10 5 7 9 12 10 5 7 210 0 7 12 6 3 6 7 12 6 3 6 7 12 6 3 6 6 3 6 9 12 10 5 7 9 12 10 5 7 12 10 5 7 9 12 10 5 7 ( 1.8.0 12 12 12 5 8 12 12 9 L. 5 12 12 8 3 5 • 5 V 3 12 12 12 7 9 12 12 11 4 6 12 10 4 5 5 11 6 3 3 p U l ) 62.0 12 12 9 12 12 12 10 8 6 4 3 3 6 5 4 12 6 3 12 11 9 9 7 6 1. 3 ta 7 1. 3 3 11 10 9 EM; 6 5 % 4 % r 3 3 3 3 3 3 3 3 9 9 9 9 4 3 t 3 L. FA 3 4 il 3 12 12 10 3 12 12 12 10 12 10 8 5 5 4 3 7 6 4 3 12 7 3 3 12 12 10 10 8 7 5 5 3 3 � 3 5 3 3 12 7 � 9 10 5 10 5 4 3 3 3 10 5 r 4 0 3 3 3 3 1/4 NAIL -IN MIN. (MIN. 3,000 2An cERS W/ 1 -1/8- EMBEDMENT P.S.I. CONCRETE) 72.0 3 10 5 92.0 3 10 3 10 5 5 210.0 3 �/ M 3 3 E �mmm�nnvm�mmm�» 1 /4 ITW TAPCON W/ 1-1/4" MIN. EMBEDMENT .'O 48.0 1212 12 10 6 12 10 8 5 9 6 fib L. A A Oar 5 4 3 1111E 8 4 8 7 5 5 4 % 1. 3 3 �!!!! r e v Er ,,, % 1010 1. 3 I S //.fi 7 6 5 5 ' id I ;V//. � OS 0 � 5 5 3 3 : 12 12 9 6 � 8 7 5 L. 3 3 or 6 4 L. 3 1212 9 4 Am/ 9 8 �adsz � ' /' !- 4A�F 8 7 - 6 44 ' � s� sip , '/r 6 � 6 6 FA 6 tr 4 4 ; 4/ rj ;� , F 62.0 7 2.0 92.0 210.0 ,t anun(pmmnmmmmi> ' (� 1/4"0 ELCO MALE/ FEMALE "PANELMATE W/ 1 -1 /4 MIN. EMBEDMENT 8. 1/4 -20 MACHINE SCREW WITH NUT 4 8.0 12 1212 12 9 3 12 12 12 8 11 8�6 7 5 3 .21. 4 7 5 12 1112 6 - 3 3 12 11 8 8 8 6 3 12 7�5� 1. 3 9 8 7 4 1. 3 j 5 3 3 �8 3 3 10 8 8 3 � 12 12 F j 1. // 12 12 12 12 12 • 6 8 6 5 1. 12 1212 6 3 12 11 . F A 5 4 3 3 12 7 4 3 11 6�4 10 5 3 3 5 10 3 9 3 9 3 9 5 4 7 % 3 4 - L. !� V/ ,i-- • 3 3 62.0 72.0 92.0 210 0 3 8 4 P 7 r/ 3 8 1. 0 4 3 3 9 4` 3 3 9 1. / 3 3 4 j 3 ,t V S1II "m POWERS 1 /4 72.0 w/ 7/8" 8. 1/4 -20 STEEL MAC 48.0 12 12 9 4 6 12 12 12 12 6 3 4 4 9 4( 3 12 12 12 6 8 12 12 10 4 6 12 12 9 5 5 6 3 62.0 12 12 8 3 12 12 10 7 7 6 � � 3 3 / 5 4 3 / 10 5 11 9 7 7� 5 4 3 • 4; 1. 3 © 3 A 3 3 3 3 7 7 3 3 3 3 �j" 12 12 10 12 12 12 11 • 5 6 5 4 3 12 7 3 3 12 12 8 7 3 3 f 4 L 3 3 7 5 3 12 7 3 4 3 4 3 3 3 CALK -IN EMBEDMENT STAINLESS E SCREW 10 6 I1 /, � 3 / 3 3 9 3 5 92.0 210.0 3 9 5 3 =I 3 3� 3 48 0 12 11 10 12 • 5 6r 4 5 4 3 � 10 7 1. 10 8 7 6 5 4 � � 3 ' � 9 7 6 4 L 3 r 3 � � � 5 S 3 r 11 4 5 12 12 8 3 4 • 10 7 / /, pr imp: O r u D 62 0 8 7 3 II 4 3 3 8 1 . 'r 9 8 6 6 3 i1 8 5 LAO t /4"0 NAIL -IN MIN. POWERS ZAMAC W/ 1 -1/8" EMBEDMENT 72.0 92.0 r4 210 0 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS ANC((OR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION 1 TYPE 2 I. 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 48.0 12 12 11 7 12 12 12 8 5 11 12 12 7 4 10 10 12 4 3 7 MI Il p11U1111111 MI► 62.0 12 12 8 5 12 12 12 6 4 8 12 12 5 3 7 7 12 4 / � j 6 1 WOOD LAG 1 --3 /3 /C4 " MIN. THREAD D PENETRATION SHEAR PARALLEL OR PERP. 70 WOOD ORAIN 72.0 12 12 7 5 10 12 12 5 3 7 9 12 -4 3 6 7 12 1. / 6 92 0 12 12 5 3 8 7 12 1.% 6 7 12 4/ 6 7 12 1. 6 210.0 7 12 4 A 6 7.12 446 7 12. 7 12 4 4 6 11/03/99 11 21 ANCHOR NOTES: SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6 WHERE EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 1 . 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT 11 FOR BUILD -OUT MOUNT SECTION 8 -1/2" O.C. 12 F OR BUILD -OUT MOUNT SECTION 5" 0C. ANCHOR SPACING SHALL NOT EXCEED ANCHOR SPACING SHALL NOT EXCEED APPROVED AS COMPLYING WITH THE SOUTH RORIDA BUILDING CODE DAT' 4 kV-6 am / 3 2 Z 6 ''o BY r�''' V PRODUCT COI ROL DIVISION BUILDING CODE COMPLIANCE OfF(CL ACCEPTANCE NO._ 7 - ! / / / 02- r Q W r W F- r_. I (0 Z 0 0 EC 0 0 0 O 0 P; 2 a o c ° r W CO z ass. 8 N = I p z ry " (D = p LL Q) " > >1: M1 : O N al r V _ -z Y 3 3 i 1 > 0 i a = C.J. KNEZ ICH - 1 IPROtESS10 ENGINEER I FLL n No - 010983 date 0 1999 07/23/96 ( >'- • Awn oy _a 5_raOTCD_JL._ MC r _ ,1. dr J..iny n0 99 -856 sneer 6 0r 6-1 1 /L' MAX. Y 2 - ANGLE SCALE 3 " = V-0" 0 093 TYP 2.00 1 STUDDED ANGLE SCALE . 3" - 1' -0" 01/07/98 10:04 Z 6. N X 0 D G 0 N O Z u O Z O r L 0: 0 N 0 1 X EXISTING STRUCTURE FASTENER 12' O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. L 6' O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. -HODUC T MARKING LOCATION FULL PANEL 1/L -20 x 3/ MACHINE SCREW STUD PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) ALT LEG DIREC TION WIDTH UNLIMITED T (PERP. TO PANEL SPAN) SECT ON IT YP) (OUTSIDE) (INSIDE) PROOUC r MARK 10P TIONAL LOCATION 0 STORM PANEL SCALE 3' - V-0" 1ee rr "E" TRACK SCALE 3" = V -0" EXISTING STRUCTURE "F" TRACK SCALE 3" = 1' -0" PLAN VIEW TYPICAL ELEVATION OVERLAP FASTENERS ANO STEEL TUBE REQUIRED W/ STUDS on 12" TOP L /OR BOTTOM OR DIRECT MOUNTS W/ ANCHORS 0 6" OR 12" 0.C. TOP L BOTTOM. (OUTSIDE) 2.00 1 646 TOP MOUNT OR DIRECT MOUNT 1 x 1 TUBE L FASTENERS (SEE PLAN VIEW L NOTE e) BOTTOM MOUNT OR DIRECT MOUNT (MSIOEI OVERLAP FASTENERS TYP. (SEE NOTE e L 9) ALUM. ANGLE CLOSURE PIECE. 1 x 2 x .055 MIN. TO 2" x 5 x .055" MAX. i — HORIZONTAL LEG OPTIONAL EXISTING STRUCTURE 6 00 COVEPAOE HALF PANEL PLAN VIEW SCALE 1 -1/2" - 1' -0" O ALT. "F" TRACK SCALE 3" 1" -0 4.6 l/ L" MAX. 0 063 Z ti X L K ' O -- W J W D 9 1 ' U H N 0 Z O O Cl. L c 0 N 1 / 250 tee" _ o� -_ -1 Zv0 61 e' ITYP) o �^I o ee WINGNUT } 12 1 (TYP) (OUTSIDE) • o ` SCALE HALF SIZE ZAMAC 3 ALLOY WIDTH UNLIMITED (PERP. TO PANEL SPANI SECTION 2 O "h" HEADER SC/-LE 3 . 1" -0 r TYPICAL ELEVATION 1` W/ NO OVERLAP FASTENERS OR STEEL TUBE, STUDS 0 (ca 12" O.C. TOP L /OR BOTTOM OR DIRECT MOUNTS W/ ANCHORS (tII) 6" OR 12" 0.C. TOP & BOTTOM AS INOICATEO IN ANCHOR SCHEDULE. (INSIDE( ® 1 1 16 GA STEEL TUBE TYP. (OPTIONAL) (SEE NOTE 0 8. 9 TYPICAL ELEVATION (TYP). 1 2 30 0.067' , R 250 Or Y!) Nr t A-- L 2.002 , 2.329- of O i 0 TOP MOUNT OR DIRECT MOUNT BOTTOM MOUNT OR DIRECT MOUNT (OUTSIDE) (INSIDE) 2 x S" x .123 MAX. I 00 ol_L.J 16 GA SCALE 3 = 1 - 0" 3 00 0 STEEL TUBE 3 /I.' MIN. OVERLAP ALUH. ANGLE CLOSURE PIECE: / 1 x r x .123 MIN. TO / FASTENER fi 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. L 6" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F, 125' 10 ALUM. TUBE SCALE 2 2;0 EXISTING STRUCTURE MIN. "U" HEADER SCALE 3" - 1' - 0" GENERAL NQTE% • - OCEAN SHUTTERS MFG INC FT LAUDERDALE. FL OADE COUNTY PRODUCT CONTROL APPROVED DAT BY PRODUCT CON S 00 ANGLE SCALE 3" - 1' -0• I 1 THIS STORM PANEL SYSTEM IS DESIGNED IN ACCORDANCE WITH. rH( SOUTH FLORIDA BULGING CODE. 199L EDITION 2 POSITIVE AND NEOA TIV( DESIGN PRESSURE CALCULA TIOHS SHALL BE PERFORMED FOR SPECIFIC LOBS IN ACCORDANCE WITH ASCE 7 -88 - MINIMUM DESIGN LOADS 100 BUILDINGS ANO OTHER STRUCTURES' TABLES SHALL BE REFERENCED AT APPROPRIATE OESIGN LOADS 3 5TORM PANELS SHALL BE 5052 -H32 ALUMINUM ALLOY 0.063 THICK, WITH A nIN. Fy (BEFORE ROLLING) OF 26 KS!. EXTRUSIONS SHOWN SHALL BE 6063 r6 ALUMINUM ALLOY. U 0 N L PRODUCT MARKINGS SHALL BE WITHIN 42 OP ONE ENO Of THE PANEL WITH A MIN OF ONE MARKING PER PANEL ANC) SHALL BE LABELED AS FOLLOWS 5 ALL BOLTS ANO WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSL 6 MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 7 TOP 1. BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE 8 STEEL TUBE SHALL BE USED ON PANELS LESS THAN OR EQUAL TO 104'. WHERE SEPARATION FROM GLASS IS LESS THAN 2 -3 /8 BUT GREATER THAN OR EQUAL TO 2 -3 /3 - . PANELS SHALL BE FASTENED AT OVERLAPS AT MIDSPAN TO STEEL T UBE O9 WITH 1 /L - 20 x 3-1/2" BOLTS W/ ZAMAC 3 ALLOY WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION it ). SEE - MINIMUM SEPARATION FROM GLASS SCHEDULE - COLUMN 1. 9 THE DETAILS ANO SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC ANO UNIFORM STATIC AIR PRESSURE TESTING 0.4 CONFORMANCE WITH DAOE COUNTY PROTOCOLS PA 201,202. ANO 293. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION TEST REPORT 95 -023. 10 AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED N A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT - THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS OR TUBES W/ BOLTS ARE PROPERLY INSTALLED. WHEN REQUIRED. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE L DIVIS:ON BUILDING CODE �COMPLIANCE OFFICE c� ACCEPTANCE NO _ i - 6111-1 L 96-202 shoot 1 of 0 S SEE MIN SEPARATION FROM GLASS SCHEDULE GLASS OR 000R O GLASS OR DOOR — SEE MIN. SEPARATION FROM GLASS SCHEDULE ET (TYP / W 01/07/98 10:06 // nN0 CONCRET .OW BLOCK. OR vOOo F (SEE ANCHOR SCHEDULE BASCO ON T ♦PC Of STRUCTURE) FASTENER, SEC A NCHOR SCHEDULE. REFERENCE COPNCCTION'TYPE 1 ANGLE TO WALL DETAIL FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION `TYPE r 6OC ON T. EXISTING CONCRETE. HOLLOW BLOCK. OR 1000 FRAMING ISEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) PANEL TO ANGLE DETAIL O WALL MOUNT SECTION A SCALE 3 "• = 1' -0 (TYP/ ANGLE TO WALL DETAIL W000 FRAMING FASTENER, SEE ANCHOR SCHEDULE. REFERENCE C OHNECT ION' TYP! r ®CONT. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TY1R11 r W000 FRAMING O D WALL MOUNT SECTION SCALE 1 3•' - 0 1/i -20 MACHINE SCREW STUD L WINGNUT 12 O.C. 1/l MAX 1 /C' MAX. 1/4 -20 MACHINE SCREW STUO L WNGNUT p 12 O.C. PANEL TO ANGLE OETAIL GLASS OR 000R E XIS NHO CONCRC re. HOLLON, BLOCK OR W000 FRAMING ISEE ANCHOR SCHEDULE BASED ON TYPO OF STRUCTURE) EMBED (TYP 1 , SEE MIN SEPARATION FROM GLASS SCHEDULE GLASS OR 000P -- ®CONT FAST ENER SEE ANCHOR SCHEDULE. REFERENCE / COHNEC TION - TYPE O B CEILING /INSIDE MOUNT SECTION SCALE 3'" - 1' -0•• SEE MIN. SEPARATION FROM GLASS SCHEDULE — 1J — EMBED. F.StE SEE ANCHOR SCHEDULE RC•CRCNCC CONNEC - TYPE 3 ,00e OI S T -.r �� / EDGE (DIST. 1 /C - 20 MACHINE SCREW STUr) L WINGNUT C 12 O.0 2" x 6" P.T. W000 CONT. VOTE; THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. 0 CONT 1 /t.-. x 1 -3 /N. S.S. LAG p 12 O.C. W/ 1-1/2 - PENETRATION INTO W000 2 - 1 /c• x 4 -1/2 S.S. LAG SCREW p 24 O.C. MAX. W/ 1 -3/4 PENETRATION IN CENTER OF STUDS O WALL MOUNT SECTION (BOTTOM) E SCALE 3" - 1• -0" 1/I.. MAX EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) EMBED. EXISTNG CONCRETE. (TYP HOLLOW BLOCK. OR v000 FRAMNG (SEE ANCHOR SCHEOIAC BASE° ON TYPE 1 i Of STRUCTURE) f SEE rim. SEPARATION FROM GLASS SCHEDULE EXTSTNG CONCRETE, HOLLOW BLOCK. OR v000 FRAMNG ISEE ANCHOR SCHEOUL.E BASED ON TYPE Of STRUCTURE) EMBED EXISTING CONCRE (TYP ) ' HOLLOW BLOCK, OR 1000 FR AMINO (SEE A NCHOP SCHEDULE BASED ON TYPE OF STRUCTURE) - - -- - - -- EXISTING CONCRETE. ./ HOLLOW BLOCK. OR W000 / / FRAMING (SEE ANCHOR / / SCHEDULE BASED ON TYPE OF STRUCTURE) GLASS OR DOOR -�i�— I SCALE GLASS OR 0008 O WALL MOUNT SECTION F (DIRECT MOUNT) 3 - 1• -0 �-© COW" ITYP TOP L BOT TOM) • 5EE HIN SEPARATION FROM GLASS SCHEDULE C ON T FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION'7YPE r (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY CI 6 0.C. OR 12 0.C., BUT DO NOT EXCEED SCHEDULE SPACINGI FOR W000 FRAME USE BRASS BUSHING ANCHORS ONLY AS SHOWN ON ANCHOR SPACING SCHEDULE. F ASTENER. SEE ANCHOR SCHEDULE. REFERENCE C0FKCT ION 'TYPE 4 1 /4." . ) /l" TEK SCREWS 12 O C STAGGERED (TYP TOP L BOTTOM) 1 /L MA ♦ W L 0 0 1/4 -20 MACHINE SCREW STUD L WINGNUT p 12 O.C. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 4' - SIDE CLOSURE REO'D. ISEE PLAN VIEW) DAT BY PRODUCT CO DIVIS O u z 0. L O BUILD —OUT MOUNT SECTION C SCALE 3" - V -0" u1 FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION - Mt r (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY p 6 O.C. OR 12 O.C. BUT DO NOT EXCEED SCHEDULE SPACING) APPROVED AS COMPLYING WITH TL FOR W000 FRAME USE BRASS BUSHING ANCMorts ONLY AS SHOWN ON ANCHORSOUTH FLORIDA BUILDING CODE SPACING SCHEDULE L3 1q BUILDING CODE (( COMPLIANCE OFFICE ACCEPTANCE NO `l - () 114 • ^ 1 FL LIc PE 00 sc•Ie AS NOTE COMBIUMIIIIIUMMIED PROFESSIONAL NEER 'design by v JK (dea..n or Il GO _n.cwed b VJK MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(WI (PSF) ACTUAL SHUTTER SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 COLUMN 3 MINIMUM SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) WITH BAR PER MB L ELEVATION 11 NOB E L I2S PER NO PER ELEVATION L 12 30.0 5- 3 2 -3/8 2 -5/8 1 -1/2 8- 8 2 -3/8 2 -5/8 2 -1/8 11 - 4 NA 3 -3/8 3 -3/8 4.0.0 5- 3 2 -3/8 2 -5/8 1 -1/2 8- 8 2 -3/8 2 -5/8 2 -1/4 10 - 7 NA 3 -3/8 3 -1 /4 50.0 5- 3 2 -3/8 2 -5/8 1 -5/8 8- 8 2 -3/8 2 -5/8 2 -3/8 I0 - 0 NA 3 -3/3 3 -3/8 60.0 5- 3 2 -3/8 2 -5/8 1 -5/8 8- 8 2 -3/8 2 -5/8 2 -5/8 9 - 7 NA 3 -3/8 3 -1/4 70.0 5 - 3 2 -3/8 2-5/8 1 -5/8 8- 8 2 -3/8 2 -5/8 2 -5/8 9 - 3 NA 3 -3/8 3 STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD V/ (PSF) FOR ALL MOUNTING CONDITIONS L max. (FT -IN) 30.0 11 - 4 40.0 10 - 8 50.0 10 - 1 60.0 9 - 3 70.0 8 - 1 75.0 7 - 7 80.0 7 - I 90.0 6 - 4 100.0 5 - 8 110.0 5 - 2 1 20. 0 4 - 9 1 30. 0 4 - 4 (40.0 4 - 0 150.0 3 - 9 160.0 3 - 6 170.0 3 - 4 180.0 3 - 2 1 90. 0 3 - 0 200.0 2 - 10 210.0 2 - 8 220. 2 - 7 230.0 2 - 5 GLASS OR 000P T A B L E W Ir ©CONT. ITYP TOR L BOTTOM / EMBED. 01/07/98 10:09 SCE MIN SEPARATION PROM GLASS SCHEo OCONT -- 1 /t • ) /l TEK SCREW • 12 0 C ITYP TOP L BOTTOM) - FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYT( L" EXISTING CONCRETE. HOLLOW BLOCK OR 4000 FRAMING ISEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) SIDE CLOSURE REO'D. (SEE PLAN VIEW) ✓ NOTES - THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. - HEADERS 2 3 CANNOT BE USED IN COMBINATION WITH THIS DETAIL. ALT. BUILD -OUT MOUNT SECTION SCALE 3 . 1•-0" O 1 /L -20 MACHINE S(RE STUD L WINGNUT 12 0 C T A B L E 2 EMBED SEE HN SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR EXISTING CONCRETE HOLLOW BLOCK OR 4000 FRAMING ISE( ANCHOR SCHEDULE BASEO ON TYPE OF STRUCTUREI FASTENER, SEE ANCHOR SCHEDULE REFERENCE COHNEC TION - TITS S" ,-- O . © OR ® CONT I r , �. _j _ _ _ - _, 1 T oN l,' �, O z / 0 f`- 1 /L -20 MACHINE BOLT L 41NGNU T &0 12 O C. SCALE : 3" . 1" -0" NA DESIGNATES NOT APPLICABLE, DO NOT USE. NOTE. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OP PANELS. WALL MOUNT DETAIL SEE MIN. SEPARATION FROM GLASS SCHEDULE - EHBEO SCALE ( XIS TING CONCRE 1E. HOLLOW BLOCK OR 4000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 10 F AST CNER. SCE ANCHOR SCHEDULE REFERENCE cora NEC T104A - TYT( 5 O " O 0R el J�- 1/I. - 20 MACHINE BOLT 1. ),./INGNUT CZI 12 0 C O ALT. BUILD -OUT I MOUNT SECTION r HREC vL"• 4000 LAO SCR(4S 4/ 2 -1 /l MW CHE(0. 02a" OC MAX - - - Q C L • 2S0" ALUM. PLAT( OVER .� )4000 MEMBERS - a. Z t 0 SEE MIN. SEPARATION ( FROM GLASS SCHEDULE EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) SC ALE SEE MIN. SEPARATION FROM GLASS SCNEOULE 1- 1/2 1 -1/2 (MAX DESIGN LOAD • 72 PSFI SOFFIT CONNECTION DETAIL FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 5 / 1/C -20 MACHINE BOLT / L 4INGNUT Ch 12 O.0 4000 ROOF TRUSS OR FRAMING HE HBER SHALL BE PERPENOI(UL AR TO PANEL o -- STUCCO FINISH OR PLY4000 SOFFIT •1L SMS BETWEEN TRUSSES CO 12" O C 0 EMBED. / / - WIRE LATH HAY RE / / /% USED AS TYPKAL RfINFORCEM£NT If9Tf CONTRACTOR TO REINFORCE STUCCO AND PROVO( FOR EXPANSK)N AND CONTRACTION ABOVE L B0..0)4 - F - TRACK. ALT. WALL MOUNT DETAIL O SCALE : 3 . t'_0 APPROVED AS COMPLYING W:TH THE SOUTH FLORIDA BUILDING CODE DAT • BY 04ra i /4 /L OF PRODUCT CON •1L DIVISION BUILDING CODE COMPLIANCE 0 FI E ACCEPTANCE 110. 3 OJ I1. °1 1 /1• MAX J d 0 (U . 0 " M Z wt 0. : - < F O W O I F IL -1.:_, I i I - j N 1 1 U o 13 0 a . o C Q W A o N N O 0 U! ( t 7.,:"-1; >I Q 4 N e5 o L IA - I Z t ▪ W ,---- X z I 0 - 1n < ; o . V _ 0 ,: o W Z , N 3 Z W 0 ' t z 0 . OI W L _ I E: z ^ = Y 4 Q 1 0: .o L i v ® 0 © Y1 u I u GINEER t0 /70/17 1 N•cI.e b vJK FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS ANO SPANS REQUIRED F OR VARIOUS OESIGN 3an1)nbiS 0N1iSix3 ANCHOR TYPE L8 3 V 0 0. 2 EDP DISTANCE 3" EDGE DISTANCE S - 3' MAX. SPAN 8' - L .. MAX. SPAN 11' - A - MAX. SPAN 5 - 3 - MAX. SPAN 8 - 4 - MAX. SPAN 11' - 4" MAX. SPAN CON 1 11 Y 5 I� I�.L�Lm1� TYPE _ 4 % 3 7 5 L 5 3 5 4 3 CONNECTION t Em 7 TYPE - / 3 4 3 4 5 ' „0r/0'% %%�% . . 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N EnDEDr1E1 92 12 3 6 4 5 3 7 4 5 WAIF 156 7 3 A/�/ // �/ r I I // I : IJ S 5 3 200 5 /�,�,�# Iinr4 / // / /I.% 01/07/95 10:10 Tw0-2" x 5 x 1 /8 6063-76 ALUM. ANGLE 2 - x1/8'" STUDDED ANGLE (MAX• DESIGN LOAD : 72 PSF1 1/4 - 20 MACHINE SCREW STUD W/ WING NUT (� 6 G.C. TO PANEL ANGLE CONNECTION STUDDED STORM PANEL 1/L - 20 MACHINE SCREW STUD W/ NUT 06 6 - O.C. ANGLE TO ANGLE CONNEC TION THREE -1/4 - 0 RAWL CALK -IN g1 4 O.C. w/ 7/8 MIN. EMBED. IN CONC. W/ 1/L -20 MACHINE SCREW ALT. ASSEMBLY MOUNT SCALE 3" - 1' -0 .NCNO.I ..00( S•ANS, L LOADS S1.3WN H(R( AP( FOR ANCHOR 1•ACIHG 004.Y ALLOWABLE LMUT TFR SPAN. P00 SPTC•K LOADS HVsT BE 10.0T ED 10 THOSE SHOWN N TAB)( 1 SMC( 7 2 [NTt• T••l( •ASCO ON 14-TC EXISTING STRSK Toot M•TEPTIAL. ANCHOR TVP( A2. (DO( DIST ANC( ) CHOOSE D(SKW LOAD GA( •T(R THAN 08 (DUAL TO N(OATIV( 000•00• LOAD ON BLALD.H0 .HO CHOOSE SP.. GREATER THAN 04 [OVAL TO SNOT TER S•AH L REP(MNC[ SPACING P PIPIIROP RLAT( (OHN(C TX)N r CONHtCTIOM O( TAIL1 FOR CxNT8KATUN OF C001N(C T,OM TYPE. S MM•RJM CHC7(DH(•T AN0 (0430 CPS T.NC( (x CL I/0(S WALL F•SM OR STUCCO 6 WNCR( LAO SCREWS TO NARROW F•C( OP STUD FRAMING. FASTENER SHALL BE LOCATED IN CE1(T(R OF NOMINAL 2" . 4. WON) W000 STLO. 74000 SHALL e.( "SOUTHERN PINE 0 • 0 SS OR 8E11E8 DENSITY. 7 ANCHORS SHALL OE INSTALLED N ACCOROANC( WITH WITH MJ.MJFACTLXt(R1 RECO0•1(NOATIONS v/ HIN EMOCONENT INOK TED A60VC i O(SKINA TES ANCHOR CONDI0ION0 WHICH ARE .00 ACCEPTABC( USES • EXIST(•G STRUCTURE NAY DE CONCRETE, HOLLOW BLOCK. OR W000 FRAMING. REFERENCE AHCNOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE Of EXISTING STRUCTURE. 10. NE DESIGNATES REMOVABLE ANCHORS REQUIRED FOR DIRE( 1 mcAfra " OR 12 SPACING ONLY. SPACING NOT 1O EXCEED VALUE SPECIFIED IH ANCHOR SCHEDULE 13 1/4 - -20 STUD ANGLE ASSEMBLY N.T.S. 3/6 - e HOLE FOR FASTENING PANEL 2 • 2 ALUM STUD ANGLE PUNCH MOLES N ADJACENT PANELS TO RECEIVE THIS 80LT PLACE PANEL OVER CAEN ADJACENT PANEL A740 FASTEN WINONUTS FROM THE INSIDE STORM PANEL O INTERIOR FASTENING ISOMETRIC L N.T.S. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE • DAT kW • • • 19 • BY f7 . : •/ AA. PRODUCT CON 'OL DIV!S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE ACCEPTANCE NO ` Q - C111` '1•()J y M Q - ~ CI PE a 0 4 0 O: 0 u. ✓ Z Q. N Q w r X • N E P O ,•1 Q Z o W N Y 0 E J Q •a 2 AS NOTE VI Z ' e No 83 D.1 Dr VJK dr.•„nq n0. 96-202 6M•T L of 4 ININIMMINIMMEgb V _L KNE PRO,'ESS10 ALE G■NEER 10/30/97 ( prawn D, 00 VJK 0.063' ALUMINUM STORM PANEL FT, LAuDEROALE (954) 677-9500 MAX. PANEL LENGTH - 8'-5" (305) 083-9522 PRODUCT CONTROL NOTICE OF ACCEPTANCE Ocean Shutters Manufacturing, Inc. 4900 -B N.E. 11th Avenue Ft. Lauderdale FL 33334 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER , MIAMI FLORIDA STREET 33130 -1563 SUITE 1603 (305) FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: 0.063" Aluminum Storm Panel under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with drawings prepared by V. J. Knezevich, P.E. ilas been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0114.01 (Revises No.: 97- 0115.02) Raul Rod iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND 'GENERAL CONDITIONS BUILDING CODE COMMITTEE Expires:08 /07/00 This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 05/28/98 -1- Internet mail address: postmaster @bulldingcodeonline.com • s w anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.bulldingcodeonllne.com Ocean Shutters Manufacturing, Inc. ACCEPTANCE NO.: 98-0114.01 APPROVED : MAI 2 8 1998 EXPIRES 0 8 000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS z 1. SCOPE This revises the Notice of Acceptance No. 97-0115.02, which was issued on 08/07/97. It approves an aluminum storm panel shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2: PRODUCT DESCRIPTION The aluminum storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96 -202, titled "0.063" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated 10/30/97, revision #3 dated 01/07/98, sheets 1 through 4 of 4, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones or metal shields, headers and sills, must be protected against corrosion, contamination and damage at all time. 4. INSTALLATION The aluminum storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of the system. i.. Helmy akar, P.E.- Product Control Examiner Product Control Division - 2 - Ocean Shutters Manufacturing, Inc. ACCEPTANCE NO.: 98-0114.01 APPROVED : MAY 2 8 1998 EXPIRES 08/07/2000 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b. The product is no longer the same product (identical) as the one originally approved; c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process; b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE - 3 - iet/ Helmy A. [vfakar, P.E.- Product Control Examiner Product Control Division