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DOORS/SHUTTERS43 (000 qk MIAMI SHORES VILLAGE Iag BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date '7'Z Type Ins 'n U J i ' P >. Permit No. APO 1 4lq Name Address J U`1 Z 'NE c 4:J Company V W I `Q r Phone # Inspection Date 12.2_ Approve Correction L.-- Re -Insp' n Fee ❑ L35'1 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buil ing Inspection Request Date - 7 0 Type Insp'n VhCJ-4e-rs Permit No. ep o4 - 142q Name SCD Address D I oq Z 1\ Cf4 Company 2ci,Q Y51 ` - 1 Phone # Inspection Date 11 Approved ❑ Correction Re- Insp'n Fee ° r0 A551,u- 6,3 0 iot(r- Amt. 7 1 oryosie. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -1429 Printed: 11/9/2004 Applicant: JOHN FOX Owner: FOX JOHN JOB ADDRESS: 1092 NE 94 NE Building Permit Contractor DIVERSIFIED ALUMINUM SERVICES Contractor's Address: 7870 W 25 AVE Local Phone: 305 - 822 - 6685 Page 1 of 1 Parcel # 1132050070180 Legal Description: 5-6 53 42 .21 AC PL OF GOVT LOT 4 PB 5 -90 BEG NE COR LOT K W133FT S TO Fees: Description Amount FEE2004 -11089 Building Fee $170.00 FEE2004 -11090 CCF $2.40 FEE2004 -11091 Training and Education Fee $0.80 FEE2004 -11092 Technology Fee $4.25 FEE2004 -11093 Scanning Fee $21.00 Total Fees: $198.45 Permit Status: APPROVED Permit Expiration: 4/30/2005 Construction Value: $4,000.00 Work: Signed: (INSPECTOR) ,DEC 07PAID Total Fees: $198.45 Total Receipts: $0.0 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING � 140v 0 1 PERMIT APPLICATION== -:- FBC 2001 Tenant/Lessee Name Contractor's Company Name Contractor's Address City GI Qualifier $ Value of Work For this Permit Type of Work: ['Addition Describe Work: Submittal Fee $ Notary S Scanning $ Code Enforcement $ Total Fee Now Due $ IR S (Continued on opposite side) Building Miami Shores Village Building Department 10050 venue, Miami Shores, Florida 33138 Permit Type (circle): � Plumbing Mechanical / � -�J RRoofing Owner's Name (Fee Simple Titleholder) \/�� i � //r Phone # (3t) �� /f / �� /� l Owner's Address /Q 9d N C 7')7 `� ' City . /7//VW -r / Qer State PZ Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES �5 State Pt. 4' M4 -tom State Certificate or Registration No. C/'C / 237 1 /2.2_ Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Radon $ /4 ' KAlteration Permit Fee $ Training/Education Fee $ Electrical 05) 756.8972 / /re 7Y7,7 J7 County NO New Structural Plan Review. $ Miami -Dade Permit No. 3tCP }UO / 49t Master Permit No. Zip 33/5P Phone # h SePhone # 30 2Z C(C b Zip Square Footage Of Work: Zip , / ❑ Repair/Replace ❑ Demolition O , t mil'' E -c el r -u // 77 Lc5292 G * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees * * * * * * * * * * * * * * * * * * * * * ** * Joic Z(2 - - CCF $ ] i L ' CO/CC o, Technology Fee $ `? t 25 Zoning Bond $ �� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment: Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this (.5 -744 day of CC.% , 20c*I, by k..... fQ X who is(fg known to me or who has produced As identification and who did take an oath. My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 Signatu Contracto The foregoing instrument was acknowledged before me this / day of 2 , 20 O'i, by 663.A-a. / I4A / ,,/' who is personally known to me or who has produced _ ____ as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: i ,_,,,, gF MY ADM S ON # DD 056780 dX vember 19, 2005 , &h Thru NnUuy public Unde e *.atAt T * * * *fit * * * * * * rvwd ** ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** My Co mmission E * NOV 0 3 2004 Plans Examiner Engineer Zoning *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTICE OF COMMENCEMENT RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RIM NO. TAX FOLIO NO. / / 3 zd r — eft eV $v FATE OF FLORIDA: OUNTY OF MIAMI -DADE: -LE UNDERSIGNED hereby gives notice that improvements will be made to :rtain real property, and in accordance with Chapter 713, Florida Statues, e following information is provided in this Notice of Commencement. Legal description of property and street /address: / e) 7 L (4( Y7. /yl �j� -�t,�� • i'Ji l € 2 Description of improvement: Owner(s) name and address: C 4'A-X, T Z FiT x F Z / s., % er i z . :ter Z � >�� k 3 3 U3 serest in property: me and address of fee simple titleholder: 1�111VL VJ 111) rlNll� JII,J l.. �..v Contractor's name and address: HARVEY RUVi(v, CLERK 'f' irc' a DIVERbIFlED ALUMINUM SERVICEFIN Surety: (Payment bond required by owner from contractor, if any) me and address: count of bond $ r Lender's name and address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as )vided by section 713.13(1)(a)7., Florida Statutes. me and address: In addition to himself, Owner designates the followin :tion 713.12 1 )(b) g person(s) to receive. a copy of the Lienor's Notice as provided in ( , Florida Statutes. me and address: Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a 'erent date is specified) lature of Owner t Owner's Name: ern to and su • F. I.:., try Public: t Notary's Name: 3ommisslon Expires: 1 fore me this v4day of J t)\' -?M f [ , 2014 ' PENNY E. PHIWPS a MY COMMISSION # DO 122225 ''y i te EXPIRES: June 2, 2006 410-3-NOTARY FL Wary Service & Bonding. Inc. STATE OF FLORIDA, COUNTY OF DADE 1 J-! twtsr CL-RTiFY!hl liria N a tlu c ��,� `•1'^ ', 'h's o97ce on 1111111111111111111111111111111111111111111 CFN 2004R1019817 1019817 OR Bk 22830 Ps 0598; tips RECORDED 11/17/2004 12 :59 :58 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE .A D20 COU 1 Y ' d'of �X'�y ;',! r:; ountyCourts \ :;;I1 S/ D.C. 'cuwy Prepared by _ Address: • •' 44 f 2 - 5— MA -330/G PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date - = / . ob Address fo 9c) /..) 9y 57 Tax Folio Legal I c on 5 FP- ' - Historically Designated: Yes No Z/ Owner/Lessee / Tenant v Pon Ase.,/,91 rmit 2- Master Pe # Owner's Address Contracting Co. 1 ! r0)I3 4 aleK5 � 3 Address / 7g(,V x ja) 79dour Qualifier -0 rYCX i /JC4' d 1-6 (116 / 0 SS# ' S - 8C2 —) -{frO f C State # 6,50q 0 r..% Municipal # 2 735A 37 Competency # t7 350(8i% Ins. cI 3 d d Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): ILDING ELECTRICAL ff , � PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION R0 -YY1 d l.)� J t e- S Y (2 ) 4S . Square Ft 560 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 •e do - m compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor • ; or tated. Signature of owner and/or Condo President Date Signature of C • . ctor •r Owner -' • _r Anntrac to Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT) 2 7 RADON Estimated Cost (value) Notary as My Co C.C.F . NOTARY — D Phone Roo or Own Tres: Electrical BOND Date Date Date TOTAL DUE APPROVED: Zoning Building Mechanical Plumbing Engineering 5-7 ?A N &z-S_ / 0 9 NE 9 4 5 m /Arai .S /40/2-E '70 y60 37x :o /A` S' 60 Sa. F---T n' • T H n ERWALL ENCLOSURE SYSTEMS Date: '9 — / T -0"0 To: Am-mr S /C &€ IViuA MetalTech Inc. is the Dade County Notice of Acceptance Holder for: Bahama Shutter Slimline Accordion Econoline Accordion Hurculine Accordion 20G Storm Panel 24G Storm Panel .050 Storm Panel .060 Storm Panel This letter authorizes uaTI517_,,S to use our above named product at the following job site: Stz cc:DN o fC ,? fie sm r Thank you, Richard . Buzzella Vice President Acceptance No. Acceptance No. Acceptance No. Acceptance No. Acceptance No. Acceptance No. Acceptance No. Acceptance No. MAXIMUM IMPACT PAVILION• HURRICANE SHUTTERS F U R N I T U R E 98- 1228.04 00- 188.10 99- 0224.03 99- 0217.05 00- 0519.07 98- 0304.03 98- 0728.04 99- 0217.07 7635 West Second Court • Hialeah, FL 33014 -4434 U.S.A. Phone: (305) 823 -3480 • Toll Free: (800) 325 -3260 • FAX: (305) 823 -7785 SUNBURST I N T E R N A T I O N A L "MIAMI-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE MetalTech, Inc. CONTRACTOR LICENSING SECTION 7635 West 2nd Court (305) 375 -2527 FAX (305) 375 -2558 Hialeah FL 33014 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 24 ga. Storm Panel Maximum Impact 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 Robert S. Monsour, P.E., and test reports prepared by Construction Testing Corporation and Certified Testing Laboratories. has 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- 0304.03 Expires:10 /01/01 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE 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: 10 /01/98 -1- Internet mail address: postmaster©buildingcodeonline.com 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 -290S Raul Rodriguez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com MetalTech, Inc. ACCEPTANCE No.: 98- 0304.03 • APPROVED OCT 0 1 1998 EXPIRES : OCT 0 1 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves a 24 ga. steel storm panel 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 The 24 ga. steel storm panel type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98001, titled "24 ga. maximum impact storm panel ", prepared by Ramms Engineering, Inc., dated January 10, 1998, last revised on August 14, 1998, sheets 1 through 7 of 7, 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. LINIITATIONS 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 The 24 ga. steel storm panel type 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 this system. Helmy A. akar, P.E. - Product Control Examiner Product Control Division -2- MetalTech, Inc. ACCEPTANCE No.: 98- 0304.03 APPROVED OCT 0 1 1998 EXPIRES OCT 0 1 2001 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 need 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 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. akar, P.E. - Product Control Examiner Product Control Division -3- C .090 O s FLAT BAR 2 3/8' P2 2' 1 VARIOUS DEGREE CORNER PAN .050 MIA. CORNER PAN O .05o MIN. 1 3 ' � 7/8' 1 3/32' 3 7/32' m 3 1/32' x . 125 CROSS SECTIONS [ 1 1/2' 5/8' c, �rt m Cu 093 N II .093 11 29/32'1, VARIOUS TYPES OF F — TRACK NOT SHOWN 1 1/2' 1 1 2 3/8' H1 2' RETURN .060 MIN. o N 7/8'1 3/32' 3 7/32' 1 3/32' VARIES 1 5• ,NIaif.W SPECIAL NET PANEL SECTION 3 7/32' 1 3/32' 7/8' 1 TYPICAL 0' -3 4' VARIES BLOCKING .060 MIN. STUD MAY BE INTALLED OV1 REYD?SE DIRECTION k In LJH 16 1 8' MIN. J. 2 1/4' 1 ALL s7L4s 3/8" (n'. ) ALL AFPUG TONS ANGLES 57UDDED ITV MIMES MEWED 77 SHORTER LEG ONLY c1Ni 18-8 STAN LESS STEEL AWNED D STUDS 12 1/2' 0.C. REFER 1D APPLICAT10AB ON MEETS 2 & 3 ANCHOR MOUNTING HOLE; LOCATED ON EITHER HORIZONTAL OR iERVC4L LEG. ® ®ANP STUDDED ANGLE DETAIL 1/8' x 1 1/2" FIAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE COMPL /ES WITH: S.F.B.C. 1994 ED/770N FOR D4DE COUNTY, SOUTH FLORIDA BUILDING CODE 2314.5 FATIGUE LOAD ItsIING AND 2315 IMPACT TESTS DESIGN CRITERIA: WIND LOADS PER CHAPTER 23 OF S.F.B.C. PRESSURE REQUIREMENT CALCULATIONS MUST BE PERFORMED PER ASCE 7 -88 MINIMUM DESIGN LOADS FOR BUILDING AND 0771ER STRUCTURES" GENERAL NOTES: ALL ALUM /NUM EXTRUSIONS TO BE ALLOY 6063 —T6 OR EQUAL STORM PANELS .SHALL BE: 24 GAUGE STEEL, ASTM A653 SO GRADE E M/N Fy — 80 K.S I. MINIMUM VALUE HOT DIP COATED. WITH A NOMINAL WIDTH OF 12 1/2' THE STORM PANEL SHU77ER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY. IN ACCORDANCE TO THE DETAILED SPECIFICATIONS HEREIN. PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUC770N ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF THE FOLLOWING OR EQUAL WITH MINIMUM ULTIMATE LOAD VALUES SHOWN 1/4" DI4 RAWL LOK/BOLT ANCHOR ( SLEEVED DRIVE ANCHOR ) MIN. TENS /LE 1190 — MIN. SHEAR 1520 — 1 1/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 1200 — MIN. SHEAR 1270 — 1 1/8" MIN. EMBED. IN MASONRY 1/4 -20 RAWL CALK —IN ANCHOR ( MACHINE SCREW ANCHOR ) WITH 1/4 -20 BOLTS MIN. TENSILE 1870 — MIN. SHEAR 1730 — 7/8' MIN. EMBED. IN CONCRETE MIN. TENSILE 880 — MIN. SHEAR 1340 — 7/8" MIN. EMBED. IN MASONRY 1/4" PERMA —SEAL TAPPER BY R4WL ( MASONRY SCREWS VARIOUS HEAD TYPES ) MIN. TENSILE 1520 — MIN. SHEAR 1980 — 1 1/2' MEN. EMBED. IN CONCRETE MIN. TENSILE 880 — MIN. SHEAR 1270 — 1 1/4' MIN. EMBED. IN MASONRY 1/4' ZAMAC NA/UN BY R4WL ( ZAMAC HAMMER DRIVES ) MIN. TENSILE 980 — MIN. SHEAR 1400 — 1 3/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 730 — MIN. SHEAR 1320 — 1 1/4' MIN. EMBED. IN MASONRY ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1/4" S7r`Zc LAGS OR LARGER WITH 1' MIN. THREAD PENETRATION, 1/4 -20 BRASS WOOD BUSHINGS OR 7/4' ELCO PANEL MATES WITH 1 7/8' MIN. THREAD PENETRATION. REFER TO SHEETS 5,6 etc 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBEDME7VTS IT SHALL BE THE RESPONSIBILITY OF 711E CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITHSTAND THE ADDITIONAL L0405 AND INSURE PROPER ANCHORAGE EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING METAL7EiCH, INC. HL4LEAH, FL " " D4DE COUNTY PRODUCT CONTROL APPROVED " WARNING 70 OWNER OR TE7VANT LOCATED IN EACH HEADER OR ONE PANEL OF EACH OPENING, STATING ' STORM PANELS WILL NOT OFFER HURRICANE PROTEC770N UNLESS ALL RONFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED. WHEN REOURED " PERMANENT FA$7F/VER COMPONENTS: EMBEDDED ANCHOR BOLTS; THREADED CONES OR METAL SHIELDS, NOT IN USE MUST BE PROTECTED AGAINST CORROSION, CONTAMINATION AND DAMAGE AT ALL TIME. ,.; • ROBERT S. MONSOUR, PE EB- 0006024 RAMS ENGINEERING, INC. APPROVED PS COMPLYING WITH THE SOUTH FLORIDA 'BUILDING CEDE DKr '" 1 BY PRODUCT CO LL DIVISION BUILDING •CODE COMPLIANCE OFFICE ACCEPTANCE NO. q -0B04 •O3 24 ga. W Z a 2 cc ` 0 r 1 REVISIONS BY 06/12/98 8/14/98 SP SP SP SEP/JRB 01/10/98 SHOWN 9 . 1 DETAIL 1 SEE ANCHOR SCHEDULE CONFECTION TYPE "B" .500 SEE ANCHOR SCHEDULE CONNECTION TYPE "D" OBSTRUCTION FLOOR 1 AND MACHINE SCREW ANCHOR 12' ac. FULL 577RM PANEL (T'Y1 •) A aRIJ A iwr VARY R ® FIANCE MAY BE REVERSED THRU BOLT W/ LOCK NUT 12" 0.0. HEADER or SILL DETAIL 5 SEE ANCHOR SCHEDULE .500 CONFECTION TYPE "B" DETAIL 9 SPECLIL PANEL CONFIGURATION Aar BE NEEDED FOR TRAPPED WIDTHS PANELS Aar BE ADDED TO WITH A AL4XIARBI ADD -ON OF 3 FASTENED TO PAND.. BY THE USE OF /64 POP RIVETS 3/76 TUBULAR RIVETS DR 10 -24 BOLTS 16' O.C. RF7WIlN PAN VARIOUS SIZES OR OTHER HEADER or SILL REFER 70 MAT APPUCA7TON FOR PROPER CONNECTION TYPE O CONTINUOUS BLOCKING 2 PIECES FASTEN TOGETHER WITH /64 RIVETS OR /8 TEZX SCREWS 12" 0.0. RETURN PAW ANGT.Z MBE OR WOOD MLLST BE USED ON ALL BUILD OUT CDNDIT10N5 TO CLOSE OFF E OS 1/8 X 1 1/2 FLAT BAR '.SILL I STUDDED WITH WANG VIS , NOTE'*' -4 r EO : ED a. COMECTION TYPE "C" . SEE ANCHOR SCHEDULE CONNECTION TYPE "A" ( H;: SILL DETAIL 2 NOTE* SLOTTED MOUNTING MOLE MAY EE USED N CENTER WEB OF PANE] TIP. FOR ALL SPECIAL PAN APPUCi TIONS PLAN VIEWS DETAIL 12 A, 8, C & L I MIN. TLS PSF MAX NUM • =' MAXNUM PANEL. MOW 96". DETAIL 10 E0 DETAIL 3 ,O HEADER or SILL MAY BE INSTALLED IN REVERSE DIRECTION OR ® CONTINUOUS BLOCKING 3/16 ANGLE BOLTED TOGETHER WITH 1/4 -20 THRU BOLT W/ LOCK NUT 6' 0.0. USED AS HEADER OR SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "E" DETAIL 6 HEADER or SILL R 1 MAY BE INSTALLED IN REVERSE DIRECTION AS DI DETAIL 6 SILL ON BOTTOM o r O HEADER of SILL E. • 4. NOTE' CON7AVL'OUS BLOC/GM R■ 3/16 ANGLE BOLTED TOGETHER WITH 1/4 -20 THRU 801.7 w/ LOCK NUT 6" O.C. USED AS HEADER 07 SILL RO CONTINUOUS BLOCKING 3 /16 ANGLE 1/4 -20 A4LSHINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 3' 0.0. • . MIN.- EDGE &STANCE . _POURED CONCRETE ONLY OPTIONAL USE OF 1/ 8 MOLE FOR PURPOSE OF -MM YG )ULL FLOOR PLUG MID MAL7LAE SCREW ANCHOR 12' 0.0. MAXIMUM GAP BETWEEN S7ROM PANEL AND 02 0. SHALL NOT EXCEED 1/4' _ 1/4-20 x 3/4 KNURLED STUDS AS VIEWED FROM FRONT NEW WAIN WASNF$D wymvUIS (7 7'.) INSIDE CLOSER PAN ASSDIMBLr 1/4-20 ECU C-D' MON 001701 CNE EACH SIDE PAN WUNOLE PMA2 NOTCHED AT 80770M 10 PASS OVER SAID AND WANGNUT N 501 (EACH SIDE) Viral •-• .. a•e'. 5(1 ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 4 E0 9' MAX14UM £0 E0 NOTE:* SEE ANCHOR SCHEDULE CONNECTION TYPE "A" OR OTHER HEADER or SILL REFER 70 THAT APPLICATION FOR PROPER CONNECTION TYPE CONTINUOUS WOOD BLOCKING VARIOUS SIZES DETAIL 7 `, \E.D. E.D\ C s - rop I PANEL ROBERT MONSOUR, PE EB- 0006024 QR'0'IS ETIGINEEIING, PAC ' 119 001 OR DOOR OPEvaiC 2 3/4' MAX. PI4XJI PI PWACI` STORM PANEL - HORIZONTAL INSTALLATION ELEVATION DETAIL 11 M4Y BE MOUNTED vER71G LLY OR HORIZONTALLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR • TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH– STAND THE ADDITIONAL. LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE INTSALL INTO W000, CONCRETE, MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO 2 SOUTHERN PINE WITH 0055 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE APPRC`vED AS COM? Y :NG VERTICAL INSTALLATION ELEVATION SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 8 SEE ANCHOR SCHEDULE CONNECTION TYPE "D" OR ® CONTINUOUS BLOCKING BOLTED 70GE77-1ER WITH 7/4-20 THRU BOLT W/ LOCK NUT 12" 0.0. R ® GONTINUOUS BLOCKING 1/4-20 x 3/4 KNURLED 517.1175 - WITH W4SHERED WINGNUTS 12 1/2' 0.G (TYP.) SOUTii FLORiv,: SU.LD:?:G CODE Y'Trl THE DAIL _12 BY PRODUCT CO: ,R01 DiV;S ON • BUILDING" CODE CC7,WL;ANCE OFFICE ACCEPTANCE NO.q 8 -0 304.03 1 REVISIONS 9Y 03/20/98 sP 06/12/98 sP 08/14/98 sP 1 U C✓ StP /v1;23 /RSV . 7 01/10/98 m 8 001 POT 2 1/4 -20 FLOOR PLUG WITH MACHINE SCREW ANCHOR HEADER OR SILL CONCRETE OR MASONRY e . CONFECTION TYPE "A E p . REFER TO DEFECTION CHART 1/4 -20 FLOOP, PLUG WITH 1/4 -20 BRASS WOOD BUSHING HEADER OR SILL INTO WOOD — 1" MIN. GLASS STORM PANEL CONNECTION " DETAIL 19 NOTE: DETAIL 15 SERVE THRU WINDOW STORM PANEL THE METALTECH STORM PANEL MAY BE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEADER OR SILL THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF ONE OR A COMBINATION OF DETAIL 13 NOTE:* nTA1L 13 3/8" THRUBOLTS 9 1/2" O.C. WITH 2X3X.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48" 1 1/4" MAXIMUM WOOD COUNTER 1 1/4" MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MATERIAL SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12" O.C. X z NOTE* 1/4" PANEL MATE SCREW WITH 14 -20 STUD HEAD . o WITH WASHERED WINGNUT HEADER OR SILL • . CONCRETE OR MASONRY CONNECTION TYPE "A" 7 1/4 " PANEL MATE WITH MACHINE SCREW HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL WOOD, CONCRETE OR MASONRY 0or® HEADER or SEC OR ® CONTINUOUS BLOCKING 1/4 ANGLE DETAIL 20 ADJUSTABLE HEADER OR SILL REFER TO DEFECTION CHART GLASS 1 STORM PANEL TION TYPE "A" SCREWED OR BOLTED TOGETHER WITH 1/4-20 Th RU BOLT W/ LOLX NUT 12" 0.C. DETAIL 17 59.5 PSF MAXIMA / PANEL MIGHT 109° IIIAXM N 1/4-20 MASH /NE SCREW ANCHOR $1771 SIDEWALK BOLT OR 1/4" MASONRY SCREW 4" O.C. 3" MIN. EDGE DISTANCE POURED CONCRETE ONLY NOTE:* PANEL SECURED WITH WASHERED W/NGNUTS STUCCO FINISH REFER TO DEFECTION CHART IT SHALL BE THE RESPONSIB/UTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE: SHUTTER SYSTEM MAY BE /NTSALL INTO WOOD, CONCRETE, MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO 12 SOUTHERN PINE • WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE . - OR SUCURELY ATTACHED TO F RAMlt/ 0 RI��T� f APP S' -� x , ?��. _P ING WITH THE SOvt ' O ?!DA BUILD :ND CODE TI r DAT' 0 • .. Qk_ ,996 STORM PANEL ROBERT S. MONSOUR, PE EB- 0006024 errs FnCmOlnc, Bic ©O DETAIL 14 HEADER or SILL a e . SEE ANCHOR SCHEDULE CONFECTION TYPE "C" DETAIL 18 NOTE:* • CONECTION TYPE "A" ft, GLASS CONNECTION TYPE "A" FM STUCCO IN5TALLATI ON BY PRODUCT CON'L DIV!S -ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO I g 04 -0; • i REVISIONS BY • 4/20/98 06/12/98 08/14/98 SP SP SP SP Mai si / JRB /.0 I . 7 01/10/57 SNOW Ba001 sar 3 "m. N W DESIGN PRESSURE PANEL SPAN ' 24 44 47.81 123 51.23 119" 58.06 112" 61.47 109" 66.85 104" 71.46 100" 75.30 95" 81.45 88" 86.83 82" 91.44 78" PANEL HEIGHT 0 over 90'-124' WALL MOUNT 2 5/8" 3 1/2" INS /DE MOUNT 2 5/8" 3 1/2" BUILD OUT 2 5/8" 3 3/4" PANEL HEIGHT 0 04' 104 -124" WALL MOUNT 2" 2 1/4" INS /DE MOUNT 2" 2 1/4" BUILD OUT 2" 2 1/4" THE METALTECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STROP. REFER TO PANEL DEFLECTION CHARTS. U m 24 ga STEEL MOD 3. FRONT VIEW SIDE NEW 1 124" MAX. PANEL HEIGHT NO PANEL STRAP IS REQUIRED PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL HORIZONTAL BRACE STRAP 1/4 -20 STUD WITH WINGNUT 12 1/2" 0.C. 1 /8" X 3/4" FLAT ALUMINUM BAR SIDE VIEW FRONT VIEW DETAIL "F" MAXIMUM GAP BETWEEN PANEL AND HEADER IS 1/4' (TYP.) DETAIL °F° FASTENER MUST BE IN NORROW POR710N OF KEY HOLE MOUNI7NG HOLE MAY ALSO BE A 9/16' 12L4. CIRCLE DETAIL "G" EXPLODED ASSEMBLY rico DETAIL 13 ON SHEET 3 HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY DETAIL 3,4, & 8 ON SHEET 2 24 GAUGE MAXIMUM IMPACT- STEEL STORM PANEL DETAIL 13 ON SHEET 3 DETAIL 3,4, & 8 ON SHEET 2 WALL MOUNT WALL MOUNT BOTTOM ANCHORING PANEL ArVG PANEL 10 P d ! B OTTOM , TOP A! No OR SLL > STUDDED FRONT VIEW SIDE VIEW HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 HEADER DETAILS 3,4 AN 8 ON SHEET 2 WA MOUNT HD& ANDS I ROBERT 'S. MONSOUR, PE EB- 0006024 RA11 EIIGINEEQUIG, INC 124" MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSPAN PANEL DEFLECTION CHART WITH HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL DETAILS 5,7,9,10 AND 11 ON SHEET 2 TYPICAL SECTION VIEWS DETAILS 5,7,9,10 AND 11 • ON SHEET 2 • BUILD OUT KM HA% AND Sat DETAIL 2 ON SHEET 2 •DETAIL 16 ON SHEET 3 DETAIL 4:ON SHEET 2 INSIDE MOUNT WITH HDR AND SILL APPROVED AS COMPLYING WITH THE . SOUTH FLO BUILDING CODE DFTF Q C [ 17 AA- (91 19 9.13 BY PRODUCT CONt;OL DIV.S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO SS- 0304.03 REVISIONS BY 03/20/98 sP 06/12/98 SP 08/14/98 sP SCRAMS 01/10/98 5r vwly 98001 7 4 r • A N C H O R ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 16 : 13 • 8 13 : 13 14 13 7 13 13 16 13 7 13 13 13 13 6 13 13 15 13 6 13 13 12 12 5 12 : 12 15 7 .6 10 . 11 11 5 5 7 8 16 13 8 13 13 13 10 16 12 . 6 13 13 12 9 14 11 5 13 13 11 8 6 ....... 6 ... .._ 4 : 6 5 4 • 13 13 13 13 13 : 13 13 13 12 12 11 - 11 114' RAWL ZAMAC NAIUN DRIVE (HAMMER DRIVE) 1 318 MIN. EMBEDMENT IN CONCRETE 1 114" MIN. EMBEDMENT IN BLOCK VARIOUS HEAD TYPES I•U:i =O (MASONRY SCREWS) 1/4 RAWL PERMA-SEAL TAPPER 1/4 ELCO PANEL MATES 1 1? MIN. EMBEDMENT IN CONCRETE 1 1/4 MIN. EMBEDMENT IN BLOCK 1/4-20 x 7/Er 1/7 DIA. RAWL CALK -IN (MACHINE SCREW ANCHOR) 7/8' MIN. EMBEDMENT 68- SPAN 1 .88 SPAN 124' span 6F SPAN 88' SPAN 124 span 13 4 11 4 10 4 - 4 5 16 13 13`13 - 13 16 13 9 16 13 12 13 -13 - 16 13 7 16 13 10 : 13 13 16 - 13 16 16 13 16 16 16 16 16 . 16 16 16 10 1 13 13 10 13 13 8 13 13 12 s' 13 9 7 8 6 13 13 13 13 13 11 10 9 S C H E D U L E 11 13 16 13 j 14 13 13 13 1 3 12 13 11 11 8 10 7 ` 9 3 4 . 3 3 3 4 3 13 . 13 16 12 : 7 13 : 13 13 ' 13 14 : 11 6 13 13 13 13 13 10 5 13 13 4 5 _ 3 .�_ 3 4 _ 5 __ _4 3 16 1 16 10 16 9 : 7 12 13 13 16 : 16 1 13 ` 13 13 16 16 10 : 13 13 15 13 13 13 16 : 16 8 13 € 13 14 : 13 13 8 3 13 11 1 3.....,__ 16 6 13 _ .... _ .. _ 15 5 14 . 14 3 6 5 10 9 ROBERT . MONSOUR. PE EB- 0006024 PATS C1GINEERIIIG, INC NOTES: SPANS AND LOADS SHOWN IN TINS SCHEDULE ARE FOR DETERMNING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FlNISHES SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE 771E RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 771E SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. A??7.0VED AS COMPLY= WITH THE SOL L IDA BUILDING CODE d DP.7 -Ol 1, D ?::D::, _ . c; ''. OL DIV:S 0 . SWILC,,`:G CODE CCMPL;NCE OFFICE .CCUTANC= NO. Qq -Go u -o3 • • REVISIO BY 03/20/98 sP 06/12/98 sP 08/14/98 sP V v z 0 0 0 0 W • arms 01/10,98 sr�ol►r/ 5 T .® ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 1!4' RAWL LOK/BOLT (SLEEVE ANCHOR) 1 1/8' MIN. EMBEDMENT ANCHOR l I 1A 1!4" RAWL ZAMAC NAIUN DRIVE (HAMMER DRIVE) 1 3/8' MIN. EMBEDMENT IN CONCRETE 1 1/4' MIN. EMBEDMENT IN BLOCK VARIOUS HEAD TYPES MIMIZZIMBa- (MASONRY SCREWS). 1!4' RAWL PERMASEAL TAPPER 1!4' ELCO PANEL MATES . 1 12 MIN. EMBEDMENT IN CONCRETE 1.114" MIN. EMBEDMENT IN BLOCK 114-20 x 718'. 1?DIA RAWL CALK-IN (MACHINE SCREW ANCHOR) 718' MIN. EMBEDMENT 124 span 6s SPAN 3' S C H E D U L E 13 12 13 1 11 7 11 6 1 9 6 1 '8 • ROBERT .: MONSOUR, . PE EB- 0006024 Turns a1GNEERBIG, flC NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DE TE thINING ANCHOR SPACING ONLY. FOR. ALLOWABLE SPANS VS. DESIGN LOADS REFER . TO SHEET 4. MINIMUM . EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED. AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY APPROVED AS COMPLYING WTH THE SOUTH P OR DA BU:! DING CODE DAT ' 'k 1° BY /ir/ PRODUZT COI ' OL DIY:S -OM BUILDING CODE COMPL+ANCE OFFICE ACCEPTANCE NO C k ?)- 0304-03 1 REVISIONS 0 3/20/98 0 6/12/98 08/14/98 • BY SP SP SP v Fe v 5 F N w 0 0 0 0 0 •w W • ANC CONNECTION TYPE A J BIC DIE WOOD APPUCATIONS ANCHOR TYPE BRASS WOOD BUSHING 1" MIN. PENETRATION -1-\41-1-T-T-T411-> '", -^".,, "'". •';..- • ''' ..:',''.X-a'''''''',.."',.. .u.:' ."?.'"' ' ' ''"i` . ,..,- • , C.;:=Y::-.---• '''A'''.:':'.=.-.,4 1 :-,'..x. —.......... WOOD LAGS 1" MINIMUM TREAD PENETRATION WOOD LAGS 1" MINIMUM TREAD PENETRATION 1-M-ViaMUM> WOOD LAGS 1" MINIMUM TREAD PENETRATION WOOD LAGS 1" MINIMUM TREAD PENETRATION 1/4-20 1/4" DIA- SPAN 68" SPAN 88" SPAN 105" SPAN 124" SPAN 68" SPAN 124' SPAN 68' SPAN 5/16" 88" SPAN 105" SPAN 124" SPAN 68" SPAN 3/8' 88" SPAN 105" SPAN 124" SPAN 68" SPAN 7/16 88" SPAN 105" SPAN EU& 1/4" ELCO PANEL. MATES 1 7/8" MIN. 'THREAD PENETRATION pimmuzly) • 1/4" ELCO PANEL MATES 17/8" MIN_ THREAD PENETRATION NOTES: 124" SPAN 68" SPAN 1/4" 88"SP • 105" SPAN 124" SPAN 68" SPAN 1/4" 88" SPAN 105" SPAN 124' SPAN SPANS AND LOADS SHOWN IN MS SCHEDULE ARE FOR DETERPANING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4, WHEY ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL 70j2 SOUTHERN PINE 0.55 SPECIFIC G241/I7Y AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURaY ATTACHED TO FRAMING STRUCTURE SHADED ARE4S REPRESENT ANCHOR COMMONS THAT ARE NOT ACCEPTABLE TT SHALL BE THE RESPONSMILJTY OF THE CONTRACTOR TO VE7i7FY THE SOUNDNESS OF • THE STRUCTURE TO WITH STAND THE ADDITIONAL • LOADS AND INSURE PROPER ANCHORAGE - SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. SCHED 14 13 . .5 13 13 11 8 : 4 . • 11 9 4 4 • 6 83 3 • 4 • 3 16 • 13 8 ! 13 13 14 • 11 6 13 13 • 12 6 5 _ ; 9 10 . 4 3 . 5 .4 • 16 13 10 ; 13 . 13 16 13 ! 7 13 13 14 : 7 •6 9 10 1245 6 4 16 13 11 13 13 • 16 13 • 9 • 13 13 16 8 • 7 11 • 12 13 5 6 6 5 16 13 12 : 13 13 16 : 13 : 9 : 13 ; 13 16 9 • 8 12 11 15 5 7 . 7 6 • : • :4L 4 ^:€- --- : -- ":"-"; • 16 • 13 8 13 13 14 11 6 : 13 13 12 - 6 . 8 . 9 10 1 4 : 3 5 : 4 16 13 8 13. 13 14 11 6 , • 13 • 13 12 • 6 • •• • 8 9 10 • 4 3 .5 .4 15. 13 12 6 10 : 4 : 4 13 8 5 13 9 . 4 16 13 ! 9 13 13 16.8 7 10 12 • : -14 10 9 4 6 4 13 • 13 5 4 16 : 12 -; 8 13 13 14 5 6 7 14 5 6 6 5 16 • 13 r. 10 13 13 . 16 8 8 12 13 • 15 5 : 7 7 : 6 15 13 6 13 13 • 16 16 13 ! 9 6 L7 1 8 13 7 • ROBERT . F3id/sItOUR; PE .EB -0006024 ClIGINCERING, 12 6. 9 3: 5 4 . 8 4 9 3 14 7 5 16 • 8 13 4 7 :11 13 6 5 : ; 4 • 1619 8 12 13. 14 • 6 .• • 6 .. 4 APPRETv'D AS COMPLYING MTH SOUTH FLONDA BUILDING CODE • Bp. 1 C ie BY PRODUCT CO.. 101. D!V S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. C I C 6 - t 3 0 • C [ 68/1:798 • err SP 0 • 1 111 SU SWIM 01/10/98 SHOirN • 7 7 DOM METRO -MDE PRODUCT CONTROL NOTICE 0 Alufab Hurricane Shutters, Inc. 2349 N.W. 147 Street Opa Locka FL 33054 METROPOLITAN 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 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Shutter 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 Alufab Hurricane Shutters, Inc. Drawing No. 96 -280, sheets 1 through 8 of 8 dated 06/25/97, signed and sealed by Walter A. Tillit Jr., P.E. (For listing, see Section 8 of this Notice of Acceptance) has 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.:96- 1107.02 Expires:07 /17/00 Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE 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: 07/17/97 Internet mail address: postmaster ©buildingcodeonline.com dr or \!�rI Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Alufab Hurricane Shutters, Inc. ACCEPTANCE NO.: 96 1107.02 APPROVED July 17, 1997 EXPIRES July 17 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves a 20 ga. galvanized steel storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 96 - 280, Sheets 1 through 8 of 8, using 20 ga. galvanized steel, structural grade ASTM A653, Grade 40, (minimum Fy = 44.390 lcsi), Coating: Hot - Dip Zinc - Coated Galvanized Designation of G -60 in accordance with ASTM A525. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 14.38 ", forming 2.004" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6 (unless otherwise noted) as shown on the approved drawing number 96 -280, sheet 1 of 8 bearing the Dade County Product Control approval stamp. . 2.4 Tested specimen's dimensions: 48" wide x 112" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 108" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 108" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 36" wide x 108" long overall (ATL # 0822.01 -96R) (PA 202) 48" wide x 108" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 112" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 109" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 110" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 108" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 112" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 36" wide x 108" long overall (ATL # 0822.01 - -96R) (PA 202) • 48" wide x 152" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 152" long overall (ATL # 0822.01 -96R) (PA 202) 3. LIMITATIONS 3.1 The maximum design pressure will be dependent on the maximum panel length, the mounting details, the anchorage details and the minimum separation from glass to be protected. For all the approved installations, refer to the details, sections and schedules shown on the approved drawing number 96 -280 sheets 1 through 8 of 8 bearing the Dade County Product Control approval stamp. 3.2 Minimum separation to existing glass to be protected shall be based on the maximum shutter length and maximum design pressure per schedule shown on the approved drawing number 96 -280 sheet 4 of 8 bearing the Dade County Product Control approval stamp. I„l -i 4 Mi/1._ Helmy A. kfakar, P.E.- Product Control Examiner Product Control Division Alufab Hurricane Shutters, Inc. ACCEPTANCE NO.: 96- 1107.02 APPROVED July 17, 1997 EXPIRES July 17, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves a 20 ga. galvanized steel storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 96 -280, Sheets 1 through 8 of 8, using 20 ga. galvanized steel, structural grade ASTM A653, Grade 40, (minimum Fy = 44.390 ksi), Coating: Hot -Dip Zinc- Coated Galvanized Designation of G -60 in accordance with ASTM A525. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 14.38 ", forming 2.004" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6 (unless otherwise noted) as shown on the approved drawing number 96 -280, sheet 1 of 8 hearing the Dade County Product Control approval stamp. 2.4 Tested specimen's dimensions: 48" wide x 112" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 108" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 108" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 36" wide x 108" long overall (ATL # 0822.01 -96R) (PA 202) 48" wide x 108" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 112" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 109" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 110" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 108" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 112" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 36" wide x 108" long overall (ATL # 0822.01 -96R) (PA 202) • 48" wide x 152" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 152" long overall (ATL # 0822.01 -96R) (PA 202) 3. LIMITATIONS 3.1 The maximum design pressure will be dependent on the maximum panel length, the mounting details, the anchorage details and the minimum separation from glass to be protected. For all the approved installations, refer to the details, sections and schedules shown on the approved drawing number 96 -280 sheets 1 through 8 of 8 bearing the Dade County Product Control approval stamp. 3.2 Minimum separation to existing glass to be protected shall be based on the maximum shutter length and maximum design pressure per schedule shown on the approved drawing number 96 -280 sheet 4 of 8 bearing the Dade County Product Control approval stamp. Helmy A. Makar, P.E.- Product Control Examiner Product Control Division • Alufab Hurricane Shutters, Inc. ACCEPTANCE NO.: 96- 1107.02 APPROVED July 17, 1997 EXPIRES July 17, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3.3 Maximum clearance between top of panel and inside of header shall be 1/4" . 3.4 Reinforcement: See Storm Panel Elevation, Sheet 1 of 8, Drawing No. 96 -280. 3.4.1 Panels bolted utilizing a 1/4 " -20 M.S. w/ 7/8" x 3/32" wingnuts @ every overlap at midspans. See Wall/Floor Mounting Installation Section 8 of the drawing above. 4. INSTALLATION 4.1 The panels shall be installed only with the maximum panel length, the mounting details, the anchorage schedules and the minimum separation from glass to be protected as shown on the approved drawing number 96 -280 sheets 1 through 8 of 8 bearing the Dade County Product Control approval stamp. 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 96 -280, Sheets 1 through 8 of 8. Substitution of anchor type or indicated embedment is unacceptable. 43 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not . in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Dade County Product Control Approved ". 5.2 Also, a Warning Note shall be permanently labeled at each opening to be protected with shutter length over 108 ", each panel shall hase a legible permanent marking in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts are properly installed. 6. USE 6.1 Application for building permit shall be accornpanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.13 Duplicate prints of approved drawings No. 96 -280, Sheets 1 through 8 of 8, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. Helmy A. Makar, P.E.- Product Control Examiner Product Control Division - 2a- TEST TEST LOAD DESIGN LOAD Deflection ARGE MISSILE IMPACT TEST SFBC PA 201 -94 (108" SPAN) SATISFACTORY ALT # 0822.01 - 96R Max. 2.75" ARGE MISSILE IMPACT TEST SFBC PA 201 -94 (152" SPAN) SATISFACTORY ALT # 0822.01 - 96R Max. 1.94" YCLIC WIND PRESSURE TEST SFBC PA 203 -94 (112" SPAN) POSITIVE +72.0 PSF ALT # 0822.01 - 96R +55.0 PSF ALT # 0822.01 -96R YCLIC WIND PRESSURE TEST SFBC PA 203 -94 (112" SPAN) NEGATIVE - 86.0 PSF ALT # 0822.01 - 96R -66.0 PSF ALT # 0822.01 -96R - YCLIC WIND PRESSURE TEST SFBC PA 203 -94 (152" SPAN) POSITIVE +46.0 PSF ALT # 0822.01 - 96R +35.0 PSF ALT # 0822.01 -96R YCLIC WIND PRESSURE TEST SFDC PA 203 -94 (152" SPAN) NEGATIVE - 72.0 PSF ALT # 0822.01 - 96R -55.0 PSF ALT # 0822.01 -96R 1 ORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 (108" SPAN) POSITIVE +105.0 PSF ALT # 0822.01 - 96R +70,0 PSF ALT # 0822.01 -96R Max. @ design 1.190" 1 ORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 (108" SPAN) NEGATIVE - 127.50 PSF ALT # 0822.01 - 96R -85.0 PSF ALT # 0822.01 -96R 1 ORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 (152" SPAN) POSITIVE +52.50 PSF ALT # 0822.01 - 96R +35.0 PSF ALT # 0822.01 - 96R Max. @ design 1.625" 1 ORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 (152" SPAN) NEGATIVE - 82.50 PSF ALT # 0822.01 - 96R - 55.0 PSF ALT # 0822.0i -96R • ESIGN PRESSURE RATING: Length / Minimum Separation from Glass / Anchor's Type, 96 - 280, Sheets 1 through 8 of 8. For Maximum Design Pressure / Maximum Panel Spacing Schedule & Embedment, see Drawing Number • Alufab Hurricane Shutters, Inc. ACCEPTANCE NO.: 96- 1107.02 7. TESTS PERFORMED: APPROVED July 17, 1997 EXPIRES July 17, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 20 gage (0.036 ") storm panels, prepared by American Test Lab of South Florida, Report No. ATL # 0822.01 -96R, dated Sept. 24, 1996, signed and sealed by Gerard B. Sullivan, P.E. 8.2 Drawing: 8.2.1 Drawing No. 96 -280, Alufab Hurricane Shutters, Inc., 20 gage Steel Storm Panel, Sheets 1, 2, 3, 4, 5, 6, 7, and 8 of 8, prepared by Tilteco, Inc., dated 06/25/97, signed and sealed by Walter A. Tillit Jr., P.E. a--v. A it/Vj Makar, P.E. - Product Control Examiner Product Control Division -2b- Alufab Hurricane Shutters, Inc. ACCEPTANCE NO.: 96- 1107.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8.4 Calculations: 8.4.1 Storm panel shutter calculations, Sheets 1 through by Walter A. Tillit Jr., P.E., dated 09/18/96. 8.4.2 Storm panel shutter calculations, Sheets 1 through by Walter A. Tillit Jr., P.E., dated 05/12/97. July 17, 1997 July 17, 2000 83 Material certification: 83.1 Mill Certified Inspection Report, dated 07/10/97, for Hot Dipped Galvanized coating 0-60 Steel, ASTM A653 Grade 40 by Robert O'Neil of R & R Metals, Inc., with chemical composition and physical properties. 8.3.2 Tensile Test Reports from Certified Testing Laboratories, Job No. CTL -766B dated 09/23/96 for galvanized steel, tested per ASTM E8 -93, signed and sealed by Ramesh Patel, P.E. 14L by Tilteco, Inc., signed and sealed 24 by Tilteco, Inc., signed and sealed Helmy A. Makar, P.E. - Product Control Examiner Product Control Division -2c- • Alufab Hurricane Shutters, Inc. ACCEPTANCE NO.: 96 1107.02 APPROVED July 17, 1997 EXPIRES July 17, 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: "Dade County Product Control Approval ", 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. �. 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 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 u.cr by :he manufacture: or its distributors and shall be available for inspection at :he jet) site at all time. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this Last page 3. Items 10, 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in al: other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastenar shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Helmy A. Makar, P.E. - Product Control Examiner • Product Control Division END OF THIS ACCEPTANCE rM ax. 1 Min. Ma 1.050 L_- • .010" Deep x .i 90 0 0 d .250 1.250 7 fl ET I - rI 1.400 .075 .250 + 398 0.0 .240 I.D. .039 R. 2.041 - -•-f 1. <00" UN 0 TED PANEL (Sa CHt 0ULE) SECTION A -A 74.380" (TOTAL WIDTH 1.230 20 GAGE Go/r. STEEL 55.50• 12.000" (EFFECTIVE WIDTH) 0 PANEL SCALE :: 3/8" = 1" r .-.725- 1 90 .07 �' B Oio. n o CONCRETE ANCHORS (SEE SCHEDULE ■ Tr n III 111011111111 SCALE 1 1/2" = 1 1.050- l .030" OP (6) ® "T" TRACK 05 WEDGE PIN (1" LONG) SCALE: 1/2" = 1" (6005 -T5 ALUMINUM ALLOY) SCALE: 1/2" = 1 " ti TT I BCLT_D SA LS 114 0 M. W/ 7 8 "x 3/3 NL 0 7 RLA MRCS AN ( 'f 3" Mor� 1 Min. 0 LOCKING P /NS 0 6 O. C. CONCRETE ANCHORS (SEE SCHEDULE) -3 Mox. STORM PANEL ELEVATION SCALE 1 1/2" = 1' -0" ∎ \ \ \ \ \� - 1/4' Mor. CAP-441 \ BOLT WING 0 EDUCE) O T L !r7 (3) FULL R. -0; 1.750 .125" .094" o R. 0. 093" R. 0. 250" ® "F" TRACK SCALE: 1/2" = 1 4.000 .250 2.125 "- ® HEADER (6005 -T5 ALUMINUM ALLOY) SCALE: 1/2" = 1" ® ANGLE WITH STUD SCALE: 1/2" = 1" 1/4" 0 S. S. STUD RIVETED TO ANGLE 0 12" 0. C. 2" x 4" (Max.) x .125" ANGLE • SCALE 1/2" = 1 " �yf 2.357 " - - ° o R. O. .250" (3) FULL R. ® HEADER (6005 -T5 ALUMINUM ALLOY) SCALE: 1/2" = 1 " Mox. 125 Typ, 125 �.R Typ. 750 ® CHANNEL SCALE: 1/2" = 1 " i 2 Max.-7 SEE (2, o DETAIL 1 t .093 - n 1 90 CHANNEL WITH STUD SCALE: 1/2" = 1 " COMPONENTS GENERAL NOTES: 7. STORM PANG HAS BEEN DESIGNED N ACCORDANCE MIDI TIE DACE COUNTY. 1994 EDITION OF THE SOUTH FLORIDA BULDING CODE DESIGN PRAM LIMOS 9i4LL BE OETERIMED AS NY SECTION 6 OF ASCE 7 -84 MTT1/ 110 m.p.h. B4SRC MNO SPEEfl _ KESISTAACE AMS BEEN VERIFIED IN ACCORDANCE MTN =DONS 2315 ! 2374 RESPECTIWELY Or ME ABOVE MENTIONED CLUE AS PER AMERICAN TEST 1 T. LAB REPORT / 0.72.01 -9 NI SIE SHEET ROLLED) AND 7D HAVE C GTL-60 DUALITY AVM A-65X GRADE 50. LESKi1 MOM 5 :.. ALL ALUMINUM EX7RL610l16 SHALL BE 6 063 -76 ALLOY MUSS OTTBRNlSE NOTED. N ` 4 ALL SCREM5'70 BE SLVMESS STEEL 304 OR 376 SERIES N 5. BOLTS TO BE 2024 -T4 ALUMINA/ ALLOY. GALVANIZED OR STAINLESS STEEL LATH 36 kW MINIMUM YIELD POINT. 8. ANCHORS 70 NALL 94ALL BE AS FOLLOWS (UNLESS OINERINSf NOTED) (4) TO EXESTWMC POURED CONCRETE: - I/4 • TAPCOM ANCHORS .45 IMNUFACTULED BY LLN: RMEAT OR ELCO NDL/3777IE . - 1/4 • RAIL ZAAMC NOM ANCHORS AS M4M,FACTLIED Elf THE RAWL PLUG COMAIM; NC - l/4 • x 7/6• /BAWL CUX-N ANCHORS OR ELCO mail t finale 'FWELW7E'.5 MWLFAC7URED BY THE RAWL PLUG Gg IPANY AND EL50 INDUSTRIES 1 C7? Y: NOTES: D.1) MNIIUM E7ABEDWENT N70 POURED CONCRETE OF TAPCON ANCHORS 6 1 3/4' FOR RAIL ZAJAC 1MLIN 6 / )/Ill & FOR ELM PAMELA= 5 1 7/8: CONCRETE mom � ANCHORS SHALL D 0170 TTHE PGURFD 1/4. 0-20 SCREWS USED SHALL BE 1 7/2 LDNG WAN SHOULD STUCCO EAST. AND 1' MINIMUM FOR NULLS MTN NO STUCCO. D..3) N CASE 7741T PRECAST STONE PRECAST CONCRETE PANELS OR PAVERS BE F0E44O ON 7HE EX15764 NMI OR FLOOR. ANCHORS MARL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE DOWD SLAT1 PANELS: ANCWIRAGE SOU. BE AS INACATED Dw NOTES A /) t A.2) ABOVE 7D EXISTING CONCRETE at= AWL• 7I JT MOM & DOWERING c 4PAMr ISIS Sea t/7 16i0•64 6tWIS. FL MISS 11~ : ( .>1MJr7t -13•12 . : (XIS 77 -7577 MVLLIER A. MIT Jr.. P. E FLORIDA Lie 44167 (B) - I /4 • /APCOIV ANCHORS .45 MIM+FACTUED BY LEM RAIISET OR EGAD IIDUSJ76FS - 1/4 • RAMC ZAMIC maw ANCRDRS AS MIM,FACTLR D BY THE RAMZ PL.LIG COMPANY. NC. - 1/4" 0 • 7/13 RAIL C4LK -01 AACJAORS OR &LO ma.* laws, ?iWELIMTE AS MIMFACIVR D BY - DIE RAWL PLUG CO. MD QCO 1143L61R1E . RESPECTIVELY: NOTES: Al) MMHUM EIEIEAME T OF LAPGON AhCYHOR% RAN . ZAAMC MALIN ! ELL-- PMNCAMTE INTO THE CONCRETE BLOCK WIT SHALL BE 1 1/4 9.2) Z tr RAIL CAW-IN ANCHORS SHALL BE ENTERIC* EMBEDDED BIM THE COMdE75 &8 W81 NO E7BEDYENT 1470 S711LtiO SHILL. BE PERMITTED. !/4. 0-20 SCREWS USED 944!1 HE 1 1/2 WPC 1NR/H MOULD STU= COST. AND 1 • MINIMUM FOR NULLS NMI NO STUGL'O. B.3) N car 71 AT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EWING MAME ANCRIRICE SHALL BE 1 114' LONHtW FDIC MOORS MENTIONED WI B SUCH O. • 7/11 FOR ANCHORS ME141NED 14 82). (0) ANCHORS WALL fit 067711LEO FOLLOWS ALL OF THE RECCTIMEDATIOA6 AND SPECFIi TIOA5 OF THE ANCHORS MNRiFAC11907. 7. IWNELS MTH LENGTHS OVER D -4 9ALL EE BOLTED W/ 1/4 0-20 M2LT AND LMI GNUT AT OVERLAP MID MOLENGOL R PAAELS 7 7IW 8 (MELT T BRt1/31F 8) 1MOrt7Z O. 5 . (7) V `() T 17M T HEADERS A IT SHALL BE 7145 RESPONSIBILITY OF THE CONTRACTOR 70 YEW" 77E SOUNDNESS OF TIE STRUCTURE MOM" SHUTTER 6 7O EE ATTACHED 70 INSURE PROPER ANCHORAGE 7765 96l77E4 9/ALL. QAE.Y BE ATTACHED 7D CONCRETE BLOCK OR MOD FRAME BINDINGS. fa 9R?/ER MANUfACTURE]F9 S7ICKER 9L47L BE PLACID ON 77E E !POSED SURFACE OF RE CENTER FIANCE OF EVERY PANEL APPROXIMATELY' 4 A90. 7745 BOTIOU OF RICH PANEL 577'237 9W1 REVD AS FOLLOWS ALLFAB HURRICANE SHUTTERS GHA LAC:KA. R. DACE COUNTY PRODUCT CONTROL APPROVED. 1 1 -.1875 " -J -. '25" DETAIL 1: STUD W/ WING NUT SCALE: 1 : 1" MCA • 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. Imnrs LSO D•C •-2110 2341 AU BABA AVENUE 0R4- LOCLG4. FLORIDA 33054 MK 4 MK AV ,o•Nrar APPROVa AS COMPLYING WIT}f THE SOUTH FLORIDA BUILDING CODE DAT u•e zo 19 BY PRODUCT CON. et DIV.S ON BUILDINa CODE COMPLIANCE OFFICE ACCEPTANCE N0.4 Ss DADE COUNTY AS SNOW SCALE 8/24/98 DATE 98 - 210 DRAWING Ile SKEET 1 OF B CONCRETE (SCHEDULE) \I n Q POURED CONCRETE R£OURED (SEE SCHEDULE) FOR Min SEPARATION "5" TO DOSING GLASS Or MOOR OR S G. O. /// / 6 POURED CONCRETE OR CONCRETE &OCR NAL.L R£OUtREO ;; CONCRETE ANCHERS (SW SCHEDULE) SECTION 0 ANCHOR SECTION 0 STUD Cont. WALL MOUNT. INSTALL. — SECTION 1 scut: S /8" - 1 C1CwCRY7E (SE E SCHEDULE) E. O. - EMT DISTANCE (SEE SCHEDULE ON SHEETS 5 &6OF8) NOTE FOR COMBINATION OF SECTIONS : WALL/FLOOR /CEIUNC MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY 6VSTALLAT/ON. RA$L C4LK - D1 OR flCO nio e/remde piJ rLMATr (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK R£OLAREO 1 d POURED CONCRETE OR CONCRETE' 9LOCR wwLL REOUR£D (SE£ SCHEDULE 1 Wax SEPARATION 'S" 1 TO EXISTING CLASS 1 Or S RUoow OR RARE CALK Dr OR ELCO (SEE s nrr£ D i to TF' WALL, MOUNTING INSTALLATION WALL MOUNTING INSTALLATION — SECTION 2 SCALE s /a = 1 " (D. M.) — SECTION 3 SCALE. 3/8" - 1 CONCRETE ANCHORS (SEE SCHEDULE) C -7 \ \ \ \ \\ POURED CONCRETE RE / 0 POURED CONCRETE OR CONCRETE 6LOCR wALL REOLARED CONCRETE ANCHORS SrHEa t() patora CONORLTE OR CONCRETE Et OCR MALL REQUIRED L—(SEE SEW 1 FOR rm. SEPPARATION I TO £XISTINC GLASS Of MAVOw OR S G. D. r /I' •-20 S S LACHDNE 8CK T w/ NUT &MA9ER 0. C i h3 SECTION 0 ANCHOR Cont. IL ECO INC. TTLUT TrsTTMG t ENGIMERING COMPANY 46s5 KN .zawag r` > 14 r 4ASEM &MIN 'WALTER A. MIT Ja P. E. rLORQ4 tie. 44167 Cont. MK r • 6 "O. a V SECTION 0 MACHINE BOLT BUILD —OUT INSTALLATION — SECTION 4 SCALE: 3/8" = 1 ' POURED CONCRETE REOIIDt£O a Cont. 1/4" -20 S S LACM E d0<T r/ 7 /8' R . 3/3 • NMIC NUT 0 6 "0. C 4m1Ors POURED CONCRETE REOUtREO r 1 OLO ar• W-1eo IN4AM 3 CoNCRETE (SEE SC7dEDU FOR L-. SEPARATION 'S' TO EXISTING Of.ASS OF RADON OR S G D. Cont. ALTFRN4T£ D' AA=LtbastE OM 4t► r 7/8' r 5/32" ww NUT • (WRY STUD 012 "0.0 CONCRETE ANCHORS (5EE 50 £ 0. FLOOR /CEILING MOUNTING INSTALLA 770N — SECTION 5 SCALE:: 3/8' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT S - N PeR 9 BY PRODUCT CONT. L DIV:S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.18 - O -a 3 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2541 Au 8.484 AufNU DPI- LOm RORiO4 33054 4r>ii7W Conf. DADE COUNTY .45 9+10»7 SCALE 3/24/98 OA IF 98 — 210. ORAwDMG No SHEET 2 OF 8 T6 ALLOY (Plan) a t /4 POURED CONCRETE OR CONCRETE &OC1r WALL IirOUDiED n ALTERNATE LEG LOC roy 2' r 2' if .055' TO 7" r 5" r .055' Cont. ANn. ANGLE OR 080' 3105 - H154 SHEET METAL Au,m. SENT PLATE DR 18 GAGE GoW STEEL M LE Plan) - 1 ' SCALE- 1/4" 1" ROMEO COO Rl7E OR CONCRETE &OCR WALL f REQUIRED CONCRETE ANCTIORS 0 12'0. C 90' L t 133' CASE B (Plan) 1I 1 2' haw. 1/4* • DOLT •° r 4' 1 .093 • 72' Q C. 3105 - 404 OR 6063 - 78 &10Y D /,14CKNur ConL Mn. ANNE OR 18 GALE Gar. STEEL ANGLE END CLOSURES DETAILS APPROVED AS COMPLYING W'TH THE SOUTH FLORIDA BUILDING CODE DAT 2.31.. 1 BY PRODUCT CON ROL DIV.S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 15 20 GAGE STEEL STORM PANEL SOCIMMON Oro ac 40-760 2541 AU 9484 AMC 0P4 -LOCKI FLORIN 33054 AIM CV. no 4 41101'11111r AS SHORN SCALE 8/24/98 DATE 98 — 210 o RAw1NG No SHEET 3 Or 8 LUFAB HURRICANE SHUTTERS, Inc. DADE COUNTY CONCRETE ANCHORS (SEE SCHEDULE) POURED coNorrir REQUIRED i POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED 0 Li POURED CONCRETE OR CONCRf7t BLOCK WALL REQUIRED (SCE GO C a 7/8" • r 3/37" ItNG NUT o 12' 0. C. 1 .— (SEE SCHEDULE) FUR A6n. SEPARATION 1 To EX1STwc c CLASS ^ I M r OR S. C. Y. SECTION ® ANCHOR (SEE SNNEDULE) F OR Min, SETION 1 S To EXISTING PARA GLA 101 NNVDOw OR S. C. SECTION 0 STUD I-20 £ S ANCHNE BOLT w/ Nut & WA9tER • 6' 0. C. POURED CONCRETE REQUIRED BUILD —OUT INSTALLATION — SECTION 6 SCALE: 3 /d' - 1' Coat. V V A v Cont. Cont. Cont. CONCRETE MCNORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOOr WALL REOUREO (SEE SCHEDULE) CONCRETE ANCHORS (SEE SCHEDULE) FOR Ai I n. 1 rrsmic GGss OF IW 0W OR s G a 1.i L� 0 12 C. a 3 WALL MOUNT. INSTALL. — SECTION 7 SCALE: 3 /8' - 1 E. D. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS 5 & 6 OF B) NOTE FOR COMBINATION OF SECTIONS : WALL /FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ` 3 7 26rj RANI cALK -N oR ELM mcdo/Iinno4 POUND CONCRETE OR CONCR<7E BLOCK WALL REDUR£D POURED CONCRETE 1 1-- (SEE SCHEOULf) -4 ALTERNATE W APPLICABLE CLwcRE7€ - AocHoRs (srr_ SCHEDULE) FOR A&t SEPARATION EXISTING cuss or *mow oR s. a a Cont. SECTION 0 ANCHOR SECTION 0 STUD E. D. WALL /FLOOR MOUNTING INSTALLATION — SECTION 8 SCALE: J /8" - 1' 1 /I' •-20 v f' AL S. EMT w/ 7/8" • r 3/32" PENG IKIT EVERY OVERLAP AT THE tr1DSPAN. r -0 6 WALTER A. ALUT .y.. P. E. FLORIDA Lie. 44167 0 cur END Poet Room concorEIE OR CONCRETE BLOCK WALL REOUAREO cavaB7E ANCHORS •12'00. } — 2.800' AAvt 2" r I' r .125' 3103 -N14 OR 6063 -76 ALLOY Cont. Arum. ANGLE SCALE: l /t' - 7' CASE C (Plan) SCALE: 1/4 - 1 1/4 CASE A (Plan) I ALTERNATE LEG LOC.ATA?V 2' ? " v .055' 70 2 r 5 r .055 Coat. AAA. ANGLE OR 080' 3105 -N154 SHEET A47AL Arum, BEM PLATE OR !d GAGE Gov. STEEL ANGLE POURED G10AA YtEtE OR CONCRETE 6YOr]r WALL ACQUIRED SCALE. 1 /4' - 1" 2341 ALI BABA AVENUE DOA -LOCKA, FLORIDA 13054 POURED COACRF7E 7- CONCRETE BOCK WALL REWIRED � CONCRETE ANCHORS O 11'O. G 90't L t 135 h 2' Woe. T /4 • BOLT • 72' a 0. CASE B (Plan) 20 GAGE STEEL STORM PANEL /1i1i,M. Inc. ',cur 7t.' IWO t ENGINEERING COfIAMY ISIS #41,3 r higligt E o 18 rl3 n. r_r sev: ( s�_�ST MK M 01:1171•00V Atii AC •• 4'r4' r.093' JI05 - 1114 OR 6063 -T6 ALLOY ConL Alps. ANGLE OR !d GAGE Goff". STEEL ANGLE END CLOSURES DETAILS APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE DAT 2.11_ I9 BY ,J PRODUCT CON 301 DIV.S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 1 ci —0 q 1 •03 DADE COUNTY AS SAtOMN SCALE 8/24/98 ALUFAB HURRICANE SHUTTERS, Inc. DATE 98 — 210 i1RAN1NG NI SHEET 3 or d MAXIMUM DESIGN LOAD PV _ ( TOTAL MOUNTING HEIGHT H" . 10' -O" 10'< 14 <72' 12 < N <14' 74'< 14 <16' 9' -0" OR LESS 7' -7" 7' -2 6' -10" 6' -6" 40 - 10' -8" to 9' -7 " 9 -2" 50 7 6' -8" 6' -4" ' 6' -0" 9' -11" - 9' -4" 8' -11" 8' -6" 60 6' -8" 6' -3" 5' -11" 5' -8" 9' -4 " - 8' -10" 8 . -4 .. 8 . -0 " 66 6' -4" 5' - 11 " 5' -8" 5' -5" B' -10" 8 -4" 7' -71" 7' -7" MAYYIUM DESIGN PRESSURE RAMO (ALAI.) Yor. PANEL LENGTH L (n.) (SEE SECTORS) AOAdVIlf/1I SEPARATION CLASS PANEL CONDITION +55.5. -66.0 9' -0" OR LESS 2 3/4" UNBOLTED +35.0. -55.0 >9 -0" TO 12' -8" 2 5/8" BOLTED • 468.0. -72.0 6' -0" OR LESS 2" UNBOLTED •' CONCRETE ANCHORS (SEE SCHEDULE) POURED CO CRETE OR CONCROT BLOCK WALL REQUIRED POURED CONCRETE I OR COHCRET£ BLOCK WALL REQUIRED L isa- SC'HEOLK£) r FOR AFin. SEPARATION TO EXISTING GLASS OF FANOOW OR S G. D. Cont. /14 r 3/4 0 6" 0. C Cont. E 0. 7/8- r 3/32" RING NUT 0 —EVERY STUD 2' r 4 ' OR z 6 "r.725" HORIZONTAL Alt#n. TUBE MULLION (6063 -76 ALLOY) //n////// I I 7 ,ANDS (SEE SCN£DUL£y Z. D. --� Cont. i f w V corn. 6 1n 7/8' r 3/32 wiNG NUT O EVERY STUD ALTERNATIVE 1 SPLIT PANEL MOUNTING INSTALLATION - SECTION 9 SCALE: 3/8 = 7 NOTE : FLOOR & CEK/NG MOUNT INSTALLATIONS SHORT/. FOR DIFFERENT MOUNTING INSTALLATIONS SEE TYPICAL SECTIONS ON SMELT 2 & 3 OF 8. ALTERNATIVE 2 (TOP) E. 0. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 5 & 6 OF 8) MAXIMUM MULLION SPAN (HORIZONTALLY) SCHEDULE FOR SPLIT PANEL INSTALLATION .cr//A HORIZONTAL TUBE MULLION CONNECTION TO WALL SCALE: 1/4 = 1 2".r4" TUBE 2 "x6" TUB, EDGE OF £x1577NG WALL (2) J /8 • THRt BOLTS W/ WASHER & NUT 2' r 4' OR 2' r 6' r .125 HORIZONTAL TUBE MULLION (6063 -T6 ALLOY) 2' r 2' r 1/4 r 0' -6' Alum. ANGLE (6063 -T6 ALLOY) (Tyr. TOP & BOTTOM) 3/8" • KW BOLT ANCHOR w/ 2 1/2 _ Min. PENE7RAT* N INTO CONCRETE OR GROUT F7LL£o BLOCK MULLJON TUBE MEASURED TO CENTER LOVE OF ANGLES TYPICAL SPLIT PANEL INSTALLATION ELEVATION W/ MULLION TUBE ON FACE MOUNT N.T.S. MAXIMUM DESIGN PRESSURE RATTNG "W (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH 2" SCHEDULE i BOLTED w/ 1/4 0 - S S. M. S. & NINGNUT AT OVERLAP & MIOL£NGTH OF PANEL. VALID ONLY FOR SECTIONS 1, Z 3 & 7. SHEETS 2 & 3 OF 8. * * L ECO INC. 1N1JT Tr5FN * J avavaxam COatRAMY ISIS Alm: tale -+SJO . 1"."r "_ VP" WALTER A. TTLUT b„ P. £. FLOP/A4 Lk. 44167 11111 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 011 & 2 o 19. BY PRODUCT CON] OL DIV :S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO t ly -D t S" . n 3 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2341 Au 5484 AVENUE OPA LOCKA, FLORIDA 13054 Si OLD O1C 9t✓ -780 AS SHOWN SCALE 8/2 DATE DADE COUNTY 98 — 210 pMwnMC Nn • SIII ET • Of 8 yuN DESIGN LOAD W 6G.l.r) M4XIUUM ANCHORS SPACING FOR E. D. - 3 1/2 ~ APPLICABLE TO SECTIONS 1 & ANY COMBINATION OF 77¢M MAXIMUM LENGTH - ((1. ( /I.) TAP CONS UA RAWL %AC N4JLIN RAWL CALK -IN PANELMATES 7o CONCRETE TO M4SONRY 70 CONCRETE TO MASONRY TO CONCRETE' To M4SONRY 70 CONCRETE TO M4SONRr 4.55.5. -66.0 12- N/A , 12 N/A 12" N/A 12" N/A .1 (TOP) 8 -0" OR LESS 12" 9' 12" 11" 12" 12" 12' 12" 1 ; (BOTTOM) 12' N/A 12" N/A 12" N/A 12" N/A 2 (TOP) 12" 9" . 12" 11" 12" 12" 12" 12" 2 (BOTTOM) N/A N/A N/A N/A 12" 12" 12" 12' 3 (TOP /80TT0u) 6' N/A 6" N/A 6' N/A 6" N/A 4 (TOP) 6" 6" 6" 6" 6" 6" 6" 6" 4 . (BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 5 (TOP) 12" N/A 8 1/2" N/A 12" N/A 7' N/A 5 :(BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 1 8 (TOP) 6' 6" 6" 6" 6" 6' 6" . 6" 6I(BOTTOM) 12" N/A 12" N/A 12" N/A 12" N/A 7 (TOP) 8" 6" 8" 7 - 8" 8" 8' 8" 7 ;(BOTTOM) N/A N/A N/A N/A 12" 12' 12" 12' 6 (TOP) 12' N/A 8 1 /2" N/A 12" N/A 7" N/A 8. (BOTTOM) ACTUAL E. O. FACTOR TAPCON/Z'AMAC Haw/ PANELUATES RADL CALK-IN 3" .86 .75 2 1/2" .71 .50 2" .50 - MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C. B.S. STRUCTURES . c . it°i7/ 37 IL ECO INC. nwr =WC & ENOM41211 4 COWAN? HALTER A. TILLIT Jr.. P. G FLORIDA Lie. 44167 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, 2341 ALI BABA AVENUE OAA -L0C%4. FLORIDA 33054 Inc. ormarraw U74AN OHIO" OW AW 4F140 tK M • • MR * SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO W000 FRAME BUILDINGS * * M4%IUUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. O. LESS THAN 3 1/2". REDUCE ANCHOR SPACING BY UULTIPLYnvC SPACINGS SHOWN ON SCHEDULE 8Y THE FOLLOWING FACTORS. (Min. E. D. FOR RAWL CALK - IN ANCHORS IS 2 7/2"). E. 0. - EDGE DISTANCE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT t.. A 1T> 1 BY PRODUCT CONT• i ON:S ON BUILDING CODE COMPL;ANCE OFFICE ACCEPTANCE NO I-0$I S• 0 DADE COUNTY MAXIMUM DESIGN LOa0 W (O 4) maximum ANCHORS SPACING FOR E. D. .. 3 1/2" " APPLICABLE 70 MAXIMUM PANEL LENG7H I.' (/1,) TAPCONS RAK2 ZAMAC NMLIN R4WL CALK -1N PANELMATFS SECTIONS / & ANY COMBINATION TO CONCR£7E TO MASONRY 70 CONCRETE 70 MASONRY TO CONCRETE TO MASONRY 70 CONCRETE TO MASONRY OF THEM 455.5. -66.0 12" N/A 9 1/2 N/A 12" N/A 8' N/A 1 (TOP) >8' -0" TO 9 -0" 12" 8" 12" 9 1/2" 12" 1 1 1/2" 11' 1 1 ' 1 (BOTTOM) 12 - N/A 9 1/2" N/A 12" N/A 8" N/A 2 (TOP) 12" 8" 12" 9 1 /2" 12" 11 1/2" 11" 11" 2 (8OTTOU) N/A N/A N/A N/A 12" 6" 6 6" 3 (TOP /BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 4 (TOP) 6" 6" 6" 6" 6" 6" 6" 6" 4 (BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 5 (TOP) 11' 1/2" N/A 7 •1/2" N/A 12" N/A 6" N/A 5 (BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 6 (TOP) 6" 6" 6" 12" N/A 9 1/2" 8" 5.5' 8" 6.5" 8" 7.5" 7.5" 7.5" 7 (BOTTOM) N/A N/A N/A N/A 12" 6" 6" 6" 8 (TOP) 11 1/2" N/A 7 1/2" N/A 12" N/A 6" N, /A 8 (BOTTOM) 6" 6" 6" 6" 6" 6" 6 6" 8 (TOP) >9 TO 12 -8" 435.0, -55.0 6" N/A 6 N/A 6" N/A 5 N/A 8 (BOTTOM) 12" N/A 12" N/A 12" N/A 12" N/A 1 (TOP) 6 -0" OR LESS 12" 9" 12" 11" 12" 12" 12" 12" 1 (80TTOM) 12" N/A 12 N/A 12" N/A 12 N/A 2 (TOP) 468.0, -72.0 12" 9" 12" 11" 12" 12" 12" 12" 2 (BOTTOM) N/A N/A " N/A N/A 12" 12 12 12" 3 (TOP /BOTTOM) 12" " ' N/A 12" - N/A 12" N/A 12" N/A 7 (TOP) 8 "::... ".. 6" 8" 7" 8" 8" 8" 8" 7 (BOTTOM) ACTUAL E. 0. FACTOR TAiCoNlzAMAC NA:LIN/ PAN(LAMT(S RAWL CALK -6V 3" .86 .75 2 1/2" .71 .50 2" .50 - MAXIMUM DESIGN PRESSURE RATING If" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES 4•7 E. D. - EDGE 0/STANCE * / MUT =TWO * CC ANA ISIS K1� !r S1_ 9a Hs. r W/p S R J7 +M awr ? : J0 ?S . ra : c3o rs,11 WALTER A. TILL? 1'. P. L FLO tO4 lie. 47 W HO * SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2' REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS (Alin. E. 0. FOR R4WL CALK - IN ANCHORS IS 2 1/2"). APPROVED AS COMPLYING WITH TTIF SOUTH FLORIDA BUILDING CODE DA / 4 A R to 9 BY PRODUCT CON; L DIV:S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 1 - 1 S 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2341 ALI 9484 AVENUE OPA- LOCKA. FLORIDA 33054 ouo."eer 1 wr 010 CSC Is-I 4/24/g• ex SO .7 DADE COUNTY AS SHOWN SWF 0/24/98 oar( 98 - 210 ORAWIMQ NO gar? 6 or 6 • WOO HEADER REM ITTED 0 u ler ...i t,' Ili 1. a uhU100l1M1ll: mllill 0 - -(S££ SCHEDULE rOR Aln. SEPARATION S' To EkTSTAHC GLASS or M1Nly' w OP 5 C. Q. 1 /4• • r 7 1/2' LAG SCREWS O 6" 0. C. 7 A 0 ALTERNATIVE 1 / 14 r 3/ S. S 1IL1O ALTERNATIVE 2 1/4 " r3 " LONG LAC SCRrwS 0 6 0. C. W 1 27/32' Min. PENETRATION TO EXISTING 1•000 WADER. i h ; �Yin� " y h Cont. 0 12' 0.0 0 72'0. C. Cont. 1' r 4" r 1/8" (YTNIMUM) 6063 -T5 Num. TUBE (Cont.) (2) 1/4' • r s' LAC SCREWS 0 EACH 5700 (04oMOTH OF STU0) AND w/ 2' Min. PENETRATION INTO CX7STIWG STUD. NOTE FOR CDMB1NATION OF SECTIONS: WALL MOUNTING SECTDNS CAN BE COLONNED W ANY WAY TO SLAT ANT INSTALLATION, t 0 Co.l. t /4 • •61CH1Nl BOLT w/ NUT a• wASH£R O 6' 0. C. Cont. NEW P. T. 2' r 6' Cont.' W /(1) 1 /4 • • 5 LAC SCREWS 0 EACH STUD ((l0I.10771 OF 5700. 2" Min. NOMINAL) AND W/ 2 Ain. PENETRATION A/7O EXISTING STUD 0 0 p■■ I ►��-/ PAIL rAL=7 • ��w 000 HEADER REOU ED (SEE SCHEDULE FOR Yin. SEPARATION 'S" TO EXISTING CLASS OFVnw0OwORS.G.D. -t -1 /s' o r 1 t /2 LAG SCREWS • 6" O. C. ALTERNATIVE 3 0 1 /4' • r 1 1/2' LAG SCREWS O 6" 0. C. ALTERNATIVE 7 NEW P. T. 2' r 4' (Alin,) Cont. W/ 1/4' • if 5 LONG LAC SCREWS 0 6 0. C. w 1 27/32" AGn, PENETRATION TO EXISTIN0 W000 HEADER O 0 0 h Z Cont. / 7/8" • .3/31' 00 1 . 1� HIE am NVT O EVERY • I..m,n,m„,1:::1::::C =__ STUD • 6" O C IIIIIIINII., TO I figir illir - Cant. I Ira: r iii � 1 ' 1111_ � NEW P. T. ?" r 6 Cont. W/ (2) t /4' • r 5' LAC SCREWS • • EACH ST00 (AaDMD7H OF STUD. 2 - Mn. AOYTAL4() AND w/ 2' Min. PENETRATION INTO EMT7STING 57710 "1 ■Mi l 0 I I .11111 _r . NEW P. T. 2 r 6" Cont. W/ (2) 1/4' • r 3' LAG SCREWS • EACH STUD (ARD•07U OF STUD. 2 Arm. NOMM14L) AND w/ 2" U.. PENETRATION INTO EXISTING STUD 7/8 • r 1/32' WING NUT • EVERY r' TRACK 0 12' 0. C Cont. NoTES 7. resrALLATIONS ARE ONLY VALID FOR BWLOINCS *TM DESIGN LO OP 70 66.0 Os/ AND PANEL LENGTHS UP TO 9 -0' AND 77.0 Psi DESCH LOADS AND PANEL LENGTHS LIP TO 6' -O' VALIO FOR ALL ALTERN4TM£S 940W 4 ON THIS SHEEP EXCEPT ALTERNATIVE if T. 2. NEW 2" r 6' P. T. TO BE SOUTHERN PWE No. 2. SURFACED ORY MTH 19 E M. W. C. w/ SPEL1FIC O£NST7Y Cr 0.55. J. FOR NEW W000 FRAME CONSTRUCTION: •000 MEM8£RS TO SE SOUTNERN PINE No. 2. W/ SPECIFIC DENSITY OF 035 OR EQUAL. 0 0 OWL* a rir WOOD HEADER REWIRED - (s£E SCHEDULE FDR Ain. SEPARATION S' TO Er157DNC CLASS Or WINDOW OR S G. 0. . tM J /•" S. S I S. N. S 0 6" W. C ALTERNATIVE 4 0 / Ter3 / S S. M. S 0 6' 0. C 5?? 7' 7' r 2 r .725' ( Num. TUBE W/ 1/4' • r 4 LOIN; LAG SCREWS 06 0. C. W 1 27/32' Lan. PENETRATION TO EX15TIAC 7000 HE40ER. Cont. 7/8' • r 3/32' WLRK. NUT O EVERY =ID 0 6' 0.0 STALIGEREO TO of 14 S. /4. S Cont. 7/8 . r 3/32' 7.iNC NUT 0 EVERY ' TRACK O 12'0. C Cont. I' r 4 r 1/8 (Ain.) 6063 - Alum. TUBE (Conf.) (2) 1/4' • r 4' LAG SCREWS • EACH STUD (*407.70714 OF STUD. 2' Yin. NOMINAL) AND W/ 2' ken. PENETRATION INTO EXTS1LNC STUD. 1" r A' r 7/8 (Ai...) 6063 -75 Akre. TUBE (Cont.) (2) 7 /4 • r •- LAG SCREWS 0 EACH STUD (AJDow0TH OF STUD. 2' Mi.. NOMINAL) AND W/ 2' Len. PENETRATION INTO EXISTING S7U0. ALTERNATIVE 8 WALL MOUNTING INSTALLATION - SECTIONS A scaLE:• vs" = 1' MOOD 14E40ER REQUIRED (SEE SCHEDULE) FOR Wm. SEP4R4T1OV 'S' EXISTING GLASS or WINDOW OR S. G 0. ALTERNATIVE 5 2 0 0 FOR Llr. SEPARATION *5' TO EXTS7ING G045S OF moo OR S. G 0. (SEE SCHEDULE) ALTERNATIVE 6 FOR AFs.. SEAARATION 5 TO EXISTING GLASS OF WIDOW OR S C. O. 0 (SEE 5CHED0L£) ALTERNATIVE 9 rinPP71 !Af. 14197 1/4' O r 3 LOIN, LAC SCREWS 0 6' 0. C. W 1 27/12 _ LIM. PENETRATION TO EXISTING 7 .7700 HEADER t /s - • r 3 - LAC SCREWS 0 6" O. C W/ 1 27/32' Min. PEWITUTIOAI O Y1OWTOT14 OF PLATE: 7/8' • r 3/32' WANG NUT • Cont. t /4 "•r 3' LAC SCREWS 0 6 O. C w/ 27/32 _ 14n. PENETRATION O YID77OTH OF PLATE % " 436" 0. 0. r .631" LONG 89455 I 1 BUSHING W/ I /I' 0-20 r ?" S. S /„ 1 Y.. n 6" e G OR -0 EL CO inaLe/fe...oAr PANEL ELM* Ma I£ ( 0 O 6' 0. 0. w/ 1 7 770 PENETRATION / TO EXISTING 00 h£ADER. 1 / _ iu Ll 7.000 MEALIER REQUIRED n 3 ALTERNATIVE 10 s36' o. a r .632' LONG 89455 BUSHING W/ 7 /4' •-20 r 2" S S D 506' aC OR1 /4 -20 ELCO rnai. /Iemole PANELMATE O 6' O. C w/ 7 7/8' PENETRATION TO EXISTING 7000 PLATE. L. 2 0. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT c.. Z, I• BY . vAr PRODUCT CON OL DIV.S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. l C- Oqt S t 3 DADE COUNTY /mmMc.\ TTLLIT TTST/NG ENGINEERING comPMtr 0595 NW anew. • (. 711 1 570 . For N : (3 $E7 - tam muse WALTER A. TILLIT Jr.. P. 0. 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2341 AU BABA AVENUE OPA- LOCK*. FLORIDA 33054 77A •O oCICPP00. 04.0 0 PAC 90-17. 10/27/981 J r - 0[>Mem oars AS SH0•N SCALE 8/24/98 GATE 98 - 210 ORAw1NC 71. SNEET 7 OF 8 • J W00D HEADER WOULRED -(SEE SL DULE)- row win. SEPARATION S' 70 GLASS Or ww400w ORSCD. 1/4' • r 3 1/2' LA0 SCREWS • 6 0. C. 1/4' • r 3 LONG LAG SCREWS 0 6 0. C. W 1 1/2 A/Gn. PENETRATION TO EXISTING w000 HEADER. 0 Coat. 7/4 • MACHINE BOLT w/ NLA O WASHER 0 6 O. ,o. n .l 414.0 .1. OWNS iLG" - AMIE Cont. NEW P. 7. 2' r 6' Cont. W/ (2) 7/4 • r 5 LAC SCREWS O EACH STUD (A1101010TH Or STUD. 2' Awn. NONLNAL) AND IM/ 2' ALin. PENETRATION INTO (17574 G STUD. SECTION 0 LAG SCREW 1 ALTERNATIVE 11 WALL MOUNTING INSTALLATION & (OFFSET) — SECTION A sckL_ 7/4- /PON.: 'SECTION C LOCUTNG PIN MOOD PLATE R£OUWEO ALTERNATIVE WOOD FRAME CONDITION de ANCHOR LOCATION AT 807T0M SCALE :: 1/4' . r N07£ : SHUTTER TRACKS NOT SHOWN FOR CLARITY INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS Or I r 1 7/2' M L AC SCAMS 0 4' 0. C. SEE SCHEDULE F OR Par. SEPARATION *S ' TO CT:IS71MC GLASS Or *DIDOR OR S C. D. © - ALTERNATE 6 APPLC4BL£ MOOD TRVSSZS OR RAFTER 0 24 0. C. REOLIARED o. 7/8 • r 3/32 MMIG O RY T O ALTERNATIVE 1 Cont. Kw 2' r 6' P. T. Conf. WOOD PLATE w/ (2) 5/16' • r 6' LAO =MS 70 EACH RATTER OR TRUSS LOCATE SCREW AT L017WOTN or Ex157i .000 UELLBFR (2' M. No.8NAt INDTH w/ 2' Lan. PE 2 r 6' IATOD O£OK REOUREO 1/4' • r 2 1/2 LAC SCAMS •6 - 0. C CEILING & FLOOR MOUNTING INSTALLATION — SEC77ONS B SCALE: 1/4' . 1' NOTES: 1. INSTALLATIONS ARE ONLY MALI FOR A*pWCS RIM DESIGN LOADS UP TO 66 ps1 AND PANEL LENGTHS LIP 70 2. NM 2 r 6 P. 7. 70 @E SO 17NDaf PIE Np. 2. SUP -ACED Dor vow 19 w M W C: w/ SP£L1TTC OOGTY Or 0.55. 3. FOR NEW M000 FRAVE C 1NS1RITL7Y L- WOOD Y£YBCRS 70 LIE SOUTHERN PAVE No. 2. w/ SPECWIC DENSITY Or 0.55 OR EQUAL Non FOR C0MBIA713N Or SEL7RaAS; FLOOR/ WALL/ cELLOYC wotwasc SECTCNS C.4N BE - 00448Y D I ANY WAY TO SUIT ANY LNSTALLATAON. IL ECO INC. T7LLIE TrsTprc t Erta MEirria c1oYPMNV 4395 ALW 3etb, 54.. Sze l/7. Wow • „_ 11»101 rw.., (wS 1 - 7530. re WALTER A. TWIT .w.. P. L FLORIDA Lic. 44167 ALUFAB HURRICANE SHUTTERS, Inc. 2341 ALI BABA AYENUE IPA LOCKA. FLORIDA 33054 MK SO r I/AL�III/ /A1I1/II/AL7/A VAIA I ..500j / 14 r 3/4 S AI. S 0 6' 0. C. I (SEE SCHEEDULE R 16n. SEPARATION ' 70 EY 51w4C ASS Or wolDOw 1C.D. ALTERNATE 6 APPLICABLE 20 GAGE STEEL STORM PANEL Of>71W1pr OLO O•C 90-4130 WOOD TRUSSES OR RATTER 0 24' 0. C. (COLORED ALTERNATIVE 2 Mfr QK f .500' © ConL 1' r /' r 1 /B' (min. 6063 -75) Alum TUBE W /(2)5/76" • t' LAC TO EACH JOIST. LOCATE S1CREw 47 MOWN Or CAWING W000 MEARER. (2 Mo N(N044L UTDTH) w/2 Min. PFNE'TRAT13M. 4 7/3 • r 3/32 1 FrRY STUD • 12 0. C 2' r 6 w000 DECK REOUTIEED 1 /4' • r 2 1/2 LAG SwSO 6' 0. C APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT A" • 19 BY •ffilMWA/ J' PRODUCT CO 'OL DIV:S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO I - O c t CS -D3 DADE COUNTY As smarm SCALE 8/24/98 GATE 98 -210 ORA SUNG No S IEIT 8 or 8 li EOD1JCT CONTROL NOTICE Pittgbsrgh Corning Corporation 800 Frsi ie.Isle Drive , . • Pittsburgh PA 15339 41tTi1010o1JTAN DADS CIO UNTV, FLORIDA METFtO.OADE FLAMM 8tmDiNt1 WILMS COOS CalakU IQE OWE G1ADE FLAILESt 6UILD03 RAKER ETRNET, SUITE seen same, FL RI A I71961310 FAX � s7f N y PRODUCT cover* . avuunts (>O5) srs•soos FAX (3011) 17243* • . Your •applicasion foe product ApFoval of Goss Usk IKesooerY I,irtarlt[d tuith Merles wader Chapter B. of the Metropolitan Dade County Coda governing the use of Alternate Materials and Types' of Construction. and completely described in the plans, soeciBcatiens end calculation* u subsait ed by: applicant,alang With P itfrhv trf'.CareiAf Carperr<tias *nag # A, shad 1 of 1, dated • 93101 a413i9d, signed initial*, by'C H. PE • • bas been revontrocu ded fur acceptaaoe by the Building Cod* Cotuplisace office to be used is Dade County, Florida under the specific:conditioms eat f th on pages 2 et. seq. and the Standard.C4nditions oti gage 3. • • • • . this eppcovat'3hall not be valid. triter the expiration date stated below. The Office of Code Complicit: reservers the right to secure tile product or materiel at anytime from a jobsite or Imams fi ctu a ris plant for quality :control testing. • zl •product or materiel fails to perform in die approved manner, the Code Compliance Otfibe >may tavol), *edify, or WON! the Dee Of sucb ptoduCt 0r Material immediately. Tbc • •. •applicanu Shall reevaluate tttIs .. *duct or maul should any animendments to the South Florida Building Cod* be enacted affecting tbiipr0dutt ormatsria . The Building Coda Compliance Once reserves the the tight to re vukc. this approval, if it is determined by the Building Code Corapliaooe OM= that this • product or zweteriarl fails to•ete$the requiremenn or the Sputb Florida Building Code. The evens; of such 'testing will be incurred: by the rntotufachaer. . 1lsceptance illn.s Expires : OWt16 01 TiH IS TIE COVERSIOIET, SEE ADDmONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS • MUM CODE COMMITTEE Ibis application for Product Approval has bent reviewed by the 'Metropolitan Dade Cawuty Ruildiag Code Compliance: Department and by the Building Code Committee to be used in Dade County, Florida under the conditions net forth above. Apprevrd :0&J06/ $ . • •1- bairn* *•al . eFare+ sa:' Oesamea1•10t ;Nrdwssodso:Irna.00en LOOS • 704414Xt 1,DadOtt4 moo Product Control Supervisor Director Building Code Compile= Dept. Metropolitan Dade County ® Hoolopeser impgArroauaadkypedoonetictow stout tot ni It :so nu to /10 /so .Ek10.klatiggtlialCglikar0S ACCEPTANCE NO: p84527.01 APPROVED : AU$ 0 6 1S8B . =nits : PUS a a Mt N911091r AOCADTANCEs let C_CQHt)MONS 1. SCOPE . • .1.1. This renews the Notice of Acceptance No. 964127.01, %s tick was issued on 06/26/97. it approves Pittsburgh Corning Glass Blocks u daubed in Section 2 of t is Notice of Acceptance, designed to copy with the South FJor dt Building Code, 1994 Edition for adierni•Dade County, (SPBC) fort e lications where the pressurte requirements. u determined by SFBC Chapter 23, do not exceed trio design pTeaiuea rating valuer indicated * the approved drawings. 2. • PRODUCT I1+ESCR PTION 2.1 • The Pietsburi CornMg Gtmas Sleeks dull be fabricated and used in strict compliance with the following documents: flawing OA, dried "Regular M.ckncas Glass Block Panels ", prepared by Pittsburgh Coming Corporation, dated 03/01 & 03 /95 shat 1 of 1, boning the Miami-Dade County Product. Control Approval scamp with the Notice of A,cciptnnce 13,11113bef and approval date by the miatni -Cede County, Pnidact Control Dlvi#ioe, These documents shall hereinafter be referred to as approved drawings: 3. LOCATIONS 3.1` . The Glass Blocks art for mete aoadoad bearing walls- 1NSTALLATION . 43. • 7be Pittsburgh► Coming Gists Blocks shall be installed in strict compliance with the approved drawings. . 4.2 The initalletica of this product up to 30 feet above grade will require it Harrfaane Protection System, but for 3natafiatiaas over 30 feet thrive gradi it will not respdrs a Hurricane Protection System. S, LABEi1NG 5.1 Been block shall be s p.eirmisntly labeled with the manufacturer's nacre or logo and the Miami-Dads ,County Logo. • 6. BVILDXNG PL MU k QU REMZNTS 61 Application f Huilding`letmit thrall be s ocmparaied by copies of the following: 6.1.1 This Notice,of Aoeepti cc 6.12 Duplihate' copies. of die approved drawings, as identified to show the componet is selected for thesnoposed instalkties. . 4.13 My other dots required by the Building Official or the SPBC in osdit to properly evaluate the installation of this product, 10111. TaAQCgd a��a Candi o ant, FP . Si. product Coutro Ex m� Product Cotes Division -2. elttIZsr Not Iva it:40 riff isit0 /110 • ItttbaudanahasSonscigli 1. . itsoewal of this Acceptance (approval) :ball be considered slew a renewal application hat boon flied end the withal • subroitted'.dacuinennrtioa, including tat suppotting data, engineering document:, ace no older than eight (1) yea's. 3. Any and ail approved products shall be permanently bled with the m antfrdurer's name, city, rate, writhe the . • • following iratvtniat: "Miorai -Dade County Product Control Approved". or ss ipecifcalty fitted in the specific coruiitiO i of this ACCet a 3, Rrmsw,ls of Aoeitnance will oat be cootlidwed if.: a ) T h e r e bas been i c h a n g e in t h e S l u t * florid, Building Code effecting t e evaluation of this, product and the product. . is not in a0rnpltancewitlttbe Coda ; as die ens originally approved; ,acludir the correct 10'. 71ia product is na`bngar the fame ptodgct (idedtiaaia of tbis,ccdpttnoca . e) 't the Aecspeuroe holder bas ,not complied with all the • insult ticR of the prom • d) • The engiugen who originally prepared, signed sad sued die required doetanentation initially submitted Le no toilet • preeticiug the eaginaedag frowsier'. Any .evasion Cr change N the materials, use, and/or manntecture of the produce or process'ball autonislicalIy be aunt* term:lotion ofthit Acceptuoe, unless prior writes approval hat beset mutated (t'hio j the fling of a revision application with appropli s!.foo) and 'wag by this off• 1 Any cite foUowirfj•*Ina alai be $rounds for tunloval of this Acceptance: • a) .Unsat etory perfasets.e+oe add, produce or process, b) Misuse of this. AccopLass as ui aedoxteateet obey Product, for silica, sanitising t t any other purpose. . 6 The Notice of A,ocspssoes narrmi►er'pr'e%$ded byttic words Miu ni -Drde County, Florida, and followed by the ti y n ofthe Notice of is relayed, troy date may be. in sdv+s:<isl� Blending. If my p� Acceptance . . than it shall be dame in its etitizetic• 1. ' A copy of tbis Acceptance s well u app v d drawings tmd other documents, whole it applies, shsll provided to the user by the ntaaufecttaret wits distributors and shall be available b inspection at the job site it all time. The engineer need not rwed the was. 8. Failure to eocrpfy with Soy 'section Of this Ac sp@Ci :ball be case for terntitladort end removal of AcoeptasoCe. 9. „This Notice of Acotptasloe eoasists of paps t, 7 Audible Net page 3. 10111.00 Salidad tL'1ai ACCEPTANCE NO,: Q3. APPaov'zD t ua D 1 .qua : AUG 06 ZQel Poor, , 9r. Prudwa Co rerol za asr Product Centro) Division END o'v AccitrrArci .3- sccrz.t 10C I►3 WOO Ilid ti /10 /t0 'Ong Glass Block Type I Liyout F.c• Th1.IN1.n e' fr>y 1(4' 12' w x e ' irxITzb A' xi' Y4' 8:,6'. • 6' x 6' r< '4' ' lei Anchor traint Detail A•A . ink roe 06nowplgni .ter ,18' .ST!' Aar .tier .975' .11* .iar ler • 75 .18' •ru iOuYnmm� ■ma� ■deli tionnunparl smo.ws m666 wow koww4604446 mew Dwain. SS kle110 II/p10''L^. AS Itsernsg WRN T1t 666114 . OA IMPANIS CAGE 0s.r rkoDuCT :QIY 014/1641 aWUaxa 006 OOKNOtt CThCI .CGE77Rfiti N0. " OsX'�' f Orden MOW. 'l 1 .• Io p$f • Y REGULAR THICKNESS GLASS BLOCK PANELS rrrT..IJAOiH COWEN* COR•! owe MCZOVCgala MMt4 Ot TaryeCM, h iS lO TITLE !y 711 �� 1.7:i.:,, ) .T: (= 70111X0 pagas4 %4• u., WM • te . a ow, w1r WIMP* M w 1a r 1r 1 (Pe'"MW) O•) DCCOM Dillitft IIf�1. • 'Wee TOW'S' IN Amu 0176. e,tias Wills it 1 r 04., . psI*fl4 � Wm. Tyot, F00►A• r wide will III16- ail0a1 • P a x NO pup & Wet 11664.241 1i'', h4wei O.. purawbed. N>< oet6 jamb .i41psi IIC.00n*.Ilr hin0 44 0 416. 1 o O+r a '"ls wM.10 p pm paid wdvr) t tit)'!u':14O ltki Kwik Sot II, • 8tli.rpion M.41164W 0646 644)4614 boa • SWIM Maw rye. Carol D. Bays, PA .D',.P.E• . pp 36806 mow A oemlip M secN=cc sot x1►3 etido Ill Ni /L61t0 w woo cw kinel ar Ht Type Y Layout �.�._...� ,' •c' — Pm. 900 1O1LL JO3 imam i 1P3t % rte blur lie YaW rte+ ti's ill sir Oared bind Wow gm. um. hid *WM w «wr — mow W 441.. OMdiad aw Parka. o..r.11 flies Weft ' Yl 14allar • . • Wass Sad 1.1111a; it r i r V (Marline IMO D CORA' WW1 used. Mortar, 7F• pN A$TM 0279. • Ae+4 C LOIN Typo. ¢parIQI, 2' wide with burt4orldto irof0•wY 4 at 16' 0.a.. hi4-114' d gilrriritOt • PMI's► lows; 0:1440 P•06•100 $ il*9a. 24' i 1'6 ; htlt •dr4IN IIVIN1Zi0, d bo01 . g limb whn Plod OalIsAf 9rnd edit% 410 u 1 I/.• (011 pools ad gyro o tr• wu Ri (2 per woll tea) I>r ( v "' s iv.' elm Kuit Solt t. • expar 1iu Maltd* M' OrcK pply•d+ylurdl type Soilor L` 6Mirols typo. (2) a10 t 1`/.' LP+1 $crw i p10 1Mutw or K IV P11 KM 16' oz i1 Ent. PiCtiag MOAN Chennol t' z 1' " l." 0 T Saws Pittsburgh Ca prom Awful Ropular TH$ (GG'l' THIOKSEr • THt K$1T' Channel Restraint Detail B-B ESSErAA VUPI DOLMA" VUE• (t11►i4 Y 1 YP LPH Sy*• t tic Rohr M = 1'4' KW Kw* loll E 01e'0.i.il'glad• Pa Re: 4'l.' • 4 C4 Op eaC9imeSOC YU WO I.i 99/L0/90 1' Mtn. Grarabioe MtTRO.DAOE PRODUCT CONTROL 0 Biunings Pan American 2805 N.g3185 St. Miami Your application for Product Approval of: Ap / 16/9 7 • -1- FL 33163 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 INTERNET: mdcc0l @shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Series PA -16 Aluminum Horizontal Sliding Window I 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 lvitlz'Drazving No. PA- 16PCS, Sheets 1 thru 10 of 10. (For listing, see Section 8 of this Notice of Acceptance) has 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 onpage3. • 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 anunendntents 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. y . Acceptance No.:96- 1120.01 Expires:01 /16/00 ✓ Raul Rod'tguez Product Control Supervisor TIIIS IS TIIE COVERShIEEF, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMIYII'1'TEE This application for P oduct Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Deli'artment and approved by the Building Code Committee to be used in Dade County, Florida wider the conditions set forth above. • tart s anger, Director Building Code Compliance Dept. Metropolitan Dade County innings Pan American ACCEPTANCE No.: 96- 1120.01 2 APPROVED : January 16. 1997 EXPIRES :.Ianuauy 16.2000 • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 his approves an aluminum (horizontal sliding window designed to comply with the South Florida Buildi 4 Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determined by ASCE 7 -88 "Minimum Design Loads for.Buildings and Others StFuctures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 JVIo(1el Designation Series 1'A -16 - Alumiuuin IIorizonta1 Sliding Window 1.3 Overall SL_e a.) 9' 1 -1/8" (109 -1/8 ") wide by 5' 1" (61 ") high by 1 -7/8" deep. b.) 4' 1" (49 ") wide by 4' 1" (49 ") high by 1 -7/8" deep. c.) 5' l" (61 ") wide by 4' I" (49 ") high by l -7/8" deep. d.) 9' 0" (108 ") wide by 3' 1" (37 ") (high by 1-7/8" deep. 1.4 Configuration a.) XOX b.) XO c.) OX d.) XOX • 1.5 No. & Size of Vents: a.) Two active vents, each 2' 2 -1/4" (26 -1/4 ") w. by 4' 10 -3/8" (58 -3/8 ") h. b.) One active vent 2' 0 -1/8" (24 -1/8 ") wide by 3' 10 -1/4" (46 -1/4 ") High. c.) One active vent 2' 5- 3/16" (29- 3/16 ") wide by 3' 8 -1/4" (44 -1/4 ") high. d.) Two active vents, each 2' 2 -1/4" (26 -1/4 ") w. by 2' 10 -1/4" (58 -1/4 ") h. 2. IVIATERIAL CHARACTERISTICS • 2.1 Frame and Vent (Sash) Material: Aluminum alloy 6063 -T5. 2.2 Glazing 2.2.1 Glazing Material: a.) Vent: Double strength (1/8 ") annealed glass; Fixed lite: 3/16" annealed glass. b.) Single strength (3/32 ") annealed glass. c.) Double strength (1/8 ") annealed glass. d.) Vent: Single strength (3/32 ") annealed glass; Fixed lite: Double strength (1/8 ") annealed glass. 2.2.2 Glazing (Method: Exterior glazed using silicone adhesive bedding and rolled aluminum glazing bead. Glass Bite is 1/4 ". 2.2.3 J)ayligllt OI niugi a.) Vent: 24" wide by 57" Ihigli; Fixed: 53 -1/8" w. by 57 -5/8" h. b.) 21 -1/8" wide by 45 -1/2" Itigli. c.) 28 -5/8" wide by 45 -1/4" high. d.) Vent: 24" wide by 33" high; Fixed: 53 -1/8" w. by 33 -5/8" h. 2.3 Vent Construction: 2.3.1 Stiles: Vent jamb stile consists of a 1.125" face by .750" deep by .062" wall thickness extruded alum. hollow (Part #16 -39A) with one screw spline and a handle. Vent exterior interlock stile consists of a 1.750" face by .925" deep by .062" wall thickness extruded alum. hollow (past #16-60) with 61vo screw splines, a groove for cam lock keeper and a groove for weatlterltrip. Manu(l Perez, P.E. Plan aminer II Product Control Division 'i ii g an ier'car NOTI10E OF ACCEPTANCE: SPECIFIC CONDITIONS Note: Please see note # I 1. Pale ; 4.2 Lim' shim space to a maximum of 1/4 ". 4.3 Atti liments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION: 5.1 Each unit shall bear a permanent label will► the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.2 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 613 Note: The installation of this unit _111 require a Hurricane protective system. 2c - ACCEPTANCE No.: 96- 1120.01 APPROVED : January 16, 1997 EXPIRES : January 16, 2000 c ... Nlanue( Perez, P.E. Plans E Product Control Division • liner II Einnitt;s Pan American I + . Description Pile with integral plastic fin Pile with integral plastic fin 2 a- ACCEPTANCE No.: 96- 1120.01 APPROVED : January 16. 1997 EXPIRES : January 16, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.3 Vent Construction: 'i3.1 Stiles: Vent jamb stile consists of a 1.125" face by .750" deep by .062" wall thickness extruded alum. hollow (Part #16-39A) with one screw spline and a handle. Vent exterior interlock stile consists of a 1.750" face by .925" deep by .062" wall thickness extruded alum. hollow (Part //16-60) with two screw splines, a groove for cam lock keeper and a groove for weatherstrip. Vent standard interior interlock stile consists of a 1.125" face by .984" deep by .062" wall thickness extruded alum. hollow (Part #16 -40A) with one screw spline, and a handle. Vent heavy duty interior interlock stile consists of a 1.125" face by .984" deep by .062" wall thickness extruded alum. hollow (Part #16 -59) with one screw spline, and a heavy duty extended handle. To be used only where 3/16" annealed or teipered glass is required. 2.3.2 Rails: Top rail consists of a .686" exterior face by .750" deep by .062" wall thickness extruded aluminum solid (Part #16 -05) with two grooves for weatherstrip, the bottom rail uses the same extrusion, to which the roller assemblies arg fastened. 2.3.3 Corner Construction: Butt joints using one # 8 x 1" PPII SMS at each corner. Fixed panel is fastened at each corner with two #8 x 1" PPH SMS. 2.4 Frame Construction: 2.4.1 Head: Consists of 1.312" exterior face, 1.062" interior face by 1.898" deep by .062" wall thickness extruded alum. solid (Part #16-63) two track flange type head with two screw splines. A lead insert consisting of a .090" thick x .796" high x 1 -7/16" long sill insert (Part #16 -6003) to be used only where 3/16" annealed or tempered glass is required. 2.4.2 .Jambs: Fixed light jamb consist of .9 exterior face, .703" interior face by 1.898" deep by .062" wall thickness extruded alum. solid (Part 4'16-18) two track flange type jamb. Active vent jamb consist of 1.000" exterior face, I.000" interior face by 1.898" deep by .062" wall thickness extruded alum. solid (Part g16-20) two track flange type jamb with a groove for weatherstrip. 2.4.3 Sill: Consists of 1.562" exterior face, 1.312" interior face by 1.898" deep by .062" wall thickness extruded alum. hollow (Part 1116 -62) with two screw splines, an extruded aluminum .556" high x .518" wide sill track insert (Part #16 -61) and a .090" thick x .921" high x 1- 7/16" long sill insert (Part #16-6000). 2.4.4 Corner Construction: 13m joints using with two # 8 x 1" PP1I SMS per corner. 2.5 Weatlierstrimuug Qty. 2.5.1 DouI Ie Row 2.5.2 Single Row • Location At each top and bottom rail of each active vent. At exterior each active vent frame ja nb and at vent exterior interlock stile. Main el Perez, P.L. Plan . niner 11 Product Control Division J3innings Pan American 2.6 Hardware: Qty. 2.6.1 Four (Two . per panel) APPROVED : ,January 16. 1997 EXPIRES : January 16.2000 NOTICE OF ACCEP'T'ANCE: SPECIFIC CONDITIONS Description Location Plastic roller with plastic (rousing 'One at each end of each active vent bottom rail. 2.6.2 Two Metallic cam lock One at midspan of each active vent (One per interlock stile, each locking into a panel) keeper in the exterior meeting rail. 2.7 \Veeplroles: • ACCEPTANCE No.: 96- 1120.01 Qty. Description Location 2.7.1 Two 1/8" x 1 -1/2" weep (roles with open cell At exterior sill face, one at 2" from each foani tape end. 2.8 Muntins: None 2.9 Reinforcement: None. 2.10 Sealants and Pads: The frame and vent corners are sealed with a small -joint sealant. Each panel exterior glazing perimeter is also sealed with a clear adhesive. 2.11 Additional Description: Flange type frame. 1 -5/8" high or 2" high overall interior sill flange, see Section 7 for water pressure rating if each. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2.Otlrer configurations allowed: OX or XO. Reinforcement head insert and heavy duty vent interlock stile required only for windows using 3/16" annealed glass. 3.4 For Design Pressure Rating vs. Window Size, Sill Height and Glass Thickness, see Comparative Analysis Tables in Section 9. 4. INSTALLATION: 4.1 Screws and Method of Attac(iiu n1 SILL : #l0 x 1 -1/2" PF11 SMS into wood, located 6" from corner and 20" o.c. max. HEADER: 1110 x I-1/2" PFH SMS into wood, located 6" from corner and 20" o.c. max. 0 3/16" x 2 -1/4" Ffl Tapcons into masonry, located 6" from corner and 20" o.c. max. JAMBS : .. # l x 2 -1/2" PHI SMS into wood, located 6" from corner and 18 -1/2" o.c. max. OR 3/16" x 2 -1/4" 1111 Tapcons, located 6" froin corner and 18 -1/2" o.c. max. For type, size and number of Anchors vs. Window Size and Design Load, see Comparative Analysis chart in Dwg. No. PA- I6PCS, Sheets.1 tlrru 10 of 10. -2b- Manor Perez, P.E. Plans E Product Control Division iner 11 �...3 TEST I TEST LOADS 1 DESIGN LOADS XOX Window using double strength (1/8 ") annealed glass at vent and 3/16" annealed glass' at fixed glass. AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.37 CFM/FT) 0.17 CFM/FT MTL -16752 UNIFORM STATIC PRESSURE AT DESIGN LOAD SFBC PA 202 -94 POSITIVE 30 Sec. +35.0 PSF MTL -16752 +35.0 PSF MTL -16752 UNIFORM STATIC PRESSURE AT DESIGN LOAD SFBC PA 202 -94 NEGATIVE 30 Scc. -35.0 PSF MTL -16752 -35.0 PSF MTL -16752 WATER RESISTANCE (PSF) No Leakage 1 -5/8" sill SFBC PA 202 -94 (ASTM E547 & ASTM E 331) +6.0 PSF MTL -16752 +40.0 PSF Iv1TL -16752 WATER RESISTANCE (PSF) No Leakage 2" sill SFBC PA 202 -94 (ASTM E547 & ASTM E 331) • +7.92 PSF MTL -16752 +53.0 PSF MTL -16752 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 POSITIVE 30 Sec. +53.0 PSF MTL -16752 +35.0 PSF MTL -16752 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. -53.0 PSF MTL -16752 -35.0 PSF MTL -16752 FORCED -ENTRY RESISTANCE (FER) AAtvMA 1302.5 -76 SATISFACTORY MTL -16752 - - -- Design Pressure Rating (Positive) +35.0 PSF Design Pressure Rating (Negative) -35.0 PSF For Design Pressure Rating vs. Window Size, see Table in Section 9 "Comparative Analysis" Binnings Pan American ACCEPTANCE No.: 96- 1120.01 7. TESTS PERFORMED 7.1 TEST PERFORMED NOTICE OF ACCEI''j .ANCE: SPECIFIC CONDITIONS ii• - 2d - RESULTS APPROVED : January 16, 1997 EXPIRES : January 16. 2000 Ivlanu. Perez, P.E. Plans EEniner 11 Product ontrol Division TEST 1 TEST LOADS 1 'DESIGN LOADS XOX Window using single strength (3/32 ") annealed glass at vent and double strength (1/8 ") annealed glass at fixed glass. UNIFORIvt STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 POSITIVE 30 Sec. +80.0 PSF MTL -16674 +53.3 PSF tvITL -16674 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. -80.0 PSF MTL-I6674 -53.3 PSF MTL -16674 Design Pressure Rating (Positive) +53.3 PSF Design Pressure Raying (Negative) -53.3 PSF ' TEST I TEST LOADS 1 DESIGN LOADS XO Window using single strength (3/32 ") annealed glass. • UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 POSITIVE 30 Sec. +60.0 PSF MTL -16680 +40.0 PSF MTL -16680 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. -60.0 PSF MTL -16680 -40.0 PSF MTL -16680 Design Pressure Rating (Positive) +40.0 PSF Design Pressure Rating.(Negative) -40.0 PSF For Design Pressure Rating vs. Window Siie, see Table in Section'9 "Comparative Analysis" • TEST • 1 TEST LOADS 1 DESIGN LOADS ' OX Window using double strength (I/8 ") annealed glass. UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 POSITIVE 30 Scc. +80.0 PSF MTL -16674 +53.3 PSF MTL -16674 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. -80.0 PSF fvITL -16674 -53.3 PSF MTL -16674 Design Pressure Rating (Positive) +53.3 PSF Design Pressure Rating (Negative) -53.3 PSF • 13 innings Pan American 7.2 TEST. PERFORMED 7.3 TEST PERFORMED 7.4 TEST PERFORMED ACCEPTANCE No.: 96- 1120.01 APPROVED : .Jaunnry 16. 1997 EXPIRES : January 16. 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2e- RESULTS RESULTS RESULTS • Ivlanue Perez, P.E. Plans E .lit iner lI Product - ontrol Division $innings Pan American ACCEPTANCE No.: 96- 1120.01 )t1.. -2f APPROVED : January 16, 1997 EXPIRES : , Tanuary 16, 2000 NOTISE Or ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 ests: 1. 1.1 Test reports on I) Air Infiltration Test, per SFBC PA 202 -94. 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94. 3) Water Resistance Test, per SFBC PA 202 -94. 4) Forced Entry Resistance Test, per SFBC PA 202 -94 & A.AMA 1302.5 -76. along with the manufacturer's marked up design drawings of Series PA-I6 alum. horizontal sliding window XOX with double strength (1/8 ") annealed glass at vent and 3/16" annealed glass at fixed light, prepares by Miami Testing Laboratory, Test Report No. IvITL- 16752, dated April 30, 1996, signed and sealed by David Gale Ober, P.E. 8.1.2 Test reports on 1) Unifonn Static Air Pressure Test, Loading per SFBC PA 202 -94. along with the manufacturer's marked up design drawings of Series PA -16 alum. horizontal sliding window XO with single strength annealed glass at vent and fixed light, prepared by Miami Testing Laboratory, Test Report No. MTL- 16680, dated February 13, 1996, signed and sealed by David Gale Ober, P.E. 8.1.3 Test reports on 1) Unifonn Static Air Pressure Test, Loading per SFBC PA 202 -94. along with the manufacturer's marked up design drawings of Series PA -16 alum. horizontal sliding window OX with double strength annealed glass at vent and fixed light, prepared by Miami Testing Laboratory, Test Report No. MTL- 16674, dated February 21, 1996, reissued on December 10, 1996, signed and sealed by David Gale Ober, P.E. 8.1.4 Test reports on 1) Unifonn Static Air Pressure Test, Loading per SFBC PA 202 -94. along with the manufacturer's marked up design drawings of Series PA -16 alum. horizontal sliding window XOX with single strength annealed glass at vent and double strength (1/8 ") annealed glass at fixed Tight, prepared by Miami Testing Laboratory, Test Report No. MTL - 16673, dated February 13, 1996, relsued on December 10, 1996, signed and sealed by David Gale Ober; P.E. 8.2 Drawing: 8.2.1 Manufacturer's profile drawings and sections. 8.2.2 Drawing No. PA- 16PCS, Binnings Pan American, "Series PA -16" Aluminum Horizontal Sliding Window, Sheets 1 thru 10 of 10, prepared by manufacturer, dated 06/05/95 and 06/06/96. 8.3 Calculations: 8.3.1 Comparative analysis and anchor calculations, dated 11/16/96, prepared, signed and sealed by William M. Meyers, P.E. . 9. COMPARATIVE ANALYSIS: See "Comparative Analysis Chart" on Drawing No. PA- 16PCS, Sheets 4, 5, 9 and 10, of 10, bearing the bade County Product Control approval stamp. 10. TYPICAL EIIEVATION: For typical window elevation, cross sections and anchoring details, se Drawing No. PA- 16PCS; Sheets 1, 2, 3, 6, 7, and 8 of 10, bearing the Dade County Product Control approval stamp. ti if.. mss.. /A Manu Perez, P.E. Plans E Produc ontrol Division finer 11 • I ' i r �� E ' r. - '; ; :: R ACCEPTANCE No.: 96- 1120.01 • APPROVED : Jantiaty 16, 1997 EXPIRES : January 16.2000 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation; 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 taternent: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this P, 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 saute 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 lohger 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 Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. Ilan) 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 times. The copies need not be resealed by the engineer. ' jr 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(1) and this last page 3. items 10. 11 & 12 listed below only a.ully to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required front the Product Control 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frante, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastenel shall fully penetrate the buck, which shall be the saute size as the one tested with the unit. No wood or plastic shields or pins shall be tised for anchoring. 12. Hardware for. all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of. $ South Florida Building Code. • • END OF TI IIS ACCEPTANCE - 3 - // . 3_ Manuel Perez, P.E. Plans Exam II Product ontrol Division I11_IS'- '7-98 FIR 11:43 AM GOPI GLASS M ETRO- 21 Annrovcd:05 /29/97 FAX I0, 3054778992 P 1 METROPOLITAN t l *DE 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 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372.6339 PRODUCT CONTROL NOTICE 0 Gopi Glass Sales & Services Corp. 4400 N.V. 74th Avenue 1MIiairii FL 33166 Your application for Product Approval of: Series 200, 300, 400 & 500 Aluminum Circle Top Fixed Windows ✓ under Chapter 8 Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as subtnitted by: Applicant, along with Drawing No. 1J'96 -26, Sheet 1 of 1. (For listing, see Sectioi_S of this Notice of Acceptance) has 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 tails 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.:96- 08 26,01 Expirc.s:05 /29/00 Raul Ro iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the MetropolitanDU e County in wilding Code Compliance Department and approved by the Building Code Committee County, Florida under the conditions set forth above. s >+anger, Director Building Code Compliance Dept. Metropolitan Dade County , Copi Glass Corporation ACCEPTANCE No.: 96- 0826.01 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves a fixed aluminum window designed to comply with the South Florida Building Code, 1 994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation_ Series 200, 300, 400 & 500 Aluminum Circle Top Fixed Window 1.3 Overall Size: a.) 74" wide x 37" high x 1.875" deep - Series 400 (4- lites) b.) 74" wide x 37" high x 1.875" deep - Series 500 (5- lites) 1.4 Configuration: 0 1.5 No. & Size of Panels: None 1 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material: Extruded Aluminum alloy 6063 -T5 2,2 Glazillg 2.2.1 Glazing Material: Multiple Lites, 1/8" DSB annealed glass - For Series 400, 300 and 200_ Multiple Lites, 3/16" annealed glass - For Series 500. 2.2.2 Glazing Method: Exterior glazed using clear silicone adhesive bedding compound Pecora #860 and extruded aluminum .5" x .5" x .060" glazing bead channel (Part 5) also adhered to perimeter frame. Glass bite dimension is 3/8 ". 2.2.3 Daylight Opening: Semi Circle - a.) 25.13 Sq. Ft. b.) 26.8 Sq. Ft. 2.3 Panel Construction: None 2.4 Frame Construction: 2.4.1 PERIMETER ARCHED HEADER / SILL: .812" exterior face x 1.875" deep, .062" wall thickness extruded aluminum perimeter frame member, with a .50" x .50" x .060" thick extruded aluminum glazing bead channel,•adhered to frame. 2.4.2 M.UN1'IN: A 1.328" exterior face x 1.875" deep x .078" wall thickness extruded aluminum "T" shape muntin bar is used as a true niuntin and also used in sunburst section, with a .50" x .50" x .060" thick extruded aluminum glazing bead channel, adhered to both sides of tnu.ntin bar. 2.4.3 CORNER CQNSTRUCTION: Butt joint construction with perimeter arched header welded to each end of sill section. Muntin bars and sunburst section arc also welded to perimeter arched header and to sill section. 2,5 Weather- stripping: None 2.6 I-[a rdware: None 2.7 Weepholcs: None 2.8 Nluntins: True niuntins allowed, see Section 2.4.2 above, 2.9 R einforcement: None • 2.10 Sealant: The frame corners, glazing bead channel ends and installation fasteners sealed with white color sealant. • 2.11 Screen: None. 2 APPROVED MAY 2 9 1997 EXPIRES MAY 2 9 2000 Maru el Perez, P.E. - PI , =g Examiner I1 Produc ontrol Divisi Gopi Glass Corporation ACCEPTANCE No.: 96 - 0526,01 NV 291991 APPROVED EXPIRES : MM . 2 9 .2000 NOTICE OF ACCi?PTANCE: SPECIFIC CONDITIONS 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Other configurations allowed: Series 200 (2- panels), 300(3- panels), 400(4 - panels) and 500(4- panels with sunburst) 3.3 For Design Pressure Rating vs. Window Size and configuration, see Comparative Analysis Tables in Section 9. 4. INSTALLATION: 4.1 Screws and Method ofAttachment PERIMETER ARCM ED HEAD / SILL: #10 x 1 -1/2" PPH SMS with min. penetration of 1" into 2x Nvood buck OR 3 /16 ",x 2 -1 /4" Tapcons fasteners with min. penetration of 1 -1 /4" into masonry OR #10 x 3/4" PPH SMS into 1/8" thick min, aluminum wall, spaced as shown on Drawing No, W96 -26, Sheet 1 of 1. SILL: #l0 x 1 -1/2" PPFI SMS with min. penetration of 1" into 2x wood buck OR 3/16" x 2 -1/4" Tapcons fasteners with min. penetration of 1.•1/4" into masotuy, spaced at 6" from each end and 12" o.c, maximum. Note: Please see note #11, Page 3 4.2 Limit shim space to a maximum of 1/4 ". 4.3 Anchorage of the window shall be to concrete, masonry and/or wood framing and shall consist of only those anchors specified in this Notice of Acceptance . Substitution of anchor type or indicated embedment is unacceptable. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state -and following statement: "Dade County Product Control Approved ". 6. USE • 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.2 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.3 Note: The installation of this unit will require a hurricane protective system. • 2a Mani l Perez, P.E. - Plans Product Control Division aminer I1 TEST TEST LOADS DESIGN LOADS Series 400 Window - Arch Window - Glazing: 1/8" DSB annealed glass. AIR INFILTRATION 0) 1.57 PSF SFBC PA 202 -94 (0.15 CEM/FT2) 0,0 CFM /FT' HETI -96 -1064 UNIFORM STATIC PRESSURE (DESIGN LOAD) SFBC PA 202 -94 POSITIVE 1/8" annealed glass +51.0 PSF I IETI -96 -1061 +51.0 PSF HF,TI.96 -1064 UNIFORM STATIC PRESSURE (DESIGN LOAD) SFBC PA 202 -94 NEGATIVE 1/8" annealed glass -69.0 PSF HETI -96 -1064 -69.0 PSF HETI -96 -1064 WATER RESISTANCE (PSF) SFBC 202-94 _. +7.65 PSF EIETI -96 -1064 +51.0 PSF HETI -96 -1064 UNIFORM STATIC PRESSURE (DULL TEST LOAD) SFBC PA 202 -94 POSITIVE 1/8" annealed glass +77.0 PSF HETI -96 -1064 +51.3 PSF FIETI -96 -1064 UNIFORM STATIC PRESSURE (FULL TEST LOAD) SFBC PA 202 -94 NEGATIVE 1/8" annealed glass -103.0 PSF HETI- 96 -I064 -68.7 PSF HETI -96 -1064 FORCED -ENTRY RESISTANCE (FER) N.R. Design Pressure Rating (Positive) +51.0 PSF Design Pressure Rating (Negative) -69.0 PSF For Design Pressure Rating vs. Window Size, sec "Series 200- 300 -400 Picture Windows Comparatice Analysis Chart" Table for 2, 3 and 4 Lites with true muntins in Dwg. No. W96 -26. TES'1' RESULTS l 3/16" annealed glass. DESIGN LOADS Series 500 Window - Arch Window with Sunburst - Gazing: AIR INFILTRATION @ 1.57 PSF SFBC PA 202.94 (0.15 CFM /FT') 0.0 CFM /FT' HETI -96 -1064 UNIFORM STAIC (DESIGN LOAD) SFBC PA 202 -94 POSITIVE 3/16" annealed glass +52.0 PSF HETI -96 -1064 +52.0 PSF HETI -96 -1064 UNIFORM STATIC PRESSURE (DESIGN LOAD) SFBC PA 202 -94 NEGATIVE 3/16" annealed glass -63.3 PSF FIETI - 96 - 1061 . .63.3 PSF HETI -96 -1064 WATER RESISTANCE: (PSF) SFBC 202 -94 +3.0 PSF HETI -96 -1064 +53.33 PSF HEL'1 -96 -1064 UNIFORM STATIC PRESSURE (FULL TEST LOAD) SFBC PA 202.94 POSITIVE 3/16" annealed glass UNIFORM STATIC PRESSURE (FULL TEST I..OAD) SFBC PA 202 -94 NEGATIVE 3/16" annealed glass +78.0 PSF I HETI -96 -1064 +52.0 PSF FIETI -96 -1064 -63.3 PSF HETI -96 -1064 -95.0 PSF HETI -96 -1064 FORCED -ENTRY RESISTANCE (FER) N.R. Design Pressure Rating (Positive) +52.0 PSF Design Pressure Rating (Negative) Picture Window Comraraticc -63.3 PSF Analysis Chart" Design Pressure Rating vs. Window Size, see "Series 500 Cable for 5 Lites with true muntins in Dwg. No. W96 -26. . Cropi Glass Corporation 7. TESTS PERFORMED: RESULTS: -2b- ACCEPTANCE No.: 96- 0626.01 APPROVED : MY 2 9 1997 EXPLORES • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS MAY 2 9 2000 Man el Perez, P.E. Plans. miner II Produ ontrol Division Gopi Glass Corporation ACCEPTANCE No.: 96- 0826.01 APPROVED MAY 2 9 1997 EXPIRES : MAY 2 '9 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTEI) 8.1 Tests: 8.1.1 Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of 3 specimens each of Series 400 & 500 Aluminum Arch Windows, prepared by Hurricanc Engineering & Testing Inc., Report No. IIETI - 96 - 1064, dated May 07, 1996, signird and sealed by Hector M. Medina, P.E. 8.2 Drawings: 8.2.1" Manufacturer'sTest Unit drawings Series 400 & Series 500. 8 :2.2 Drawing No. W96 -26, "Gopi Series 400 & 500 Windows ", Gopi Glass Corporation, dated 08/05/96, revised on 4/18/97, Sheet 1 of 1, prepared by Al- Farooq Corporation, signed and sealed by .Humayoun Farooq, P.E. 8.3 Calculations; 8.3.1 Comparative Analysis and Anchor Calculations, dated 12/27/95, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. 9. COMPARATIVE ANALYSIS: See "Design :Load Capacity- PSF" table on attached Drawing No. W96 -26, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 9.1 For Series 200 (2- lites), 300 (3- lites) and 400 (4- lites) all with true muntins and 1/8" DSB annealed glass, see corresponding "Design Load Capacity- PSF" table. 9.2 For Series 500 (4 - lites with sunburst) with true muntins and 3/16" annealed glass, see corresponding "Design Load Capacity- PSF" table. 10. TYPICAL DOOR ELEVATION: For typical elevation and cross sections see attached Drawing No. W96 -26, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. � +_!_:yatlk_,�li�y;a. a16`..in, ik�... 2C i ' -- -- - ' diiWWwkiwa'MW.rirac°' -i w.*.•4 - - : Manu I Pe ez, P.E. - Plans Product Control Division liner II Gopi Glass Corporation NOTICE OF ACCE1'TANC :E STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documents, including test supporting data, engineering documents, arc 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: "Dade County Product Control Approval ", 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 tiling of a revision application with appropriate fee) and granted by this office. 5. Any of the following'shatl 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 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 copies rived not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9, This Acceptance contains pages t, 2, 2(a) through 2(c) and this last page 3. Items 10, 11 & 12 listed below onl a Qty to glazed Rroducts and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. I I. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other pans of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. • END OF THIS ACCEPTANCE - 3 - ACCEPTANCE No.: 96 - 0826.01 APPROVED : Si 2 9 1997 EXPIRES : MAY 2 9 2000 Man !Perez, P.E. - Plans E er II Product Control Division DESIGN LOAD CAPACITY - PSF WINDOWS W[TH D28 - ANNEALED CLASS • V -11:. i--IN. 4 LITE 3 LITE 2 LITE + - + - + - 26 -1/2 13 -1/4 51.0 123.4 51.0 123.4 51.0 I23.4 37 ' 18 -1/2 51.0 8:•.9 51.0 39.9 51.0 60.9 48 ! 24 51.8 95.3 510 95.3 51.0 95.3 53 -1 /3 26 -9/16 51.0 73.9 51.8 70.9 51.0 72.4 60 : 20 51.0 101.7 51.0 33.9 45.4 61.5 74 I 37 510 69.0 40.8 55.2 29.9 40.4 DESIGN LOAD CAPACITY - PSF WiFi8CWiS :"!r: -i 3/15' - ANNEALED GLASS V-1N. H -IN. 1 I oi�C 1 + - 26 -1/2 13 -1/4 1 13 -1/4 1 53.3 123.4 37 18-1/2 11 -1/2 1 53.3 80.9 48 24 24 53.3 95.3 53 -1/8 26- 9/16 25 -3/6 53.3 78.9 60 30 38 52.2 63.5 74 37 24 50.5 61.5 53 1. a' 74' � \\ 16' I T if' 6' TY?- -l-- -j • ANCHORS AT ARCH PORTION TO DE SPACED AS 'SHOWN ON ELEVATIONS ABOVE SILL' ANCHORS TO BE SPACED c 12" 0.C. MAX. APPLICABLE TO 2, 3. 4 AND 5 LITE ARCHES. 1 10 S.M.S. r 1 - ILK. 04r� Ir419 WOOD 2X VCCID SLICK 1/4' MAXLj CIRCULAR I•t1r1•4 SFRAIG;I1 I1UNT1N l /4' PAX. r 31,1K V1333 BUCKS NOT BY GDP! CLASS PLJST SUSTAIN LOADS iv,POSED FY GLAZI})G SYSTEM. S[LICCNE 4 10 S.{.(.7. - 0 12" 0.C. [ DADE C'3U1Ti AP PROVED ML!WCN 6: 10U11JGN A):CHC ?S 3 /16'X2` -)/4' TAPCT.N 1 -)/4' 1111L EYSED -LX VOCD BUCK .162 --1 STPAICHT MUNTIN 6063 -T5 . 1/4 21 - - t 1.329 SERIES 200 -300 -400 PICTURE WINDOWS COMPARAT VE ANALYSIS CHART 2. 3, AND 4 LITES WITH TRUE MUNTINS BASED ON HE11 -96 -1064 CF 05 -07 -S6 TESTED SIZE = 74' X 37' DESIGN LOADS = -4.51.0. -69.0 PSF WATER INFILTRATION TES = 7.8 FSF TESTED GLASS = DSB - ANNEALED 1'. S- (OD C..: a'r ?RDPA ONTROL DIVISICN IJ1LC:NG 00 COMPLIANCE 0;4 ICE 1.975 - - --. - -� .4CCE2IANCE N.,qLS. I � �D JI II .162- 1329 J 1 9 -509 S -20D 1.E1F.O 'J k CC!.PLY;1i3 '•.'t1IR il$ SDWii FLO.°. ?u4 ?1'17110 CODE q '4. FRAME & C1RCu,.AR MUNTIN CL ZI.NG STOP 6063 -15 6063 -15 TRUE 141EmKS 3 /16'- ANNEALED GLAS' 1/6' X 1' LONG •./!LB TIP. AT JOINTS W- 1H. SERIES 500 PICTURE WINDOW COMPARATIVE ANALYSIS CHART 5 LITES WITH TRUE MUNTINS FUSED ON 14E11 -95 -1064 OF 05 -07 -95 TESTED SIZE = 74" X 3r CESIGIl LOADS = X52.6, -63.5 PSF WATER INFILTRATION TEST = 5.0 PSF TESTED iTLASS = 3/16 - ANNEALED { NOTES: 1. W000 BUCKS EY OTHERS, MUST BE ANCHORED PROPERLY TC TRAII5FER LOADS rJ THE STRUCTURE. E. ANCHOR co,4D AONS NOT DESCRIBED L`J THIS .APPROVAL TO BE ENGINEERED SEPA ?ATELY. o 0 0 O - O v to r0 a 0 C3 0 <� c Z" - - � av c, r drawing no. 96 -26 (shoct 1 or 1 Date_ Type Insp'n \ I N �J - h no DOCX Permit No. c P c4- 53 Name Address Company OI_DAS Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Tex N g4S)- Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -53 Printed: 1/16/2004 Page 1 of 1 Applicant: JOHN FOX Owner: FOX JOHN JOB ADDRESS: 1092 NE 94 NE Building Permit Contractor SECURE WINDOWS Contractor's Address: 6984 NW 42 ST Local Phone: 305 - 513 -0705 Fees: Description Amount FEE2004 -532 Building Fee $100.00 FEE2004 -533 CCF $4.20 FEE2004 -534 Training and Education Fee $1.40 FEE2004 -535 Technology Fee $2.50 FEE2004 -536 Scanning Fee $6.00 Total Fees: $114.10 Permit Status: APPROVED Permit Expiration: 7/13/2004 Construction Value: $6,500.00 . Work: REPLACE IMPACT GLASS FRENCH DOORS (3 DOORS) Signed: (INSPECTOR) Parcel # 1132050070180 Legal Description: 5-6 53 42 .21 AC PL OF GOVT LOT 4 PB 5 -90 BEG NE COR LOT K W133FT S TO Total Fees: $114.10 Total Receipts: $0R JAN 2 3 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) C it. c— t mot- . r. f r 7 Phone # 1 5 7 9 - 7 IP 0 Owner's Address 10 ri - a N'E 6 04 `st City 1Y■ am1 c AesQ -S State FL--- Zip '31 Tenant/Lessee Name Phone # Job Address (where the work is being done) I 0 q a kit ciLl c+ City Miami Shores Village County Miami -Dade Zip X 31 — 3 9 Is Building Historically Designated YES NO )( Contractor's Company Name '5 PCU' Contractor's Address 1.0 q 7 y kW) City YY1 bm) State Qualifier V--4 1 �..\ pt Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Ca TOO • ° ° Type of Work: ❑Addition Q ❑Alteration` Describe Work: 1 r1 rc C'1 1 TN^c) o " Submittal Fee $ Notary $ Scanning $ 6 Code Enforcement $ Total Fee Now Due $6 v t ' (Continued on opposite side) * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** t Fee $ Training/Education Fee $ Radon $ D Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REcEuvE<< iAN )7, 2004 y Permit No. i3P,n 9 ,3"3 Master Permit No. Electrical Plumbing Mechanical Roofing U' i rt1 c9 W Phone # 3 o5 • 513 - 0 7 0 5 1-1 d s1 r�ci%t r 1-- Zip Th 3 ) 10 ..p ❑New Repair/Replace ❑ Demolition 3 oor5 /00 — 1, 4 7'U Zoning Structural Plan Review. $ t�® Square Footage Of Work: U CCF $ 14, a a CO /CC Technology Fee $ , 50 Bond $ ~� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a pennit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature CMn $ Signature Owner or Agent The foregoing instrument was acknowledged before me this 1 q day of — 5iN / , 20 v y , by who is personally known to me or who has produced As identification and who did take an oath. APPLICATION APPROVED BY: Chc 12/15/03 Contractor The foregoing instrument was acknowledged before me this ) J day of Jir . ,20 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ,r■ DTI C'. NOTARY PUBLIC: Sign: A SA 0Q; Print: en. A. 5.N (pL e. v r) or Mona Smith - Deleon My Commission Expires: � ` � 0 'F My Conunission Mona Smith - Deleon • • My Commission DD072699 * * * * * * * * * * * * * * * * * * * * * * * *'�i� Ammit�b15 r1ri f�1' ° " 2 1 9t �3� * * * * * * * * * * * * * * * * * * * * * * * * * ** *BAs *,g* `* iMlkRQ 91} * * * * * * ** ° ` oa oiv Expires November 15, 2005 (Certificate of Competency Holder) 17w 9w *\'\ \ (1-1 -a& State Certificate or Registration No. Certificate of Competency No. ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *,r - ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** JAN 14 2O Plans Examiner Engineer Zoning f PAY SECURE WINDOWS & DOORS TO THE ORDER OF yvir2 oty-,Y'.3 6984 N.W. 42 ST. MIAMI. FL 33166 305-513-0705 StiolIcs VicL44 46 11 L9 211 7 DAT INVOICE AMOUNT OCITAIV DANK 7650 N.W. 25TH (CREST MUM FL 33122 1:06601, L3921: L01102282/910•05 63-1139/660 _ 10 1912 DOLLARS Mtgrftr,11Coaron I 4 '4 itoggEMpliiiIiift LINE MaLiiIptiWekittral MP NAME: /7 .1- ■• oe 0/171 DATE OF INSTALLATION: ADDRESS: -(7 /\,/ t HOME PHONE: CITY: eNrft, ./e).-0.„STATE: e OFFICE PHONE: IlLUKCJ L & DOORS) ) DIAGRAM e x* ipSW) CONTRACT NUMBER: 1 " 7 SALESMAN: P20(53 INSTALLER: ; I . , > I 1. i 1 . 1 . . : . '.. . i . I I I I f : T ' , i ■ ) 1 ■ : ,. - -- ! ; I i k )k i ; I ; i I : 1 I i • - - i- • t _ _. .1 - — . ; . . 1 t . i : I I : i • _ ...1 . i /.(... . M1AM2 PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 Your application for Notice of Acceptance (NOA) of: Series SWD -101 Outswing Aluminum French Door - Impact 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 NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time 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 by 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. 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 -2908 CONTRACTOR LICENSING SECTION (305)375 -2527 FAX (305) 375-255 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 ACCEPTANCE NO.: 01- 0417.04 EXPIRES: 11/22/2006 Raul Rodriguez Chief Product Control Division THIS IS THE Cs VERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GKNERA4 CONDITIONS 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 Miami -Dade County, Florida under the conditions set forth above. APPROVED: 09/06/2001 Francisco J. Quintana, R.A. Director Miami - Dade County Building Code Compliance Office 1ts04500011pc700011templateslrrotice acceptance wow page.doc Internet mail address: postmaster ®buitdingcodeonline.com • Homepage: http : / /www.buildingcodeoniine.com Vinyl Tech/Progressive Class Technology. ACCEPTANCE No.: 01- 0417.04 APPROVED : September 06. 2001 EXPIRES : November 22, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and renews the Notice of Acceptance No. 99- 0128.01, which was issued on February 18, 1999. It approves an outswing aluminum French door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 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 2.1 The Series SWD -101 Outswing Aluminum French Doors - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 971, titled "French Door XX, X" Sheets 1 through 4 of 4, prepared by manufacturer, dated 02/16/98, with revision C dated 1 -22 -99 and last revised on 04- 13 -01, signed and sealed by Robert L. Clark, P.E., 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 3.1 This approval applies to single unit application of pair of doors and single door only, as shown in approved drawings. Single door unit shall include described in the active leaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum French doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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. 14,114i 1 •G441Acl4 Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division 2 Vinyl Tech/Progressive Glass Technology. ACCEPTANCE No.: 01-0417.04 APPROVED : September 06. 2001 EXPIRES : November 22. 2006 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 documentation, 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 purpose. 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 need 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 1, 2 and this last page 3. 15114' 1 . 1.4..14 Ishaq 1. Charade, P.E. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 Vjnyl Tech/Progressive Gla Technology, ACCEPTANCE No.: 01- 0417.04 APPROVED : September 06.2001 EXPIRES : November 22. 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For Filling Purpose only. Not part of NOA) A. DRAWINGS (transferred from file #99 -0128.01) 1. Manufacturer's die drawings and sections. 2. Drawing No 971, titled "French Door XX, X" Sheets 1 through 4 of 4, prepared by manufacturer, dated 02/16 /98, with revision C dated 1 -22 -99 and last revised on 04 -13 -01, signed and sealed by Robert L. Clark, P.E. (Note: The latest revisions consist of addition of 2 -point lock hardware only) B. TESTS (transferred from file#99 -0128.01) 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked-up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1973, dated March 19, 1998, signed and sealed by Gilbert Diamond, P.E. 2. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2241, dated January 14, 1999, signed and sealed by Gilbert Diamond, P.E 3. Additional test report on (submitted for hardware revision qualification) 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 2612, dated September 29, 2000, signed and sealed by Aldo P. Gonzales, P.E 151 I . Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division E-1 Vipvj Tgch/Progrestilyp Technology. ACCEPTANCE No.: Q1- 0447.04 APPROVED •: September 06, 2004 EXPIRES : November 22,2006 O _ E QF CcEPTAN E; EVIDgNCy gimMITTF (For Filing purpose only. Not part of NOA) C. CALCULATIONS (transferred from file#99- 0128.01) 1, Anchor Calculations, prepared, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No, 00- 1212.04 issued to E. I. DuPont DeNemours. for "Butacite PVB", dated 02115/2001, expiring on 12/11/2005 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Stflex /%epsafe Maximum" expiring on 05/21/06 3, Notice of Acceptance No. 98- 0728.05 issued to Solutia, Inc. for "Sam IIIG PVB PalyVtnyl Butryal interlayer", dated 08/27/98, expiring on 05 /21/01. (transferred from file#99- 0128.01) 4. Notice of Acceptance No. 96- 0527.01 issued to Monsanto Chemical Co. for "Laminated Glass with Saflex PVB Itnterlaiyer", dated 01/09/97, expiring on 01/09/00. (transferred from file#99- 0128.01) E. STATEMENTS (transferred from file #99 - 0128.01) 1. Statement letter of conformance and `No financial interest", dated April 20, 1998, signed by Robert L. Clark, P.E. 2. Letter of compliance, dated March 23, 1998, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 3. Letter of compliance, dated January 15, 1999, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 4. Meeting Summary dated January 26,1999, issued by BBCO. 5. Revision request letter dated April 13, 2001, issued by PGT Industries, signed by Robert L. Clark, P.E. F. OTHER (transferred frone file#99- 012&01) 1. This revises and renews the Notice of Acceptance No. 99- 0128.01, which expires on November 22, 2001. 2. Manufacture's "Quality Operation Procedure ", submitted per meeting summary dated January 26, 1999. 3. Notice of Proposed Action Product Removal, dated December 28,1998, issued to Vinyl Tech / Progressive Glass Technology intending to remove NOA No. 98- 0506.02 for their Series SWD -101 Outswing Aluminum French Door, approved on 10/22/98 and expiring on 10/22/01. This document was canceled on 01/21/99. 4. Glazing complies w/ ASTM E- 1300 -98. E-2 1,si`41 . C -IaadA Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division 7 1/2. 95.750 N4X 7. 1/2 J AMX. ON CENTER DP. HEAD & SILL 2 .POINT LOCI( 7 lOPT1ON Robert aa*,RE. REM 97I2 Straabeil .XX 71:750 1/2" 13:5" 145 ri 7 1/2 1-• rac 2pt. lack info Row Ay: pow Ohm to: rill: as. / 1/17/te Diums D.B. D61°1 2/16/913 5 1/2" MAX. SECANT ON FRAME CORNERS & PANEL CORNERS LARGE MISSLE 'IMPACT DOORS CONFIGURACOM: 3 19310N PRESSURE RAMO: 1.:j :GLAZING: .401/.484 .LAMINA1ED IW/INTERLAYER PIONSANTO :OR DIJPON1) Jq) .464 (LAM.: +75 .P.S.F. -73 ,P.S.F. IAA: +80 JP.57. -BO .P.S.F. 4,:).ANONORS: 483.14 1/2" IRON .00RNER5 mu) ,s 1/2' FROM ■CORNaS JANB) .14.4X. 'ENCINO AT NSW & SILL: 13.000 A/AX SPACING AT .JAAe 13.500 .5.) NO 'SHUTTERS :REQUIRED .8.) REFERENCE MST REPORT: .F11-2241 :7.) iF72R LOCKING .ASSEMBLY :OPTION - S SHE17 .3 CP 4 swintAsposa SWD-101 It•tratgatt Trench Door — X, XX 211181121" fiN 1070 Technology Dr. krard Nokomis, , ONINO ICO *Pr I r 34275 POT Nes •,9IDOR NO: ISeshe latoth &mew lb. I X 11 PRODUCt RE*WED tiwiati2,arb " .13y Wv4 . lemma mat. Riv 971 D 95.750 93.625 .489 EXTERIOR 1.272 4.000 4.000 ROUGH OPENING SEE 'SHEET 3 FOR ANCHORS m I sP ROUGH OPENING •H- 3:000 • 84 3/ OPENING 'SPACE 50 1.479 VERTICAL, SECTION INTERIOR 1.489 .250 " SAcir 3.000 ROL OPENING .34.625 wroi PANELS ACTIVE PANEL 25" EVAVGlif !OPENING d ;HORIZONTAL SECTION INTERIOR 171.750 !EXTE4IOR T 2 pt lock info 4 1.750 INACTIVE !PANEL Ibrzyssaikkrames 1070 Technology Dr. w Aro 1.480 PRODUCT 144MWEI) ..ccsrosocii‘ zmt . 640. 04 8:100010t t!" 2Z Rg 99 1014 . 19 c4. 07114 0 4 iisterlalt *Or r SWesiOladst: Dwritglara ketwl SWD-101 .34275 Nokomis, F7. L . Carl; law itg paw ow e DA POT MI French Door — Elevations,. VENN* NM P.P.. 09712 /07/00 scrk am: inring Stnearal ' °""" D.B. Da$6 2/16/98 204 !!! 971 . . _250 MU SHIM !SPACE ROUGH •OPENING Pest 2 POINT LOCK ASSY, .1 IMa. mai Limo —4 .250. SPACE INdayikdak SWD-1.01 Diampann: POT NI .401 I.AM. 'KeWON**ANO . 14P7 T PVN INTERIAYFir .t7R .11131" LAN. IVI7UPONT MITA= INTERLArilf • SEr BOIE_I ON .SIZEL1 JESStLEESSILIKAITINOL 021. 11.211 1070 Technology Dr. n1 ' 6 7111 .54 Nokomis, F7. Oast AN* atom * r 1 34275 :3/38 .ANN. 4090 S/18 ANN. .250 . 2.000 'SPACE IND French Door — Ex oded/Glozing . r 1.94:02R **dm Onsalng No. 3 971 14 89 484" LAN. 111161NPANT0 UMW MN 8JITIL4Yrg OR .AM* LAM troftwPowt PNITAi I7T Ye SEE .0 3 ON luau imstsusueuer.BaziLsza..sa • P161)164 RENE*4) • Accrn : dektift. ' a l -041. 1' 014 ankaltointae Wm/Emig/ 11.1■^1, Bilar4 D TYP. JAM TYP. S1L ® rip. (HEAD Aft 1/4' 711,0011 1 i2 IdijILVD 7W..taVe 1 - Robert L auk PS PB #39712 StreSmal 62899C CORNING lEi= 1DPCtritr.L'Ar, % /•Fll�?.Tii [:!f• mlPEr_'ta! INE71 !.7.tc 6't 111 MIME ITE 1 DESCRIPTION ! V.T. ' f (QTY./DESCRIPTION D00 ; • 1-, LL 60.3 - le- r rc> il- inue 9■111■11r- tits® P',t {CEM111111=111111EWEPW r �1.1API & 1 ,f!7:1J'Jdl2 r"l• 74 — n � �1� ll.!1 ► = 6038' V.!4! 1n�� - – IWA1ra:7 - d• E IIILF , :�: y •A ;�. ■�Ia•1 :,_'J11111111111111CFfi7)11111 10 h,'IF:19:4 O,= B111[I4allaic:dL•IPB111111111[3IS17'® Ci" tt, E I [71 pI-]'111Creir i:• . • ,dt ;bat. fro ' 11 � z t, E PflW16 TRUSS WASHER IIM.!i Yfreo. r•-•r to. :& ;• • .ro t1�BY'�IX•IQ/�'L•!!r7lilif� LEMffitri ilkYl 4V141i1001:1 CB L7i� 'TB�7s7�7 =62:_7;1•111!gim;: ' IItLfPa;I ilkW:?I •i•I'AilLe2AIMIiC5kir1 iraWINhFbi1:7i?-�CSPf, IfElMF'ii 11:;411 :2 ttr.i7. •IELVA;ENIIMININII ifamici lv47 5:74 onimaCitki1m Pd it:Lx�[Sbf Eta P:IIP[T tiEi t/a: ICAIUBWri,.•,,..ti i?7Z1■11/111/119B,:StY ;c71.74fLpEI wE7itl: -.- iVuga!!Isr':1111=MI6Zt. EarCZ , , • - uz Gu Y �3i1�_'' I.r Z''113i7? :� PEI 11_•11,611 • ' rtL.JL:Atz:• a uui •u, • l IIL3:PJ.!L'. �i..c10i %:i errs:[!; I W14: 17:711r741tW/ iu•t•.• 1l 01HIH a'!•Pr7t: li3 - ( TX• iff.M0 r *fra- Y47411 111:11-' 11.. 11L'(P;Yl:7! JCi [Q6/ /L�Lt 6:La�u2•I±yr:7Lx�CL'7' IVAIf IZNakillillIG:ll41■Itkigial•Ir1iff it MTi! /14 &win riror 111E91,�1U.N•PIMElrif ua•=c 7t7, �L77L •T1E'1 ICF•li0 9• X1-1 1 lWt X i,�[T•k • • . ;u•:7 v i.•,.,c•�i•,,,,Ttnv- :tA -1 1:7�1 EiEZ• a• r AIONIIIMPeI': J'' 1ZI6jC ZA;1IIM.u•711•11111111111111111111..1al /2 Pr•FgAIWYL 'tl11111111•11•11111111111WPISANI6Vf41A, M777l1911111111111111111111Vt?r!lil•■•11111111C-LL• �`• . n DJ o7ded 2 At. lock info i R.0.,: iimi i 0070 Technology Dr. Nokomis, FL 2 1 r 34275 SW0 -10 Markt Ra.e ltg *rife 0.6 1 1/17/00 ay.n f` D.B. 2/16/98 PRoave ' ,wceatwcX CZ! tZ>oV . • seratlaloiell6 B, _} INDU French Door — Anchorage B.O:M. POT NO: ;MGR,11ak Sank ;or sr.xby Na 4 0 4 , 9 VENDOR !VENDOR 899 • lbws D MIA MhDAC>E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 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: Series FD -101 Outswing Aluminum French Door wI Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites ", sheets 1 through 8 of 8, prepared by manufacturer, dated 7 -12 -99 and last revised on 01- 17-03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Davie County Product Control Renewal 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 unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 sha11 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 & renews NOA # 02-0702.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. 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 NOA No 02-0927.13 Expiration Dote: February 13, 2008 Approval Date: February 13, 2003 Page l PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. (transferred from file# 02- 0702.01) 2. Drawing No. 972, titled "Aluminum French Door w/ Sidelites ", sheets 1 through 8 of 8, prepared by manufacturer, dated 7 -12 -99 and last revised on 01- 17-03, signed and sealed by Robert L. Clark, P.E. • B. TESTS (transferred from file# 02- 0702.01) 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 • 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Test, per SFBC.3603.2 (b) and PA 202 -94 5) Large Missile Impact Test per SFBC and PA201 -94 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door w\ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2067, dated August 12, 1998, signed and sealed by Gilbert Diamond, P.E. 2. Additional test report on (submitted for hardware & glazing qualification) 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94 along with marked up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2612, dated September 29, 2000; signed and sealed by Aldo P. Gonzales, P.E . 3. Additional reference test reports FTL -1973 & FTL -2241 per PA201, 202 &203, issued by Fenestration Testing Laboratory, Inc., dated March 19, 1998 and January 14, 1999, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS 1. Glazing capacity Calculations per ASTM -1300, dated 01- 17 -03, prepared, signed and sealed by Robert L. Clark, P.E. 2. Anchor Verification Calculations dated 07 -12 -99 and revised on 1- 14-00, prepared, signed and sealed by Robert L. Clark, P.E. (transferred from file# 02 0702.01). E -1 Ishaq LCh da, P.E. Product Control Examiner Product Control Division NOA No 02-0927.13 Expiration Date: February 13, 2008 Approval Date: February 13, 2003 <{ PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) D MATERIAL CERTIFICATIONS (transferred from file# 02-0702.01). 1. Notice of Acceptance No. 00- 1212.04 issued to E. I. DuPont DeNemours. for "Butacite PYB ", dated 02/15/2001, expiring on 12/11/2005. 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex /Keepsafe Maximum ", expiring on 05/21/06. 3. Notice of Acceptance No. 96- 0527.01 issued to Monsanto Chemical Co. for "Laminated Glass with Sailer PVB Iinterlaye/', dated 01/09/97, expiring on 01/09/00. (transferred from file#99- 0128.01) E. STATEMENTS (transferred from file# 02- 0702.01). 1. Statement letter of conformance, dated July 12, 199, signed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated July 12, 199, signed by Robert L. Clark, P.E. 3. Letter of compliance, dated August 12, 1998, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 4. Addendum letter, along with marked -up drawing of reinforcement (sidelite) dated 2 -3 -2000, issued by Fenestration Testing Laboratory. 5. Letter of compliance, dated September 28, 2000, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Aldo P. Gonzales, P.E 6. Revision request letter dated April 13, 2001, issued by PGT Industries, signed by Robert L. Clark, P.E. 7. Meeting Summary dated January 26, 1999, issued by BBCO 8. Revision request letter dated April, issued by PGT Industries, signed by Roberti. Clark; P.E. D. OTHER 1. This NOA revises & renews NOA 02- 0702.01. 2. Manufacturer's "Quality Operation Procedure", submitted per meeting summary dated January 26, 1999(Note: This series FD -101 door is related to file 98- 0506.02, requiring strict manufacturing quality procedure to be followed.) 3. Prior related file NOA(s) 01- 0417.06 & 98- 0506.02. E -2 kst,Vtl • LI� Ishaq LC da, P.E. Product Control Examiner Product Control Division NOA No 02-0927.13 Expiration Date: February 13, 2008 Approval Date: February 13, 2003 85 1/ MAX. DAYUCHT OPENING TYP. 96 MAX. 8.500 38.125 MAX. - 33 3/8 MAX.& DAYLIGHT OPENING 73.50 1AAX' 4.000 4.000 4.000 4.000 13,50 MAX. 25' MAX. & DAYLIGHT OPENING / 4.000 4.000 4.000 oxxo 71.750 MAX. ', 4.000 25' MAX. & DAYLIGHT OPENING Four 1/4' Topcone or 5 #14 Screws Req'd at thin Location. Top & Bottom. 38.125 MAX. 33 3/8 1.4A7f. & DAYLIGHT OPENING LARGE MISSII FJMPACT DOORS 1.) GLAZING OPTIONS (SEE SHEET .3 FOR GLAZING DETAILS) OPTION 1 - .402 (3/8, LAMINATED (3/16' HEAT STRENGTHENED, .090 INNER LAYER, 1/8' ANNEALED OPTION 2 - .402 (3/8) LAMINATED (3/16' HEAT STRENGTHENED, .090 INNER LAYER, 1/8' HEAT STRENGTHENED OPTION 3 - 7/16' LAMINATED (3/18' HEAT STRENGTHENED, .090 INNER LAYER, 3/16 ANNEALED OPTION 4 - 7/18' LAMINATED (3/16' HEAT STRENGTHENED, .090 INNER LAYER, 3/16' HEAT STRENGTHENED 2.) DESIGN PRESSURE RATING: (SEE TABLES SHEET 2) 3.) ANCHORS: DOOR MAX. FROM CORNERS: 6.500 (HEAD & SILL) MAX. FROM CORNERS: 6.000 (JAMBS) MAX. SPACING AT HEAD & SILL: 13.500 MAX. SPACING AT JAMBS: 21.000 4.) SHUTTER REQUIREMENT.' SHUTTERS NOT REQUIRED. 5.) REFERENCE TEST REPORT' FTL -2087 6.) SEALANT TO BE APPUED AROUND THE FRAME CORNER & PANEL CORNER SEAM. 6.000 21.000 MAX. } 21.000 MAX. 13.250 HINGE L00. 6.000 TYPICAL L LOO 1 13.50 MAX. 4.000 4.000 4.000 4.000 47,875 HINGE LOC. TYPICAL Robert L. Clark, P.E. PE #39712 Structural 96 MAX. 85 1/8 MAX. DAYUCHT OPENING TYP. 8.500 &MORS ARC TYP. IN HFAO 4 SILL 38.125 MAX. 33 3/8 MAX. & � - DAYLIGHT OPENING 13.50 MAX. 4.000 IN ES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 39.500 4.000 -y7 4.000 -- 4.000 Revsd B/: F.K. Raved By F.K. Roved By: F.K. Drown By. D.B. Sorir /Model: FD -101 2 POINT LOCK OPTION l.) le 0 bats 1/17/03 Don: oxo 37.500 MAX. 25' MAX. Ali DAYLIGHT OPENING 13.50 L Revision.: D - ADO D.O. OIM.S Rev..lens C -ADO 7116 CiASS k MIS Revision.: 8 -PER LETTER 8/17/01 949/02 8/20/01 Date•. 7/12/99 DreND6on: ELEVATIONS OXXO & OXO Soon: NTS SM'L or 38.125 MAX. 33 3/8 MAX. & DIYUGHT OPENING Droving Me. 9 72 6.000 21.000 MAX. 21.000 MAX. 1 6.000 L 8.500 PRODDCT8VIEWt8 r earms NU 81ePlonk eukua Cade ErpIrselm Dr+e Os_�41•�f 1. U../.4d. Tick: ALUMINUM FRENCH DOOR W/ SIDELITES Rev D COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTION 2 3/18" Heat Strengthened, .090 Inner Layer, 1/8" Heat Strengthened COMPARATIVE ANALYSIS TABLE 3. - GLASS OPTION 3 • 3/16" Heat Strengthened, .090 Inner Layer, 3/16" Annealed ' Qty. of Slabs Monte Width Max. Door Widths Heights Slabs 79.760 Qty. of Slabs Sldellte Width Max. Door Wldtha H hts 79.750 83.760 87.750 91.750 95.760 79.750 83.750 87.760 91.750 95,750 72 22.000 37.500 -75.0 -75.0 -75.0 -75.0 •75.0 I o X o I 1 22.000 37.500 -75.0 -76.0 -75.0 -75.0 -75,0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 76.0 75.0 75.0 30.000 28.000 37.500 -75.0 -75.0 -75.0 -75.0 -76.0 1 28.000 37.500 -75.0 -76.0 -75.0 -75.0 -75.0 75.0 76.0 75.0 75.0 75.0 76.0 76.0 75.0 78.0 75.0 X o 30.000 37.500 -75.0 -75,0 -75.0 -75.0 -75.0 1 30.000 37.600 -75.0 -75.0 -75.0 -75.0 -75.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 I O X X O 33.000 37.600 -75.0 -75.0 -75.0 -75.0 -75.0 1 33.000 37.500 -76.0 -75.0 -75.0 -74.7 -72.8 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.7 72.8 73.2 38.126 37.600 -75.0 -76.0 -75.0 -75.0 -75.0 1 38.125 37.500 -70.0 - 87.9 -85.7 -83.1 -60.4 76.0 76.0 75.0 76.0 75.0 70.0 87.9 65.7 83.1 , 60.4 -55.4 22.000 71.760 -75.0 -75.0 78.0 -75.0 -75.0 1 O X X0 I 2 22.000 71.750 75.0 -75.0 -75.0 -75.0 -75.0 76.0 75.0 75.0 76.0 76.0 76.0 76.0 75.0 76.0 75.0 28.000 71.750 -75.0 -76.0 -75.0 -76.0 -75.0 2 28.000 71.750 -76.0 -75.0 -75.0 -76.0 -75.0 76.0 76.0 75.0 75.0 75.0 75.0 76.0 75.0 76.0 . 76.0 N Xo 30.000 71.750 -75.0 -76.0 -75.0 -76.0 -78.0 2 30.000 71.750 -75.0 -75.0 -75.0 -76.0 -75.0 75.0 75.0 76.0 75.0 76.0 75.0 76.0 75.0 75.0 75.0 33.000 71.780 -78.0 -75.0 -78.0 -75.0 -78.0 2 33.000 71.750 -75.0 -75.0 -75.0 -74.7 -72.8 75.0 , 75.0 75.0 76.0 75.0 75.0 75.0 75.0 74.7 72.8 38.125 71.750 -75.0 -76.0 -75.0 -76.0 -76.0 2 38.126 71.750 -70.0 -67.9 -85.7 -63.1 -80.4 75.0 76,0 75.0 76.0 75.0 70.0 67.9 85.7 83.1 80.4 COMPARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 3/18" Heat Strengthened, .090 Inner Layer, 1/8" Annealed Qty. of Qty. of Slabs Sldelite Width Max. Door Widths Helahts Slabs 79.760 83.750 87.750 91.750 95.750 91.760 1 22.000 37.500 -76.0 -75.0 -72 -70.2 -58.8 78.0 75.0 72 70.2 68.8 75.0 1 28.000 37.600 -74.7 -73.2 -70 -68.5 .87.1 74.7 73.2 70 88.5 87.1 ,,, 30.000 37.500 1 30.000 37.500 -84.7 -83.2 -81 -69.0 -58.2 84.7 83.2 81. 69.0 68.2 33.000 37.500 I -75.0 -75.0 1 33.000 37.600 -55.4 -53.5 -51 -50.1 -48.9 55.4 53.5 51. 50.1 48.9 37.500 -75.0 -75.0 -76.0 -75.0 1 38.125 97.500 -48 - 47.5 -45 -43.4 -41.8 48.9 47.5 45A 43.4 41.8 -76.0 -75.0 -75.0 -75.0 I O X X O 2 22.000 71.760 -75.0 -76.0 -72.6 - 70.2 -68.8 76.0 76.0 72.5 70.2 68.8 -76.0 75.0 75.0 2 28.000 71.750 -74.7 -73.2 - 70.8 -88.5 -67.1 . 74.7 73.2 70.8 88.5 87.1 75.0 76.0 75.0 2 30.000 71.750 -84.7 -63.2 .81.0 -59.0 -58.2 84.7 83.2 61.0 59.0 58.2 76.0 76.0 76.0 2 33.000 71.750 -55.4 -53.8 -51.8 -60.1 -48.9 -75.0 65.4 63.5 51.8 50.1 48.9 75.0 75.0 2 36.126 71.760 -48.9 - 47.5 -46.4 -43.4 -41.8 48.9 47.5 45,4 43.4 41.8 COMPARATIVE ANALYSIS TABLE 4. - GLASS OPTION 4 3/16" Heat Strengthened, .090 Inner Layer, 3/16" Heat Strengthened Qty. of Sldeilte Max. Door Halrhts Slabs Width Widths 79.750 83.760 87,750 91.760 95.750 22.000 37.500 -75.0 -76.0 -75.0 -75.0 -75.0 75.0 76.0 75.0 75.0 75.0 28.000 37.500 -75.0 -76.0 -76.0 -75.0 -76.0 76.0 75.0 76.0 75.0 75.0 ,,, 30.000 37.500 -76.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 33.000 37.500 I -75.0 -75.0 r -75.0 -75.0 -75.0 76.0 75.0 75.0 75.0 75.0 38.125 37.500 -75.0 -75.0 -76.0 -75.0 -75.0 76.0 75.0 76.0 75.0 75.0 22.000 71.750 -75.0 -76.0 -75.0 -75.0 -75.0 76.0 76.0 75.0 75.0 75.0 28.000 71.760 I -75.0 -75.0 ' -75.0 -75.0 -76.0 75.0 75.0 75.0 75.0 75.0 N X0 30.000 71.760 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 76.0 75.0 75.0 75.0 33.000 71.750 -75.0 .75.0 -75.0 -75.0 -76.0 75.0 76.0 76.0 76.0 75.0 38.125 71.750 pp -75.0 -75.0 -75.0 -76.0 -76.0 75.0 75.0 76.0 75.0 75.0 II NOTES: 1. NEGATIVE DESIGN LOADS BASED ON ItsILD PRESSURE AND GLASS TABLES ASTM E 1300 -98. 2. POSTIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. GENERAL: D/0 - DAYLIGHT OPENING 0/0 HEIGHT = DOOR HEIGHT - 10.875" 0/0 WIDTH SIDELRE - SIDEUTE WIDTH - 2.750' 0/0 WIDTH PANEL = PANEL WIDTH - 12.500' Robert L Clerk, P.E. PE 939712 Structural 1070 TECHNOLOGY ORNE NOKOMIS. FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 Roved By. F,K. Revad Bs F.K. Tree: Date: 1/17/03 [at.: 9/ 9/02 RsNNorm D-1100 TABLES & ADO NOTE 3 Revkform C-NEW DESIGN TABLES ire` °S a ».ts MAO Pompom Ma 02 -C ?I7 b' ttvrasrsrr a 1 i 1 l. N !Y Reved 8y: Data: RMNens.. F.K. 8/20/01 8 -PER LETTER 8/17/01 Drown 8y Dote: D B. 7/12/99 Deeor/ptkm: DESIGN PRESSURE TABLES, OXXO & OX0 ALUMINUM FRENCH DOOR W/ SIDELITES Sertea/ModN: Scaly SAesb Ormr41p Ne. Rer. FD - 701 NTS 2 of 8 972 0 DOOR ODOR IF 3/18' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8" ANNEALED .437 GLAZING OPTION 1 .402 (3/8") LAMINATED .437 IF 3/18' HEAT STRENGTHENED _._ .090 INNER LAYER (SEE NOTE) 3/16' HEAT STRENGTHENED I' I z I i =� ,437 GLAZING OPTION 4 7/16" LAMINATED 3/16' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8" ANNEALED SIDELITES 3/18" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/18' HEAT STRENGTHENED SIDELITES REFERENCE TEST REPORT: FTL -2067 IF 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8" HEAT STRENGTHENED DOOR SIDELITES GLAZING OPTION 2 .402 (,'8) LAMINATED Robe E L Clark, P.E. Structural 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8" HEAT STRENGTHENED .437 DOOR —If 3/18' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/15' ANNEALED NOTE: INNER LAYER MAY BE DUPONT BUTACITE PVB OR SAFLEX /KEEPSAFE MAXIMUM. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, 11. 34274 R.v d ey: F.K. Rowe By: F.K. R.v.d By: F.K. barn Bi.. D.B. Oafs: 1/!7/03 9/9/02 Dots: 8/20/01 0. .: 7/1/99 GLAZING DETAILS SnNr/Y.deh FD -101 NTS ' 1111 .437 SIDELITES GLAZING OPTION 3 7/16" LAMINATED 0 —NO CHO THIS SKT ReWeenr. C — ADO 7/16 GLASS R.vbbnr 8 -PER LETTER 8/17/01 3 cr 3/18' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/18' ANNEALED tatim O•o.1.+q Na. TRH: ALUMINUM FRENCH DOOR W/ SIDELITES 9 72 Nor D EXTERIOR .. °7 OUTSWING EXTERIOR INTERIOR HORIZONTAL SECTION OXXO HORIZONTAL SECTION REFERENCE TEST REPORT: FTL -2067 OUTSW!NG 68.264 PANEL CANAL 71.750 25.000 DAYLIGHT OPENING MAX. 33 3/8 SING MAX. SEE SHEET 3 FOR ANCHORS ROUGH OPENING Robert L. Dark, P.E. PE 134712 Structural ham .830 VFCT7CA1 S£r.TION THRI 0009 SEE SHEET 3 FOR ANCHORS 96.000 4.000 4.000 OUTSW!NG 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 00X 1529 NOKOMIS, FL 3 Revel er F.K. Renee BY: F K. Datr. 1/17/03 Oat,: 3/ 9/02 Rend By: Dote: F.K. 3/20/01 Om.n SY: Dub: D.B. 7/12/99 b..eNptMn: SECTIONS 771 � 3,000 �1 C- O N0 H Ssfw/MOQN: Sooty: S...F SIDELITE EE SHEET 3 FOR ANCHORS ROUGH OP N/NC RoAtion.: D -NO CHG THIS SI4T RerbOa= C -NO CHG THIS SHT R .40mr PER LUIILR 8/17/01 3.100 � 3.ioo --4 blNda .250 Max. Shim TYP. 1.479 5.459 85 1/8 u uar. VERTICAL SECTION MIRO SIDELla$ .750 71117047 =TIMM BerAPV2wItb tie fla Evros ►NO:• 1 e z7 (aa N 1 ./3 ALUMINUM FRENCH DOOR W/ SIDELITES Drngnp N. Rev: FD -101 NTS 4 d 8 972 0 Robert L. Clark, P.E. PE 139712 Structural ThreaAold AL. 80• - 062 W • Pont Butocrte PVB or Saflex Keepeafe Maximum Inner Layer SEAM SEALER 6SM55W SCHN /AIOREHEAD SIDEL JAMB ADAPTER REINFORCEMENT 61641 ALUMAX 2 PeINT LOCK OPT10 .402 •minoted Du•ont = utocrte PVB or Saflex 61069 Du•ont : utocite FM or • lex 16 Lamina e 16 Annealed w 4UBL0 00 190 SM5504 AF -11641 R(PTIO VT. V DOR • MOOR © 000R HEAD�A . 6083- T5�Ir1.1�3� `j ©��.�� ►INMMni1cCL. r tailfG�:fft4ZI /iVra:7.1g Ejn)L I?Yj� 0 fag. 1 21.1EQIJTAL. 6053- 5 e . )♦ . r : r �;©) o IFM AL. 6063- T5g•I.1=�)♦f4IIf� .MO) ____ _Y1+ e 1:JlIr7XrLJ� r . ?�%�[7it•1/.7.'rrtir.7:1�tlF�I♦� NMI clr / • ITI li�i d.I4 ! I4p51JJ El0)Q)i •L�3Z1• QtE*4 �[S•SlTarl'iC J• it Yr.. • H i 3MIIVt.R.l7:7�ra�3O) �L• 1111:114W.Vt -a;4 CIMMIIIM IGSP FYrJIX�ptU)( �,� iFaI I D7 • PM' E u VV9. MINIX011 iL'1• • • � t /�lJfa�rt•7�1"•Ti]jh7f1•�IF /A� �F�IPT rixi�RMLA IIPM:1:t/��tA • 2.14 2,2104:ai:tragar.Fira:/3agarfln WI% 111111 Fibs`r.:J1 �(a::.l:r -1.Iti ire �i/ i3j P I7/ T• /411: XVIEP P1 :�Lft1'4�[:MIil,l•:.r.•tr.+l;� t MILf t f'd• 1 WERMI/ ,S2 • tL-1P4l� tl011 E IERkiL:l ?•1.710 r ha:'TLIII1444117rI>'F3r.LiMIEME •1) _ __ _ Q27F -' •..'i[p�• /h7. r: a. wzlJ WAIN EM7 i . t li<ll� f �v�•lL7•fr�irsltt RllLli7[FIII71C • r. e • •� • . m • , _ • f ie1F1 7[: ala iatIMIIQOSE EI1■1W.W.! iL4 tl� • QO)• tEft•R•I•lala �� iff e.7/ ;[:! 1:7C•IN.�EjU I Z -T•i � i IMAM • • 2. Bead 124111•[ i /1.7:ie7 uitla �! • [ •• I•[F/1• �F_L�ETIS/1 : 60 6 Q())_____ _ _ MTN 51DEUTE EADER • Q ©I IiZJE �c ��1.7 u,, :r. ■7?.7!�:71 �s it ©)L1�L•ZfF1• 0.4• Lominated �6t 1 e — tjF/l� tip t l ME11 i1r01� IL1�� ?= -'! SPENCER PROD C ` wspi Crtt R:17i� Q!' *r Gr11T1> l� /�r:Ya ial[ LIMIM -r. Qi1)I =It9I Pon 8utocite or So ex PVB NOTES; 1. OTWS IN BRACKETS ME FOR OX0 CONF7GURATIION 2. REFERENCE TEST REPORT FTL -2067 T IN S TRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 90% 1529 NOKOMIS, FL 34274 Raved By. F.K. Revd WI F.K. Raved 9/9/02 B 20 /01 Drow, O.B. eepso(e Dees: 1/17/03 72/99 SMM/4.cdet FD -101 Maximum Inner Lover Scaly NTS RMlbnr. D - NO CHG THIS SHT R•HNOnr. C -ADD 7/16L GLASS Revisions, 8 -PER LETTER 8/17/01 Description: BILL OF MATERIALS TRIs: ALUMINUM FRENCH DOOR W/ SIDELITES Sheet: 5 of 8 F57924- —1 PRODUCT 9IiNL■Rp Mopplag e4H tit IMMO NI - 0; ? 7• /3 LyYdee wM Gird .7M DrorNg No. 972 4.000 1:750 -- O 1 D00R PANEL HEAD & SILL 6063 -T5 ALUM. .050 O WEATHER STRIP CHANNEL 5 6063 -75 ALUM. O HINGE EXTRUSION 18 6063 -T5 ALUM. 4.100 O DOOR PANEL JAMB 6063 -75 ALUM. .125 1.500 -i .750 I — 11 TRUSS CLAMP 6063 -T5 ALUM. 4.1 1.750 .062 — O DOOR PANEL, 3 INTERIOR ASTRAGAL 6063 -T5 ALUM. 1.272 4.675 O 7 FRAME HEAD 6063 -75 ALUM. g/f obert 1. 'Clark, P.E. PE �39712 Structural 4.675 - 1.750 P.O. B0X 1529 NOKOMIS, FL 34274 4.100 DOOR PANEL, 4 EXTERIOR ASTRAGAL 6063 -T5 ALUM. 3.000 9 O OUTSWING THRESHOLD 6063 -T5 ALUM. 1tl.: 3.000 Pev.d 9 !" Pat.: Revisions: F.K. 1/17/03 0 -NO CHG THIS SHT x-•- 1.480 .050 r O 6 FRAME JAMB 6063 -T5 ALUM.• Rend By: Do 2.: Revision.. F.K. 9/9/02 C -NEW SHT Dram t1r Pat.: F.K. 9/9/02 O..n ptbbn: EXTRUSIONS PROFILES, DOORS mem wpm, >+* oz. e.. �2° tp r+ 2i 1070 OMS TECHNOLOGY ALUMINUM FRENCH DOOR W/ SIDELITES see./1(.d. Solar Shoot: Pro rim No. R.v: Fo -1o1 NTS 6 ar 8 I 972 0 4.586 SIDEUTE BOTTOM RAIL 37 6063 —T5 ALUM. .050 —1 .830 I 2.980 SIDEUTE JAMB ADAPTER 40 6063 —T5 ALUM. 5.459 RA J -L 1 .062 —11— 1.800 O SIDELITE HEADER 36 6063 -715 ALUM. — .075 Robert L Clark. P.E. PE /39712 Structural 1.479 x .062 1 —1.578 .8901 .050 O 35 SIDEUTE JAMB 6063 -75 ALUM. 3.000 Rend By Date: ReWebnr: F.X. 1/17/03 D —NO CHG THIS SHT Rend By. 0 a e: Fniebnr: F.K. 9/9/02 C — NEW SHT Dn., By. bate: F.K. 9/9/02 • C od e M d Fblde SajtomIr ANIftMIMPAV a 44NC14 DIM.* Oercdptlon: EXTRUSIONS PROFILES, SIDELITES 11W: 070 TECHNOLOGY 34 75 ALUMINUM FRENCH DOOR W/ SIDELITES P.O. 80K f529 NOKOMIS. FL 34274 SeNrr/Nodth Sae*: SMe1: Drelene No. Rrv: FD -101 NTS 7 of 8 972 D Ix WOOD BUCK (SEE NOTE 3) 1/4' TAPCON (WEE NOTE 1) TYP. HEAD TYP. JAMB 1/4' TAPCON EE NOTE 1)1 7M 1.500 MIN. TYP. SILL TYP. SILL .250 MAX. 2x WOOD BUCK (SEE NOTE 2) 2x WOOD BUCK (SEE NOTE 2) 1.500 MIN. 014 FLATHEAD TYP. HEAD TYP. JAMB / SIDELITE .250 - 1+— Ix WOOD BUCK MAX. (SEE NOTE 3) TYP. JAMB ~• /12 FLATHEAD JAMB SPACING (SEE NOTE 3 ON SHEET 7) REFERENCE TEST REPORT: FTL -2067 .250 MAX. Ix WOOD BUCK (SEE NOTE J 1.500 M IN. turs TYP. SIDELITE HEAD 1 4' TAPCON SEE NOTE 1) MW. TYP. SIDELITE SILL NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR /TW TAPCONS. 2. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION OF Ix WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. Roved 9y: Dote: F.K. 1/17/03 Roved By. Dot.: F.K. 9/9/02 Roved 9y. Date: F.K. 8/20/01 Re r1 L. Clark. P.E. P7 #39712 Structural 1.500 1111N. P.O. BOX 1529 NOKOMIS, FL 34274 1070 TECHNOLOGY DRIVE NOK0411S, FL 34275 1 4' TAPCON (SEE NOTE 1) r .250 Drown By. s• 0.8. 7/ 12/99 Ducdptlan.• ANCHORAGE 1.500 MW. 2x WOOD BUCK (SEE NOTE 2) TYP. SIDELITE SILL TYP. SIDELITE HEAD /14 PANHEAD ReNaMns: D —N0 CHG THIS SHT Rsvtelons: C — ADD NOTES RMNone: 8-PE 77 LEVER 8/17/01 2x W000 BUCK (SEE NOTE 2) /ROD Leas GA* .250 /14 FLATHEAD CMY1os uAX. TRW ALUMINUM FRENCH DOOR W/ SIDELITES 5.6.0/Abdo': Soule: Shoot: Orarinp Nn Rev. F0 -101 NTS 8 d 8 972 D BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Combo Window shutters, Inc. 7860 West 25 Avenue Hialeah, Florida 33016 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: "Combo" Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 03 -815, titled " Combo Accordion Shutter ", sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V. J. Knezevich, 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 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 ", 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 & renews NOA # 00- 0628.05 & consists of this page 1, evidence submitted page(s) & approval document mentioned above. The submitted documentation was reviewed by H NOA No 03- 0829.04 Expiration Date: 08/29/2008 Approval Date: 10/09/2003 Page 1 • • Combo Window shutters, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. See Association's generic approval under 02 -0799. D. QUALITY CONTROL 1. By Miami -Dade County Building Code Compliance Office. E, MATERIAL CERTIFICATION: 1. See Association's generic approval under 02 -0799. F. OTHERS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated August 27, 2003, certifying this product to meet the criteria of product tested and approved, and allowing Combo Window Shutters, Inc. to use the test results approved under Miami -Dade County Approval No. 02 -0799, signed by Mr. Frank Cornelius. 2. Letter by Knezevich & Associates, Inc., dated August 27, 2003, certifying that the drawing (No. 03 -815) prepared for Combo Window Shutters, Inc. signed and sealed by Mr. V. J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No. 02 -458). E -2 qf X % Helmy A. Makar, P. E. Product Control Examiner NOA No 03- 0829.04 Expiration Date: 08/29/2008 Approval Date: 10/09/2003 Combo Window shutters, Inc. B. TESTS 1. See Association 's generic approval under 99 -0036. C. CALCULATIONS 1. See Association 's generic approval under 99 -0036. D. MATERIAL CERTIFICATIONS 1. See Association 's generic approval under 99 -0036. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 00- 0628.05 A. DRAWINGS 1. Drawing No. 00 -857 prepared by Knezevich & Associates, Inc., titled "D.A.S. Impact Accordion Shutter", dated July 23, 1996, revision #6 dated June 10, 1999, sheets 1 through 6 of 6, signed and sealed by V. J. Knezevich, P.E. E. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated June 14, 2000, certifying this product to meet the criteria of product tested and approved, and allowing Diversified Aluminum Service, Inc. to use the test results approved under Dade County Approval No. 99 -0036, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Diversified Aluminum Service, Inc. dated June 19, 2000, signed by Mr. Nick Tarantino. 3. Letter by Knezevich & Associates, Inc., dated June 14, 2000, certifying that the drawing (No. 00 -857) prepared for Diversified Aluminum Service, Inc., signed and sealed by Mr. V. J. Knezevich, P.E., is engineering wise identical to Hi -Tech 's generic drawing (No. 96 -168). 4. Acceptance Letter issued to Mr. Nick Tarantino on August 15, 2000, and returned signed by Mr. Nick Tarantino on August 16, 2000, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS: 1. Drawing No. 03 -815, titled " Combo Accordion Shutter ", sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V. J. Knezevich, P.E. B. TESTS: 1. See Association 's generic approval under 02 -0799. E -1 Helmy A. Makar, P. E. Product Control Examiner NOA No 03- 0829.04 Expiration Date: 08/29/2008 Approval Date: 10/09/2003 o co O N 0 0 U a O I 0 0 z u1 m n 0 L E 0 0 .c r Q i c 0 0 t2 = 076 HEADER -CLG. O 1 MOUNTED SCALE: HALF SIZE 048'- 1 840" ,-,-, j-53 ;' ';o co t2 N-t : �° N S • F-V-1 600._t 041 m'. �� mil } I A t 1 2 420" 966" 875" 483" t2-' • 42 , 1.193 1 6J t1 ti = .055" t2 = .076" t3 = 097" Q HEADER -WALL MOUNTED SCALE: HALF SIZE 4 478" 6 @ ADAPTER SLAT 2 - ADAPTER SCALE• HALF SIZE - 1 0 In I \ 5° .`052" N j \ / 4 4.078' 4.534" O TYP. SLATS SCALE HALF SIZE o • 0! t 3. •••4 2 inlN r ' I m! P O I : 1 ' I 1 1 `o rl 0 6 '. GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE, 2001. 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS. NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOvERMNG WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF KC =0.85 SHALL BE USED L. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. S. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. - -. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: - .125" ti= .055" t2 = .076" = 124•' m ; N A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED. DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI - DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 107" ,2" 3.840" MAX. 1.840" .875" .326" @:: ANG SCALE: HALF SIZE 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS. COMBO WINDOW SHUTTERS. INC. HIALEAH. FLORIDA MIAMI -DADE COUNTY PRODUCT APPROVED 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE 2.373" WITHIN 18" OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE 1 440" HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063-16 ALUMINUM ALLOY. U.O.N. �I J I I I 12. ALL SCREWS AND BOLTS TO BE 202L_T4 ALUMINUM ALLOY, STAINLESS STEEL, VI ? J OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS TO BE 3/16•'0. 5052 ALUM. ALLOY, U.O.N. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 11.. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 15. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.5. PATENT AND TRADEMARK OFFICE, PATENT No. 5,755,270 - • 483.. 9p• j i Lo t 2', .cr- 2) - t 3 1 , -4 2 N m 2.775" i ; 2.586 - 8L" I I 91.522 6 1.1 1 n93' , r 4 11 1.84 0" () BUILD -OUT WALL HEADER 2d SCALE: HALF SIZE of 15 I D 265 " O.D. I 60 i7--° :II OI 060' }I in rnl -7j !r(a60 ) '1 i e80?0 I N 250" o. m .949•' j I I 1.391 j I 1.891" O CENTER MATE 1 SCALE HALF SIZE MIN. -S` MAX .j X 500" (OPTIMAL) 151° 1.350" ® LOCKING CUP SCALE• HALF SIZE r co ' • OI Ln.I 1 t1 (TYP. 2) .620" • 472" I.D. i i- .612' 0.D i/ : I.i 2.420" • • 545" . ,600•:620; . )-65 "600" 620- rtli t1 ' ' Ln ' (� 1 0 I - o r o, t2 �� .'t2 � J I • 055' I(TYR.) J " , 7 t 1 = .055" t = .076 t+= 097' O SILL -WALL MOUNTED 3 SCALE: HALF SIZE N ■I 2.984" 2.795" o • 165" I.D. 285" O.D i 060'5 1.039 O CENTER MATE 2 SCALE: HALF SIZE .060" :345 " , 1685" m 0 rn, STAINLESS STEEL , 375•' ASSEMBLY - 1,..375",.15"' , .3200 HOLE , , NYLON WHEE ` 1 RIVETED IN I 1.058 ��P PLACE { y 1 1.100" )- 251" TYP. AT EVERY OTHER INSIDE 10INT AT TOP. O ROLLER ASSEMBLY 12 SCALE. HALF SIZE MI co N ;620" N ml mt.- ;60'01 ��- .211"-, II t2 1 t2 +1 ! � n 1 4 2 .1483; .875_' 1,840" 1t1= .055" t2 = .076' j • i 'i MAX. . 1300' .. TOP B OTTOM MA X. CARRIER j ;211" of m BUSHINGS 711"; () ADJ. SILL -TOP SCALE: HALF SIZE O 0 0• SCALE: FULL SIZE .410.550" ,080" X150" .485" 0•. r' • N I N .I m. o; 248 N� I1 IV i .060'" �+ 60 - 1 0115" L �o ' ■ I 1 nJi 11, _4-.230" AX 3.245" ' -.31S" R .1.533•" y (Z)ADJ. SILL -BOT. ALTERNATIVE 5 SCALE: HALF SIZE 5d AD1E 3.049" 0 •' I :630 o / ° .080" 250' .949•' j 1.391" 1.891" L O .o O 1'y .250" .500" , 060" %4-060" o! 0• WI in N O1 Ln CENTER MATE 1 (W/ LOCKING ROD) 9d SCALE HALF SIZE .956" I ; 517•' 1 I 0 m l . 1 1 1 - NG) t.960 mom ._76 76'• I 1.400" ©INSERT SCALE. HALF SIZE .375" R t = .200" WALKOVER SILL LOCKING ARM ALIGNMENT INSIDE HANDLE () @ BIJSHING FLOOR MOUNTED (NYLON) ®SHIM (NYLON) SCALE: HALF SLZE SCALE: HALF SIZE SCALE: HALF SIZE 1 533 - .055" 641" 1 3.283" 1.250" , .136• 1 .510•" I.D. 630•• 0.D ; 0 .165" I.D. t l .285" 0.D7.. jr--- . 060" 1.039•" O I p i 4 i • - 1.42 .9 42" I 1 1.659•" j 2 101" 095 - '097 315 () CENTER MATE 2 10 SCALE HALF SIZE 7 812" 88•', 1.115•" By Miami Doti Thrii i01) o .o 0 1 050•' ITYP.)- 1.250' C190 END SLAT SCALE: HALF SIZE 3.465" 3.267" 60" 545" 1/8• THICK STAINLESS STEEL ® LOCKING ARM SCALE: HALF SIZE () FLAT END SLAT 7 SCALE: HALF SIZE .060" (WI LOCKING ROD) -:322" ;2140 1 322'1 1214'' 1.250" , 9 85 " !! 1 1 .050• - PRc,1 Uc'S REVISED as camP!Yir.0 with the Florida Beidirg Cod= A.rept. :ince tit, 03 - O £api7.^{iun Ditte O Co :t:0) O 8 C' l : ✓, l Lt V Z , m 0 f . Z • Z 0I _ Z I I . , " a 0 5 W V 1 < 0 V °C V1 VI es < V V W J N W Z Y L) W I to k . rn N =- 2 0 VJ. KNEZEVICH PROFESS 3MALRNOINEER R. License NO: PL • 10983 t. VG 003 a 10/17/2002) c . rd rorn Dr AS ol NOTED Il MCR oesign by )tcneck•e Dr1 vjx vnc Or•vin9 no. 03-84 5 L sheet 1 of '7 /BOTTOM TRACK - FASTENER a, 24" O.C. (SEE ANCHO SCHEDULE I FOR ANY ACCEPTABLE ANCHOR). PLAN VIEW VARIES - NO LIMIT SECTION TYPICAL ELEVATION N.T.S. ' 4 I 9r/ SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK.MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER LOPTIONAL DRILL 5/6 "0 HOLE FROM BOTTOM OF EXTRUSION BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.( TOP TRACK - / 1 -LOCKING MECHANISM CAN BE @a 18" ABOVE OR BELOW! CENTER (SEE GENERAL NOTE 10) --MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. '- INSIDE CLOSURE f S HIM ANDL W/ ■ TYPICAL PLAN VIEW SCALE: 3" =1 S EE FASTENER SCHEDULE X -1 / MIN. � ' I , 1 -1/2" MAX. 1 1" x 1" x 1/8" ALUM. ANGLE W/ 3/16 "cb POP RIVETS (la 6" O.C. -JOINT BETWEEN REMOVABLE AND FIXED SILL PLAN VIEW REMOVABLE FLOOR TRACK DETAIL SCALE• " =1' -0" -.50"0 J USED WTri PIECESi9a LOCKING PIN SCALE. 1 -1/2" = FASTENER @ 24" D C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) rTh 'ZSSEFlBLY — OPTIONAL ACCESS HOLE EXISTING STRUCTURE 'SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION S SINGLE ARM LOCK N T.S. - SINGLE APM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE CF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2-1/4", SINGLE ARM LOCK N.T.S. 2" MIN. - @a 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 8 l (TYP.) I 14. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" = SEE FASTENER SCHEDULE, y / � 1 � 1 MIN -1/2" MAX. T ' 1 i PLAN VIEW (DOES NO7 REPLACE SINGLE ARM LOCI) OPTIONAL CLOSER HANDLE N T.S -NYLON HANDLE NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.7.S r MIN SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER INSIDE. BLADE OR FROM HANDLE WHEN MOUNTED \ 1 T - INSIDE W/ SHI HANDLE I I JOINT BETWEEN REMOVABLE AND FIXED SILL OPTIONAL PLAN VIEW SCALE: 3" = OOa SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE • 3 "= 1'- 0" — CARRIER B,.'SI' 128 12 7/16" C.0 xC.63 LONG NYLON ' TOP BUSHING 12a & SSEMBLY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE SPACING FOR MAX. / EXISTING ^ STRUCTURE SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING #10 x 2" SMS. MANUFACTURED FROM #410HT OR 16 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) -, 3/8" O.D. x 0.90" LONG NYLON BOTTOM BUSHING 1 #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL WI XYLAN 5200 FLUOROCARBON COATING & 460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE HALF SIZE FASTENER c 24" O.C. (SEE ANCHOR SCHEDULE 2" MIN. FOR ANY ACCEPTABLE —, ANCHOR) EXISTING , GLASS (TYP.) 6 -1/2" Miami Ded Division PRODUCT REVISED 9S complying with the £)Ober.'.• Buiding Cede Acceptsncc No 0 _ - 0 ?- Expilatior. Liste tilt CoIitrGi • tv u Uz P om z O Z = ; m O - N R - EL u o . 5 P. V 1V I F ba - v LL• • - IL'," I - ° w o I N I W z • Q r, , ` - Z ^ e: U N 5 > > I_ w,n . Z ce i l7 Z! El•- .- I^ W� � 3 914 O;ct loo t t 0(3 w) V Morn a or NN - O001_, r U) C NO lrb 0 0 w � m ..I w Q~• I h. EER 0983 0, col IJ, data 10/17/2002) (scale ora,+n.by 1 •5 NOTED MGR Ibesign by 1fcnec -ec by VJK ( V1Kj 03 -815 sheet 2 of 7 08/27/2003 09: 20: 58om 08/27/03 09:18 ►S t � ALT LOCKING LOCATION MORRO MECHANISM -_ , OF AT 1 SIDE I (SEE SE( `_ 1/2 SPAN i /BOTTOM TRACK - FASTENER a, 24" O.C. (SEE ANCHO SCHEDULE I FOR ANY ACCEPTABLE ANCHOR). PLAN VIEW VARIES - NO LIMIT SECTION TYPICAL ELEVATION N.T.S. ' 4 I 9r/ SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK.MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER LOPTIONAL DRILL 5/6 "0 HOLE FROM BOTTOM OF EXTRUSION BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.( TOP TRACK - / 1 -LOCKING MECHANISM CAN BE @a 18" ABOVE OR BELOW! CENTER (SEE GENERAL NOTE 10) --MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. '- INSIDE CLOSURE f S HIM ANDL W/ ■ TYPICAL PLAN VIEW SCALE: 3" =1 S EE FASTENER SCHEDULE X -1 / MIN. � ' I , 1 -1/2" MAX. 1 1" x 1" x 1/8" ALUM. ANGLE W/ 3/16 "cb POP RIVETS (la 6" O.C. -JOINT BETWEEN REMOVABLE AND FIXED SILL PLAN VIEW REMOVABLE FLOOR TRACK DETAIL SCALE• " =1' -0" -.50"0 J USED WTri PIECESi9a LOCKING PIN SCALE. 1 -1/2" = FASTENER @ 24" D C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) rTh 'ZSSEFlBLY — OPTIONAL ACCESS HOLE EXISTING STRUCTURE 'SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION S SINGLE ARM LOCK N T.S. - SINGLE APM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE CF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2-1/4", SINGLE ARM LOCK N.T.S. 2" MIN. - @a 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 8 l (TYP.) I 14. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" = SEE FASTENER SCHEDULE, y / � 1 � 1 MIN -1/2" MAX. T ' 1 i PLAN VIEW (DOES NO7 REPLACE SINGLE ARM LOCI) OPTIONAL CLOSER HANDLE N T.S -NYLON HANDLE NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.7.S r MIN SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER INSIDE. BLADE OR FROM HANDLE WHEN MOUNTED \ 1 T - INSIDE W/ SHI HANDLE I I JOINT BETWEEN REMOVABLE AND FIXED SILL OPTIONAL PLAN VIEW SCALE: 3" = OOa SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE • 3 "= 1'- 0" — CARRIER B,.'SI' 128 12 7/16" C.0 xC.63 LONG NYLON ' TOP BUSHING 12a & SSEMBLY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE SPACING FOR MAX. / EXISTING ^ STRUCTURE SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING #10 x 2" SMS. MANUFACTURED FROM #410HT OR 16 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) -, 3/8" O.D. x 0.90" LONG NYLON BOTTOM BUSHING 1 #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL WI XYLAN 5200 FLUOROCARBON COATING & 460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE HALF SIZE FASTENER c 24" O.C. (SEE ANCHOR SCHEDULE 2" MIN. FOR ANY ACCEPTABLE —, ANCHOR) EXISTING , GLASS (TYP.) 6 -1/2" Miami Ded Division PRODUCT REVISED 9S complying with the £)Ober.'.• Buiding Cede Acceptsncc No 0 _ - 0 ?- Expilatior. Liste tilt CoIitrGi • tv u Uz P om z O Z = ; m O - N R - EL u o . 5 P. V 1V I F ba - v LL• • - IL'," I - ° w o I N I W z • Q r, , ` - Z ^ e: U N 5 > > I_ w,n . Z ce i l7 Z! El•- .- I^ W� � 3 914 O;ct loo t t 0(3 w) V Morn a or NN - O001_, r U) C NO lrb 0 0 w � m ..I w Q~• I h. EER 0983 0, col IJ, data 10/17/2002) (scale ora,+n.by 1 •5 NOTED MGR Ibesign by 1fcnec -ec by VJK ( V1Kj 03 -815 sheet 2 of 7 08/27/2003 09: 20: 58om 08/27/03 09:18 ►S ou[O MORRO -_ , /BOTTOM TRACK - FASTENER a, 24" O.C. (SEE ANCHO SCHEDULE I FOR ANY ACCEPTABLE ANCHOR). PLAN VIEW VARIES - NO LIMIT SECTION TYPICAL ELEVATION N.T.S. ' 4 I 9r/ SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK.MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER LOPTIONAL DRILL 5/6 "0 HOLE FROM BOTTOM OF EXTRUSION BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.( TOP TRACK - / 1 -LOCKING MECHANISM CAN BE @a 18" ABOVE OR BELOW! CENTER (SEE GENERAL NOTE 10) --MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. '- INSIDE CLOSURE f S HIM ANDL W/ ■ TYPICAL PLAN VIEW SCALE: 3" =1 S EE FASTENER SCHEDULE X -1 / MIN. � ' I , 1 -1/2" MAX. 1 1" x 1" x 1/8" ALUM. ANGLE W/ 3/16 "cb POP RIVETS (la 6" O.C. -JOINT BETWEEN REMOVABLE AND FIXED SILL PLAN VIEW REMOVABLE FLOOR TRACK DETAIL SCALE• " =1' -0" -.50"0 J USED WTri PIECESi9a LOCKING PIN SCALE. 1 -1/2" = FASTENER @ 24" D C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) rTh 'ZSSEFlBLY — OPTIONAL ACCESS HOLE EXISTING STRUCTURE 'SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION S SINGLE ARM LOCK N T.S. - SINGLE APM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE CF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2-1/4", SINGLE ARM LOCK N.T.S. 2" MIN. - @a 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 8 l (TYP.) I 14. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" = SEE FASTENER SCHEDULE, y / � 1 � 1 MIN -1/2" MAX. T ' 1 i PLAN VIEW (DOES NO7 REPLACE SINGLE ARM LOCI) OPTIONAL CLOSER HANDLE N T.S -NYLON HANDLE NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.7.S r MIN SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER INSIDE. BLADE OR FROM HANDLE WHEN MOUNTED \ 1 T - INSIDE W/ SHI HANDLE I I JOINT BETWEEN REMOVABLE AND FIXED SILL OPTIONAL PLAN VIEW SCALE: 3" = OOa SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE • 3 "= 1'- 0" — CARRIER B,.'SI' 128 12 7/16" C.0 xC.63 LONG NYLON ' TOP BUSHING 12a & SSEMBLY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE SPACING FOR MAX. / EXISTING ^ STRUCTURE SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING #10 x 2" SMS. MANUFACTURED FROM #410HT OR 16 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) -, 3/8" O.D. x 0.90" LONG NYLON BOTTOM BUSHING 1 #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL WI XYLAN 5200 FLUOROCARBON COATING & 460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE HALF SIZE FASTENER c 24" O.C. (SEE ANCHOR SCHEDULE 2" MIN. FOR ANY ACCEPTABLE —, ANCHOR) EXISTING , GLASS (TYP.) 6 -1/2" Miami Ded Division PRODUCT REVISED 9S complying with the £)Ober.'.• Buiding Cede Acceptsncc No 0 _ - 0 ?- Expilatior. Liste tilt CoIitrGi • tv u Uz P om z O Z = ; m O - N R - EL u o . 5 P. V 1V I F ba - v LL• • - IL'," I - ° w o I N I W z • Q r, , ` - Z ^ e: U N 5 > > I_ w,n . Z ce i l7 Z! El•- .- I^ W� � 3 914 O;ct loo t t 0(3 w) V Morn a or NN - O001_, r U) C NO lrb 0 0 w � m ..I w Q~• I h. EER 0983 0, col IJ, data 10/17/2002) (scale ora,+n.by 1 •5 NOTED MGR Ibesign by 1fcnec -ec by VJK ( V1Kj 03 -815 sheet 2 of 7 08/27/2003 09: 20: 58om 08/27/03 09:18 0 U L 0 1 c tr m c 0 0 U 'C i c 0 0 0 rr. C 0 U 0 C C c L d fry .O w O SEE TABLE 2 OR DOOR U V- L wP 1/ OR DOOR EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP - C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ROLLER ASSEMBLY lcZ 2 ";- TYP. EVERY OTHER PIN 1/2" 5/8" MAX. 9- 3/16" MAX 1/4" MAX:- 1/4" MAX. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING tz Z, <" <■aw aitnm Vl a o ~ HI Jw a � = . • <I v X Z < Lo w E L SEE TABLE 2 OR DOOR 3/16"0 POP RIVET OR 4412 TEK SCREW r (al 6" O.C. (TYP.) ASSEMBLY 1" x 1" x 1/8" ALUM. ANGLE W/ 3/16"'0 POP RIVETS (a 6" O.0 C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OWALL MOUNT SECTION SCALE. 3" = 1' -0" EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. / - C3 CONNECTION TYPE REFERENCE ANCHOR / SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING ^ - 1/4 -20 MA CONT% CONT/ & BOTTOM) 1/2" 2 ,. • r- 1/2"I CONT] LTWO 1/4 -20 MACHINE BOLTS W/ NUT OR *414 TEK SCREW (nl 12" O.C. (TYP., TOP & BOTTOM) SEE TABLE 2 ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). r CONNECTION TYPE / REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPA NG 11/2" ' 11 CONT. •e? EMBED. 5/8" MAX. CONT. "-(11) CONT. 15/8" „-ROLLER ASSEMBLY TYP. EVERY OTHER P 1/2 ",�. V 11/2 NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. � BUILD-OUT MOUNT SECTION SCALE: 3" = 1' -0" 1/4" MAX- O EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE SEE ANCHOR SCHEDULE, TYP - EQ. Q. ww F w I— N IZ V) < • X a tn z 1/4" MAX:- -3/16 0 POP RIVET @a 6" O.C. (TYP.) L_1/4" MAX. EDGE DIST, FDC;F DIST. 5/8" MAX ®CEIL ING /INSIDE MOUNT SECTION SCALE 3 = 1 -0" CHINE BOLT W/ O.C. (TYP., TOP Q w a l n a 3 ~. Ow JJ JD <0 X I < f OR D OR EXISTING CONCRETE, MASONRY, OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP ' EMB C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE SEE / ANCHOR SCHEDULE, TYP EXISTING WOOD TRUSS OR RAFTER C1 CONNECTION TYPE @ 24" MAX. O.C. / REFERENCE ANCHOR EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH / SPACING MATERIAL ,-((2 TOP & BOTTOM 11/2" / 2" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. -1/4" I MAX. Z w a a 1— ILL/w 1— Vs 3 F^ • =,ZOW V) X a 1/4" ® BUILD -OUT MOUNT SECTION F SCALE: 3" = 1' -0" EDGE , DIST i OR DOOR MAX.-, 2 Z a W N X z 1/4" MAX.] w, O '- SEE TABLE 2 r - : 1 CONT - FOR LARGER SPANS USE TWO 2' x 5"' AL ANGLES (SEE SCHEDULE "TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR -Cl CONNECTION TYPE SCHEDULE FOR MAX. /' REFERENCE ANCHOR SPACING BUT DO NOT SCHEDULE FOR MAX. EXCEED 8 -1/2•" SPACING SPACING - i/4 -20 MACHINE BOLT W/ UT 12" O.C. (TYP., TOP BO TOM) w • O -1/4 " o MAX. -T z ZI< <; aw a!V)J V)i wIo F- I JU•I F I <J =I o V)I XIELj <!w° • 3 -3/4" MAX. ' 1 V!' - • w 0 A T. ANGLE L G DIRECTION YP.) "TOP • BOTTOM C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) /8" MAX. 1 0 BUILD-OUT MOUNT SECTION SCALE 3 V-0 11 2, 3" 11 2," I � a- 1/2'� -1/2' #14 SMS (al 24" O.C. MAX. - IN BETWEEN TRUSSES SEE TABLE 2 EMBED. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. J Z V1 -1/4 MAX. Z Z <r < aw a L -' cc w 3a O� w J ~ JW D aJ N <I w v) w Vt -ti 1/4" X z EQ.JEQ.I WOOD SOFFIT/ ® FLOOR MOUNT SECTION SCALE: 3" = 1' -0" L O R DOOR! 16 ® BUILD_OUT MOUNT SECTION SCALE: 3" = 1' -0 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/6 "0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD (Gl EACH RAFTER OF TRUSS. 24" O.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS 1/4" MAX. MAX. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE SEE ANCHOR SCHEDULE, TYP 3 /--2" x 2 TOP & BOT TOM B E TOM TYP 5/8" MAX. 1/2" 1/4" MAXMAX- t��tl�ta 3/16" 1/4" MAX.- PRODUCT REVISED as complying with the Florida Bulgier Code Acceptance No 3- 0 Expiration Date 0 By Miami Ds roduct Control i)ivision Z z <— < aw a i m ` �3a CC O � w • Jw • < = X E V) a w X L) < w in F n C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8-1/2" SPACING V z 2 N < I— W 1— 0 p Qpl 0 5 V g p W Y z h ots 2 W 0 NJ; E w"' z Z z! c 0 O eV T 0 I m DI 3 NIc 2Z! 0 cc ' E o ®° 0 `� U I •I o ?:z; W X r0 W ~ O c l¢ lJ °I 0 CC = O 03 n, p o w o W Z e w = J to o E Lid z Y 010 zOcnr >r)ID < tpN - -N in c No 0LL00 > -I .. 4l-) O 2 a ~ � NI VJ. KNEZEVICH PROFESSIONAL ENGINEER Fl License Nor ' "b RCS e a � e , 03 -815 acre 10/17/2002 sc ale AS NOTED Crawn'Dy MCR Ces,gn by Icneckeo by) VJK I VJK Crowing no. sheet 3 of 7 ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2 " x 5 ., Tw = .125" 8' -0" 8' -1" Tf = 125" 10 7' -6" 2 5' -0" 14' -0" Tw = 072 8' -0" 11' -6" Tf = .224 10' -0" 10' -4" 2 5' -0" 15' -5" Tw = .072" 8' -0" 12' -5" if = 224 10' -0" 11' -2" 0 O N co n 0 0 EXISTING STRUCTURE— TWO 3/5 "0 POWERS CALK -IN @ 3 -3/4" 0 C W/ 1 -1/4 MIN EMBED IN 3 KSI CONC WITH 4 -1/2" MIN EDGE DIST OR FOUR r', 1/4"0 ELCO CRETE -FLEX NI p 3" D C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE GLASS O. DOOR GLASS OR DOOR TWO 3/8"0 POWERS CALK -IN pa 3 -3/4" O.C. W/ 1 -1/4 MIN EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4"0 ELCO CRETE -FLE (T 3" O.C. W/ 1 -3/4" EMBEDMENT & 2-1/2" EDGE DIST. IN EACH ANGLE EXISTING / 5/8" STRUCTURE- MAX -+—+ 5/8" MAX. - " x3 "x1/6" j 6063 -T6 ALUM. ANGLE - DETAILS V1 & (�2. 71-1/4" ;— THREE- 1 /4 "as THRU BOLTS SEE TABLE 2 / 1" MIN. U (MAX. DESIGN LOAD 1 72 PSF) OTOP SUPPORT BEAM DETAIL SCALE: 3" = 1*-0" NOTE: 1. USE BEAM,SCHEpULE FOR DET AIL SV' AND J . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM Q SUPPORT TO CL OF SUPPORT. z 3/16 "0 POP RIVET OR #12 TEK SCREW EM:. -- @ 6" O.C. AS EMBL & LS) OR 8 nm L Tw II 1" M IN. ACCESS HOLE —2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD *72 PSF) O BOTTOM SUPPORT BEAM DETAIL SCALE• 3" 1' -0" -A BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT (E 12" O.C. USE THRU BOLT OR ACCESS BOLE AS SHOWN IN DETAIL r 1/4" MAX. < J Co In Ow � 1iJ O 3 Lai m 1- Z < Occ=X N <FH<< � X WOOcrN if; O LL 1.50" 3.00" 0 1 3/16 "0 POP RIVET OR 1412 TEK SCREW @ 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT @ 12" O.C. PROVIDE 1"0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU BOLT AS SHOWN IN DETAIL (H) 1.50" 3.00" I ANGLE DETAIL USING CALK -IN ANCHOR SCALE t 3 "= 1'- 0" DRILL 5/16 "O HOLE too" 0 0I OR DOOR �— DRILL 7/16 "0 HOLE ,— DRILL 5/16 "0 HOLE 113 2.50" SCALE • 3 "= 1'- 0" EMBED. 0 0 . c-fl AND i STUCCO FINISH — 5/8" MAX. r L PLYWOOD AND STUCCO FINISH — 3.00" 3.00" 3.00" 1.00" 5 /8" MAX.+ ANGLE DETAIL USING CRETE -FLEX ANCHOR V2 SEE TABLE 2 3 75" 1.88" 1 1.88" 6.00" 3.00" 3.00" 11.00" r 1 1/2" \ , 2.50" 0 oI 0 GLASS OR DOOR O WALL MOUNT SECTION - USING 2" x 6" P.T. WOOD PLATE SCALE 3' = 1 -C" O WALL MOUNT SECTION - USING ALUM. TUBE SCALE. 3" = 1' -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EC. Ea. L SEE TABLE 2 OR DOOR 3/16 "0 POP RIVET OR #12 TEK SCREW @ 6" O.C. (TYP.) & ASSEMBLY C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE SPACING FOR MAX } 1 -1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SP SCHEDULE ACING FOR MAX. FOR WOOD PLATE USE 1/4"0 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE @ 12" O.C. \ —TWO 1/4 "O S.S. LAG SCREW p 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD = 72 PSF) ?i -1/4-20 S.S. MACHINE SCREW & NUT (al 12" O.C. PROVIDE 1 ACCESS HOLE [nl BACK SIDE FOR FASTENING TWO 1/4"0 S.S. LAG SCREW @ 24" O.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS — 1"x3 "x1 /8 "OR 1" x 4" x 1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD = 72 PSF) 7 W, 1 r,m I I 11 Ln Z X < <la 1/4" MAX. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/16' 0 POP RIVET @ 6" O.C. (TYP.) L1/ 4- MAX. ® CEILINGIINSIDE MOUNT SECTION SCALE: 3" PRODUCT REVISED as complying with the Fiorillo Bolding Code Acceptance No 0 Expiaation Dateo B1 Miami Dad Division act Contra, a _ 3 c j— o • I VI ` a Y o — [Cate 8 lJ z m Z � � m W W N 0 U.! ¢ t o <o 0 5 L) 0 VI N o m vl — m ;§ — Q w! 'ba � , = 0 0 � N 0= J W 2 = + m 1S2 0 ,Z 3 I- 0 I WID lamm E1) > ORO , < Q 0r N I- NN N¢m0) NO F �� 0 Wi O�WQ D Nx VJ. KNEZEVICH PROFESSIONAL ENG R license ka: ' scale AS NOTED lobster, by I Checked by VJK VJK 03 -815 c E 0%l 0 m N cv N O N 0 O O I O # q 0 to I- J 10/17 /2002 I Cr avn HC O drawn; no. cf '7 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS EXCEPT ©00 (FT - IN) TYPE B DETAIL 0 OR DETAIL © W/ SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE D DETAIL OE 9- 3/16" MAX. B.0 (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13 - 1 11 - 0 13 - 1 11 - 2 40.0 12 - 11 10 - 8 12 - 5 10 - 11 48.0 12 -4 9 -9 10 -4 10 -0 52.0 12 - 1 9- 4 9 7 9- 7 56.0 11 - 11 9 -0 9 -0 9 -3 61.5 11 - 7 8 7 8- 7 8- 10 63.3 11 -6 8 -6 8 - 6 8 -8 66.8 10- 11 8 -3 8 -3 8-5 67.5 10 -9 8 -3 8 -3 8 -5 71.2 10 - 3 8- 0 8 0 8- 2 75.0 9 -8 7 -8 7 -8 8 -0 81.4 8 11 7- 0 7- 0 7- 4 86.8 8 - 5 6 7 6 7 6 10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7- 3 5- 9 5- 9 6- 0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6- 1 4 -9 4 -9 5 -0 130.0 5- 7 4- 5 4- 5 4- 7 140.0 5- 2 4- 1 4- 1 4- 3 150.0 4•- 10 3- 10 3 10 4 -0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4- 3 3- 4 3- 4 3- 6 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE ACTUAL MINIMUM SEPARATION FROM GLASS FOR MINIMUM SEPARATION FROM GLASS FOR DESIGN LOAD (W) (PSF) SPAN (FT - IN) INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (INCHES) INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5 - 0 2 -7/8 1 - 1/2 7 - 0 2 - 7/8 1 - 5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/6 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 -7/8 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 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7 /8 1 -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 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 100.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2-7/8 2 9 - 0 3 2 -3/4 10 - 3 3 3 3 #10 TEK SCREWS OR 3- 3/16••0 ALUM. POP RIVETS (TYP.) 2 "x2" x1/8•• ALUM. TUBE 6063 -T6 ALLOY -- MIN, FASTENER (a> 24" O.C. / ANCHOR SCHEDU E) 1:1041 aim®. ®ALT. CLOSURE DETAIL SCALE: 3" c- " MIN, FASTENER (ah 24" O.C. (USE CHOR SCHEDU E) Aa SALTS ALT. CLOSURE DETAIL . 3" 1" x 2" x 1/8" ALUM. ANGLE NOTE: • EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ® CORNER CLOSURE DETAIL ( - CORNER 3" = 2 " " ALUM. ANGLE CONT. #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET ED 18" O.C. 1" x 1" x .055" ; 1" x 2" x .055 2" x 3" x .055" • 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET (,a 18" O.C. 1" x 1" x .055" ; 1" x 2" x .055 "; 2" x 3" x .055" : 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE T A B L E #10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET (al 24" O.C. (TYP.) TWO 1/4 "0 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS (B 24" O.C. %*:** EXISTING STRUCTURE HALF OFU USE MALE OR FEMALE AS REQUIRED ® ALT. CORNER CLOSURE DETAIL SCALE: 3" = 1' -0" NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD DR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062 " THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) 1 -1/4" X Q F J J W Q J Xci QW WV) W . :n fi0•• ® ALTERNATE FLOOR MOUNT DETAIL SCALE 3" = T A B L E 2 - 1/4" MAX. EXISTING STRUCTURE MIN. 3.000 PSI CONCRETE CONCRETE FASTENER (al 8" O.C. ANY SCHEDULED FASTENER IS ACCEPT ABLE PRODUCT REVISED as complying with the Florida Belding Code Accep!zace 03 `• 04, £pis ion Date • ;711 oe8 By MI: mi Dade Ont • Z ^ ni 0 r m Z n+ v. ▪ W c Z LL.Ju -0 I. .I O CO D Z 0 0° 0° 0 c 0 • • 2 8 2 0 CP i 9 � [scale AS NOTED) design by 0 0) I date 10/17/2002, jtlr•vn Dy MCR driving no. CneCMee by Vitt 03-815 sheet 5 of 7 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (W) P.S.F. 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' -6" (SEE NOTE 1) SPANS UP TO 8' -O" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNEC TYPE (SEE NOTE 3) Cl C2,C3,C4 CS CONNECTION TYPE (SEE NOTE 3) C1IC21C31C4 C5 CONNECTION (SEE C1 TYPE NOTE 3) C2 C3 C4IC5 CONNECTION (SEE C1IC2 TYPE NOTE 3) C3 C4 C5 CONNECTION TYPE (SEE NOTE 3) C1;C2IC3,C41C5 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 ,C4 CS CONNECTION TYPE (SEE NOTE 3) C1'C21C3 CONNECTION TYPE (SEE NOTE 3) C1IC21C3,C4,C5 CONCRETE • 4 5.0 12 12 12 12 7 12 12 12 6 5 12 12 12 7 4 10 S 5 3 12 12 12 12 9 12 12 12 10 ' 6 12 12 12 9 5 11 6 6 6 3 5 7. 0 12 12 12 9 6 12 12 12 6 4 11 9 10 6 3 6 3 �5 ' / 4 V / / 12 12 12 11 7 12 12 12 8 5 12 10 12 7 1 4 9 3 3 5 3 ,■111�511111W1151111611N11HN� 1 /L "0 ITW TAPCON W/ 1 - 1/4" MIN. EMBEDMENT (MIN. 3,100 P.S.I. CONCRETE) 73.0 12 12 12 7 4 101 5 `5 S 3 9 4 3 41� 8 3 /) 4 % 8 12 12 12 9 5 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 105.0 10 5 5 5 3 8 3 V L V/ 8 3 /i 4/ 5 8 3 4/ TO WOOD GRAIN 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 17 0.0 8 3 t// 4 / B 3 1 4 / 8 3 // 4 % 8 1 3 ) 4, 9 3 3 S 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 * �� 1 /4"0 POWERS CALK W/ 7/8" EMBEDMENT I. 1/4 - 20 STAINLESS STEEL MACHINE (MIN. 3,000 PS.I. CONCRETE) i t -IN SCREW 45.0 12 12 12 12 9 12 12 9 6 12 12 12 8 6 12 9 9 5 4 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 57.0 12 12 12 10 7 12 112 12 12. 7 5 12 12 12 6. 4 12 5 4 4 3 12 12 12 12 11 12 12 12 12 6 12 12 12 10 7 12 6 6 7 5 73.0 12 12 12 8 5 12 9 1 9 5 4 12 6 6 5 3 12 5 L 4 3 12 12 12 112 8 12 12 11 9 6 12 8 8 8 S 12 6 6 7 5 105.0 12 9 8 5 4 12 5 1 4 4 3 12 S 4 4 3 12 5 4 4 3 12 11 11 19 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 17 0.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 6 6 1 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 } 45.0 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 8 L 4 4 V 12 12 12 ;12 7 12 12 12 9 1 5 12 12 12 8 1 4 9 5 5 5 3 57.0 12 12 12 8 5 10 10 10 5 3 9 7 8 5 3 6 9 12 12 10 6 12 12 12 7 4 10 8 9 6 3 7 %, 4 U / 1/4°m POWERS NAIL - W 1-1/8" MIN. EMBEDMENT (MIN. 3.000PS.1.CONCTRETE) 73.0 11 11 11 6 3 8 4 1 4 4 77 3 3 4 6 12 12 1 7 4 9 5 5 5 3 8 3 3 4 7 4 105.0 8 4 4 cw��mi' / �, '��'A 'wr�' 170.0 6 A 3 6 3/ 6 �/ 3 i • 6 V� / J 3 ' / 7 4 / 7 V ) 4 / 7 / 4 / 7 I / 4 rj 1%1111%111 11111111M11111111‘. * * lit: 1/4 - m ELCO MALE/ FEMALE "PANELMATE" W/ 1 MIN. EMBEDMENT S 1/4 - 20 MACHINE SCREW WITH NUT (MIN 3,300 P.S.I. CONCRETE) 45.0 12 12 12 12 11 12 12 1 12 12 7 12 12 12 11 6 121 8 7 7 4 12 12 12 1 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 8 5 57.0 12 12 12 12 8 12 12 112 9 6 12 12 12 8 5 11 4 4 6 3 12 12 12 112 i 9 12 12 12 11 6 12 12 12 10 6 12 4 4 7 4 73.0 12 12 12 10 6 12 8 1 8 7 4 12 5 5 6 4 11 4 4 6 3 12 12 12 112 7 12 8 8 8 5 12 6 5 7 4 12 4 4 7 4 105.0 12 7 7 7 4 11 4 1 4 6 3 11 4 4 6 3 11 4 4 6 3 12 8 1 7 1 8 5 12 4 4 7 L 12 4 4 7 4 12 4 4 7 4 17 0.0 11 4 4 6 3 11 141 4 6 3 11 1 4 4 6 3 11 1 4 4 6 3 12 4 4 1 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 1(5=1= 4 5.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 1 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 57.0 12 12 12 12 8 12 12'12 9 6 12 12 12 8 vi 12 4 4 6 3 12 12 12112 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 1/4" ELCO TEXTRON HEX - FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 -3/4" EMBED (MIN. 3,320 P.S.I. CONCRETE) 73.0 12 12 12 10 6 12 8 1 8 7 4 12 1 6 5 16 4 12 1 4 4 6 3 12 12 12 112 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 1 4 ( 4 1 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 I 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 6 6 3 12 . 4 14 1 6 3 12 1 4 6 3 12 4 4 6 3 12 6 5 7 1 4 12 6 5 7 1 4 12 6 5 7 4 12 6 5 7 4 45.0 12 12 12 12 11 12 12112112 7 12112 12 11 7 12 8 8 7 4 12 12 1212 12 12 12112 121 9 12 12 12 121 8 12 10 10 9 6 G � ' 1/4"� 1 3� - N. / - EMBEDMENT (MIN. 3,350 PS.I. CONCRETE) 57.0 12 12 12 12 8 12 12112 9 6 12112 12 8 5 12 4 4 6 3 12 12 12112 11 12 12112 12 7 12 12 12 10 7 12 6 5 7 4 73.0 12 12 12 10 6 12 8 8 1 7 4 12 1 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 1 6 12 7 7 8 S 12 6 S 7 4 105.0 12 8 8 7 4 12 4 1 4 1 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 S 7 4 12 6 5 7 4 17 0.0 12 4 4 6 3 12 4 1 4 1 6 3 12 4 4 6 ml 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 3/4a EDGE DISTANCE (WI SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 5' -8" 8' -0" 9' -0" 13' -1" . S ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 1) C1IC2IC3 C4 C5 C1IC2IC3IC4IC5 C1IC2IC3IC4IC5 C1 C2IC3IC4IC5 OOOM 45.0 12112112 9 7 12 112 112 1 6 1 5 12112112 5 4 12 9 9 1 3 1 3 E III 57.0 12112 12 7 5 121121121 5 1 3 12112112 4 3 12 5 6 3 / 1 WOOD LAG W/ 1 / 1 MIN. THREAD 73. 12 112 112 5 4 12 9 9 3 1 3 12 6 1 6 3/ 12 5 4 3 1 4 PENETRATION SHEAR 105.0 12 9 8 3 3 12 5 4 ■ 3 '/, 12 5 4 3 / 12 5 4 3 PARALLEL OR PERP / 170.0 12 5 4 3 !/ TO WOOD GRAIN 12 5 4 3 / )/ f 12 5 L 3 /, 12 5 1 4 1 3 SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED as complying with the Florida Voiding Code Acceptance No 0 Expiration Date By M i . i : d uct Control Division ll2 m o f rn x • Q N r Q a N W v a °z F-� c o o Q 5 • Q O J V d � � O • • N N 0 M N W m z N 00 V v • W O o Z� NJD E W N Z Q m z 0 ;V i Y v c v 0 O tc O 0 a, d V a. 9 � 2 0 2 0 scale AS NOTED, design by VP( care 10/17/2002 dr•wn PICK checked by VJK drawing no 03 -815 sheet 6 of 7 Print Information: MCantu 08/27/2003 09: 21: 52am KNEZEVICH ANCHOR NOTES: 1. 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, PAGE 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 WOOD 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 WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 6 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. 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. FOR BUILD -OUT MOUNT SECTION 6" O.C. ANCHOR SPACING SHALL NOT EXCEED ANCHOR SPACING SHALL NOT EXCEED PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No Espi*ation Date 0 BY 1liarni Dad Dh•i�inr. uct -082 Control ` ?:Z N I D w I � 6 v+ c,,. v+ l� w W i m m m 0 o co Z u- u O Qc O EE V W VJ. KNEZEVICH PROFESSIONAL ENGINEER Fl License km - 10983 7 200 c 0 7. 'K ft C date scale AS NOTED 0 CO N O N m O O s 0 v to I- 10/17/2002 (drawn by 1 ncaJ 'design by ) checked by VJK 1 VJK r dr•rmq ho. 1 03 -815 sheet 7 of 7 \ \ hurricane \ ka \ GADD \ Associations \Hi—Tech \Combo \ 03-815 \R1—sub \03-815-07.dwg Print Information: MCantu 08/27/2003 09: 22: 02am ANCHOR FASTENER MAXIMUM SPACING (INCHES) REQUIRED SCHEDULE FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE (w) P S.F MAX. SPANS (SEE UP TO 5' -8" 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 5•-8" (SEE NOTE TO 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP 13' -1" (SEE NOTE TO 1) (SEE NOTE 1) CONNECTION (SEE C1 T YPE NOTE 3) C21C3 CONNECTION TYPE (SEE NOTE 3) C1;C2 CONNECTION TYPE (SEE NOTE 3) Cl1C21C3 CONNECTION TYP (SEE NOTE 3) C1 C2!C3 C41 C5 CONNECTION (SEE NOTE C1:C21C31C41C5 TYPE 3) CONNECTION C1;C21C3jC4 TYPE (SEE NOTE 3) C5 CONNECTION TYPE (SEE NOTE 3) C11C2tC3 C4 C5 CONNECTION (SEE NOTE C1'C21C3 TYPE 3) C4 C5 HOLLOW CONCRETE BLOCK 45.0 12 12 ; 12 7 4 9 1 9 1 9 1 5' 3 4 . 0�EN I 8, B B 1 4 rm� �Il��'��m VAS' 3 1 3 3 /Al2112112 �/WPIj/, a 1 11 j 11 11 8' 5 6 t c 10 8 6 10 10 6 6 1 8 4 3 1 3 1 3 , ��FW� 3 sums= A��ie/.i�e 9' 9 1 9 1 5 3 6 3 3 . MI ®i 3 r' wi I 57.0 7 3.0 10 10 10 5 1 3 1 7 7; 7 WI 11111111111111‘1111111111W- W/ 1/4"0 ITW TAPCON 1 -1/4'• MIN. EMBEDMENT 8 1 6 8 (5 i 3 105.0 '��ir�� 4 or ' 5 170.0 �P��.��MIC'P�� ,erAWii//OMPIiINEVA �� //��//�� ,,�� /�� /�/ �� i SCREW 45.0 12 12 112 1 7 15 11 1 11 1 11 5; 3 10 10 4 1 3 7 3 1 3 j 3 12 12 12 11 12 7 12 12 112 1 8 S 12 112 112 1 7 1 4 8 4 1 4 5 1 3 * 1,4". I POWERS DMEN CALK WI 7 /e° EMBEDMENT a. 1/4 STAINLESS STEEL MACHINE 57.0 12 12X121614 9 919 4 4 8 1 6 7{3 ✓5✓ J12 1 121121915 11 1111116 DIMINAMIVAINWAIre rAsmFi 4 a ni 10 915;3 N�'A J 7 r NAM wArA 4r 73.0 10 10110 ;4 1 3 A� I��/ ,��re ��II��I r�'��J��sw �Argen reArea l/ 121 12 6 4 I 121 4 714 S 3 ,'� 105.0 7 3; 3 � 3 170.0 Erarim 45 .0 12 12 12 i 7 4 r B. 8 8 1 5 1 3 7 7 7 1 4 V 12 i12 12 ? 9 I 5 9 I , 9! 9 6 3 6 8 1 8 1 5 3 ' 57.0 9 9 1 9 6 3 6 6 6 1 4 V 6 4 5 1 3 A A r A 1 0 ; 1 0 10 7 ! 4 7 7 1 7, 5 4 66 55 1 6 4 ✓: A � • ` 1/4 cb PO ERS NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 73.0 M , .�ireffe ��' B 18 1 8 5 1 3 AiilIrf�/ 'i 14 El In. 105.0 , i�-/ /I�I��I'�Arz z �� 170.0 ��NO�'IWAY��IWIF 41 i11WrWARIWAME=P FWAIL1N�� 12 12 1 12 1 6 4 8 1 4 1 4 j 4 ml m v ,emnmmum:. a * I, - nnunnonnn: 1/4"0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT SCREW WITH C NUT 45.0 12 12 12 X 9 1 5 12 12 1 12 1 6 4 11 1 11 11 1 5 1 3 8 4 1 4 1 3 12 1 12 1 12 1 10 1 6 12 11 ' 12 112 7 4 57.0 12 12 12 1 7 4 10 10 10 5 3 , 9 1 7 8 4 y 6 I : 3 1 12 112 112 1 8 1 5 10 t 1 10 1 10 3 5 3 9 7 1 8 5 6 r 3 1, 73.0 11 11 11 1 5 3 w s,�� ,, ► - �;i�'m /e��A��IW�i'�1=�fII.�EI 12 1 12 1 12 � 1 6 1 4 8 1 4 4 4' ' mard �� 105.0 , ��,�' �i��a�I 170.0 4 5.0 12 12112',10i 5 { 1 1 1 1 1 , 1 1 1 7 : 4 1 0 1 1 0 1 1 0 1 6 1 3 ' 1 1 2 1 2 2 ' 1 2 1 7 12 12 1 2 1 9 5 12 1 2 1 1 2 1 8 4 8 4 1 4 ' S 1 3 P( �auuuaaiu 57.0 12 12∎12 "( 4 9:9 9,513 8'6 7!5✓ 12 12 12110 5 11111111 7 4 10 8 (9!6 3 °""m 73.0 10 10 10 6;3 74 34✓, 6� 3�,� i 4 81514 5 3 7 313 / • 1/4" ELCO TEXTRON HEX - FLANGE TAPCON/ HEX HEAD TAPCON EMBED W/ 1 - 1 /L EM6ED 105.0 131311311=EVIABE��I 12 r��nr��I'�rII��O 112 112 1 10 5 11 1 11 11 7 14 10 10 1 10 1 6 Fr'NWAr MIWA ' ' 8 1 4 4 12 112 12 1 5 3 12 7 grip 12 12 112 9 5 Frani 12 F'F'��,l 12 112 8 IIT 4 6 4 1 4 I '. 5 1 3 170.0 ' 1 1 V 45.0 ~ `- 57.0 12 12'121 8 4 9 1 9 9 5 1 3 8 1 6 1 7 12 12 10 5 11111111 7 4 10 8 9 6 3 slorman 7 'pAM EI�II��'' --c 1/4 "0 ELCO CRETE FLEX W/ 1 -1/4'• MIN EMBEDMENT 73.0 10 110 110 1 6 3 EMOBISErraniredi 5 M= 12 112 12 1 7 4 8! 5 1 4 5 3 7 3 1 3 105.0 7 3 3 1 4 �" � 8 1 4 1 4 EfereAMEP WAM 5 3 7 �II/� %IABEN��MIKAMMIN , 170.0 ��EOPPAINIM ANCHOR NOTES: 1. 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, PAGE 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 WOOD 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 WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 6 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. 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. FOR BUILD -OUT MOUNT SECTION 6" O.C. ANCHOR SPACING SHALL NOT EXCEED ANCHOR SPACING SHALL NOT EXCEED PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No Espi*ation Date 0 BY 1liarni Dad Dh•i�inr. uct -082 Control ` ?:Z N I D w I � 6 v+ c,,. v+ l� w W i m m m 0 o co Z u- u O Qc O EE V W VJ. KNEZEVICH PROFESSIONAL ENGINEER Fl License km - 10983 7 200 c 0 7. 'K ft C date scale AS NOTED 0 CO N O N m O O s 0 v to I- 10/17/2002 (drawn by 1 ncaJ 'design by ) checked by VJK 1 VJK r dr•rmq ho. 1 03 -815 sheet 7 of 7 \ \ hurricane \ ka \ GADD \ Associations \Hi—Tech \Combo \ 03-815 \R1—sub \03-815-07.dwg Print Information: MCantu 08/27/2003 09: 22: 02am