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1201 NE 100 St (10)I MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 2- 2 -- { �. Type Insp'n � la ` 7; n Permit No. 8 7 - 2 _66 v - 1 ‘ c l � l 4q 'w Name t" Cc o/- j Address l 2 �E l Oa sr Company c v L t' Ivl Q v Phone # 1 Correction Re- Insp'n Fee zv o 0/� Yi MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7- 22- Type Insp'n kvr)(A- Permit No. / q '6 Name CC tCl Address / 2 ( fuE. l ve s Company L 1 1`' q (/ Phone # Inspe i• Date • pprov . —'� Correction Re- Insp'n Fee Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/19/2004 Applicant: SOLIMAR Owner: MARKARIAN JOB ADDRESS: 1201 NE 100 Contractor Local Phone: Parcel # 1132050090630 Building Permit Permit Number: BP2004 -966 MARKARIAN SOLIMAR ST Contractor's Address: Legal Description: 5 53 42 EARLETON SHORES Permit Status: APPROVED Permit Expiration: 1/11/2005 Construction Value: $2,500.00 Work: REPLACE FRONT DOOR WITH IMPACT FRENCH DOORS PB 43 -80 LOT 1 Page 1 of 1 BLK 5 LOT SIZE Fees: FEE2004 -7178 FEE2004 -7179 FEE2004 -7180 FEE2004 -7181 FEE2004 -7182 FEE2004 -7183 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $100.00 $1.80 $5.00 $0.60 $2.50 $15.00 $124.90 Total Fees: $124.9 Total Receip '79 Signed: (INSPECTOR) 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 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Buildin Electrical Plumbing Mechanical Roofing r .�C�S = � .5 ' J� 3 V Owner's Name (Fee Simple Titleholder) ��V�{ i� / �l�G�i <�� / hone # Owner's Address /26 i N P %06 57-- City AIM/ x`Vfg 5 State ft Zip - 3 IS / 3k • Tenant/Lessee Name Phone # Job Address (where the work is being done) /,'W /i/e / 2 5 /~ City Miami Shores Village County Miami -Dade is Building Historically Designated YES NO,( Permit No. SI2(1j - q &co. Master Permit No. Zip 33/ iFi VIED 19MA Contractor's Company Name � e`' Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ['Addition ['Alteration ❑NewRepair/Replace ❑ Demolition J j Describe Work: ir �� rP eS77 / ' Z1X &...6,0„/ 4 Se S //y c7 4 / /7rl # x_t_ b y^ ,- 7 IJ Square Footage Of Work: to S y 79 5 4 C Submittal Fee $ 7 LA) Permit Fee $ CCF $ Notary $ Training/Education Fee $ � Technology Fee $ 6I i Scanning $ I . ._ Radon $ ' Zoning Bond $ -' Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ i l (Continued on opposite side) * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 trust 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 �, cr' 4L }'(- t Signature The foregoing instrument was acknowledged before= this \ i The foregoing instr was acknowledged before me this day of C ` 20 CL J by c7f_ I , t r t I i l' (v E I 1 VI' , day of , 20 , by who is .ersonall known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. My Commission Expires: Chc 05/13/03 Owner or Agent APPLICATION APPROVED BY: ', ICY '4 b a��� Varaaa SOTARY PUBLIC: 3, 2007 *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Contractor Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning I 4 Located at: 0-01 /Ur /eon S% 1271dh4 Proof of ownership provided ( ) Byc Bile Cyr Produced • VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE .STATEMENT being the legal property owner, for the property ✓mss f2 33 Legally described as 2_ Jh.-4- 4 /n,P Do hereby petition the Village of Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),,s'}nd I have read and understand the following disclosure Statement, which entitles me to' *brk as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not Icensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. initial of reviewing clerk. Tlie foregoing instrument Was acknowledged before me this L5 day of �1 lT 20 CU C r ho is personally known to me or who has as identification and who did take an oath. Ppv P 1 • Comm Expires: Ju ` pQ' ° `� Bonded Thru OF Atlantic Bonding Co., Inc. MIAMI• ADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah ,FL 33010 Your application for Notice of Acceptance (NOA) of: Series 1800 Aluminum French Door w /Sidelites 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. ACCEPTANCE NO.: 01- 1016.03 EXPIRES: 01/03/2007 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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: 01/03/2002 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STRGE F. SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -290X CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\s045000 1 \pc2000\ \templates \notice acceptance Internet mail address: postmaster @buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com Yale Ogron Manufacturing Co. Inc. ACCEPTANCE No.: 01- 1016.03 APPROVED: January 3, 2002 EXPIRES: January 3, 2007 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This Notice of Acceptance (NOA) approves an aluminum French door with sidelites, as described in Section 2 of this NOA, 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 1800 Aluminum French Door w/ Sideletes and its components shall be constructed in strict compliance with the following document: Drawing No W01 -64, Sheets 1 through 5 of 5, titled "Series 1800 Aluminum French Door w/ Sideletes ", prepared by AL- FAROOQ CORPORATION, dated 9/17/01, with revision date 11/09/01, signed and sealed by Humayoun Farooq, bearing the Miami -Dade County Product Control approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The Series 1800 Aluminum French Door w/ Sideletes 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 syst 2 -Raul Rodriguez, Chief Product Control Division Yale Ogron Manufacturing Co. Inc. ACCEPTANCE No.: 01- 1016.03 APPROVED: January 3, 2002 EXPIRES: January 3, 2007 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. END OF THIS ACCEPTANCE 3 f ' Raul Rodriguez, Chief Product Control Division • 10 6 3/4 MAX. TYP. HEAD /SILL CORNERS 23 7/8" MAX. D.L OPG. 34" MAX. LEAF WIDTH 1 /8 ANNEALED GLASS (EXTERIOR) .090 INTERLAYER RLN SAFLEX /KEEPSAFE MAXIMUM 1/6 HEAT STREN'D CLASS (INTERIOR) 12• MAX TYP AT NEAO/SILL f10 X 3/4" PH SMS AT 5" FROM ENDS AND 12 -1/2" O.C. TYPICAL 5/16" OVERALL LAM. GLASS LAMINATED BY 'ARCH ALUMINUM' 144' MAY. FRAME WIDTH 23 7/8" MAX. D.L OPG. 34" MAX. LEAF WIDTH TYPICAL Fl FVATION ( OXXO ) TESTED UNIT /8" HEAT STREN'0 GW'S .070 INTERLAYER FUN SAFGLAS 1/8" HEAT STREW() GLASS 5/16" OVERALL LAM. CLASS LAMINATED BY 'SECURITY IMPACT GLASS' z GLAZING OPTIONS LARGE MISSILE IMPACT RESISTANT DOORS. SHUTTERS NOT REQUIRED SURFACE APPLIED FALSE MUNTINS MAY BE USED x 3/16" HEAT STREW() GLASS 130 INTERLAYER FILM GLASSIAM 1/2" OVERALL LAM. GLASS LAMINATED BY 'UNITED CLASS LAMINATING' N 3/16" HEAT STREN'D GLASS G GI A7ING AOAPTFFj OPTIONS MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZES SHOWN OR SMALLER) — 65.0 PSF APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. THE SIDEUTES CAN BE ONE OR BOTH SIDES OF DOORS. ALSO FIXED UTES OF SINGLE (0) UNITS. DOORS /SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. THIS PRODUCT I5 DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. Env 00. KUIUTOUN FAR000 STRUCTURES M. PE 16557 DEC 1 1 7001 APPROVED AS COMPLYING WITH TI* 1 •� SOUTH FFLC ?i DA BUILDING ' CODE DATE - L/ �GY f 7 , 01009:7 CONTROL D�V:SlON BUILDI56 CODE CCL:PUMICE OFF ACCEPIAV -E NO. CI - 1 016,63 6 drawing no. W0 -64 sheet 1 oT 5 L / \ 1 1 / r H _ = u II / I V - -n === 1 - U 5/1g. MW. LAMMt153IASS \ 11 "\ 11 \ .. JI N -n- O ii \\ 11 II ________ u 0 . ;✓ - - 11 11 11 11 u ii ii O 11 • 10 6 3/4 MAX. TYP. HEAD /SILL CORNERS 23 7/8" MAX. D.L OPG. 34" MAX. LEAF WIDTH 1 /8 ANNEALED GLASS (EXTERIOR) .090 INTERLAYER RLN SAFLEX /KEEPSAFE MAXIMUM 1/6 HEAT STREN'D CLASS (INTERIOR) 12• MAX TYP AT NEAO/SILL f10 X 3/4" PH SMS AT 5" FROM ENDS AND 12 -1/2" O.C. TYPICAL 5/16" OVERALL LAM. GLASS LAMINATED BY 'ARCH ALUMINUM' 144' MAY. FRAME WIDTH 23 7/8" MAX. D.L OPG. 34" MAX. LEAF WIDTH TYPICAL Fl FVATION ( OXXO ) TESTED UNIT /8" HEAT STREN'0 GW'S .070 INTERLAYER FUN SAFGLAS 1/8" HEAT STREW() GLASS 5/16" OVERALL LAM. CLASS LAMINATED BY 'SECURITY IMPACT GLASS' z GLAZING OPTIONS LARGE MISSILE IMPACT RESISTANT DOORS. SHUTTERS NOT REQUIRED SURFACE APPLIED FALSE MUNTINS MAY BE USED x 3/16" HEAT STREW() GLASS 130 INTERLAYER FILM GLASSIAM 1/2" OVERALL LAM. GLASS LAMINATED BY 'UNITED CLASS LAMINATING' N 3/16" HEAT STREN'D GLASS G GI A7ING AOAPTFFj OPTIONS MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZES SHOWN OR SMALLER) — 65.0 PSF APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. THE SIDEUTES CAN BE ONE OR BOTH SIDES OF DOORS. ALSO FIXED UTES OF SINGLE (0) UNITS. DOORS /SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. THIS PRODUCT I5 DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. Env 00. KUIUTOUN FAR000 STRUCTURES M. PE 16557 DEC 1 1 7001 APPROVED AS COMPLYING WITH TI* 1 •� SOUTH FFLC ?i DA BUILDING ' CODE DATE - L/ �GY f 7 , 01009:7 CONTROL D�V:SlON BUILDI56 CODE CCL:PUMICE OFF ACCEPIAV -E NO. CI - 1 016,63 6 drawing no. W0 -64 sheet 1 oT 5 TYPICAL ANCHORS TYPICAL ANCHORS r SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING SIUCONE FpNCRETE W000 BUCK WOOD BUCK SIUCONE TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING, TYPICAL ANCHORS SEE ELEV. FOR SPACING W000 aUCKS NOT BY YALE OCRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. METAL STRUCTURES (STEEL OR ALUM. 1 /13' MIN. THICK) STEEL : iy . 36 KSI MIN. ALUMINUM 6063 -T5 MIN. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/C DIA. TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/4" MIN. TOTAL EMBED. (WOOD4-SUBSTRATE) THRU 1BY W000 BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO MASONRY 1 /4" TFK¢ OR SEI F DRI I IN - SCREWS INTO METAL STRUCTURES (1 /B" MIN. THICKNESS) (1/4' MAX. SHIM SPACE) 114 SMS OR SFIF DRRIIN(1 SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) SEALANTS; FRAME AND LEAF CORNERS. INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. HINGES: EXTRUDED ALUMINUM BUTT HINGE 1 /8" THICK AND 7 -1/2' LONG WITH 5/16" STAINLESS STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 10 -5 /8" FROM TOP & BOTTOM AND ONE AT MIDSPAN LOCKS: STANDARD STEEL DEAD BOLT LOCK BY KWIKSET/WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 41-3/4' FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB BY HARLOCK/WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTNE LEAF LOCK STILE, 34 -7 /8' FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (RUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) OEC 1 1 7001 0 0 U o., 03 V N < I LL I 0 ,0 ZZ pm n . n ' K ! � r . 6 ‘'1 1" 0 0 P drawing no. W01 -64 (sheet 2 of 5 0 11111111 14C 2 1 .1.1gealll 5 44 1 Jill El 1/4 MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING I/4 MAX SHIN TYP r W000 BUCK 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING t/4 514111 MAX. &/4 SHIM MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 110 X 3/4 PH SUS AT 4-3/e FROM ENDS AND 14" 0.C. MAX. TYPICAL SIUCONE 110 X 3/e PH SMS AT 4-3/4 FROM ENDS AND 14 O.C. MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR FRAME MOTH WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Engn OR. MUMAYOUN fAR000 STRUCTURES S1.& PE f 1057 OEC 11 7001 APPRINFI: AS CVAPLYING Ft ::51.":..A PIALVIIG COM ACCC. Ci- 101‘,0 3 1.0 0 E 0 ig tr, 7 CD ro. ;4 0 OlE C4 m 41 0l, • z 3W 0 < < DI to [ot tn p, z o - 7 ,20?,%-■ drowing mo WO1-64 sheet 3 of 5 ) ITEM IF PART / REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 YE -8329 1 DOOR FRAME HEAD 6063 -15 - 2 YE -809 AS RE00. 510EIIIE FRAME 6063 -15 - 3 YE -810 1 THRESHOLD 6063 -T5 - 4 YE -808 AS REOD. 510ELITE - MUWON 6063 -T5 - 5 YE -811 AS RE00. FRAME JAMB 6063 -T5 - 6 10 -804 2/ LEAF DOOR LEAF SILL & HEAD 6063 -15 - 7 YE -803 1 00011 LEAF JAMB - HINGE SIDE 6063 -15 - 8 YE -802 1 DOOR LEAF - LOCK SIDE 6063 -15 - 9 YE -831 2/ LEAF SNAP CAP FOR DOOR LEAF k SILL 6063 -15 - 10 YE -816 AS REQD. COVER PLATE 6063 -15 - 12 YE -8248 4/ LEAF GLAZING CHANNEL - - 13 YE -835 AS REQD. EXTERIOR GLAZING LEG 6083 -15 - 14 1E -833 AS REGD. INTERIOR GLAZING LEG 6063 -15 - 15 - - - - - 16 YE -602 AS REOD. WOOL FIN WEATHERSTRIPPING (.187 X .260) - ULTRAFAB 17 1H -622 AS REOD. BULB WEATHERSTRIPPING (.198 X .260) - TEAM PLASTIC I 18 - - - - 19 YH -615 1 LOCK SET BY HARLOC 011 WE5TLOCK - - 20 711 -610 AS REQD. FLUSH BOLT BY DELTA IND. ZINC (RECAST 21 - 3/ LEAF BUTT HINGES. AT 10 -5/8" FROM ENDS 8 MIDSPAN ALUMINUM WITH SS PIN 22 YE-805 r 4/ LEAF PRESSURE PLATE -11E ROD 6063 -15 2-1/2" LONG 23 Y11 -030 2/ LEAF 3/8" DIA. THREADED ROD STEEL - 24 - 1/ LOCK ST. REINFORCING TUBE. FULL LENGTH OF PANEL ALUMINUM 1 -1/2" X 3" X 1/8" 0 ° II I oI'IIPE 1 111 l oos•c t 00 _ i ® SIDELITE FRAME 1394 r ° I �' : 70 .152 062 L494 SNAP CAP 3.749 1,750 -y J -.078 Iu .703 .632 0 TOP /BOTTOM RAIL 4.249 2.115 .u6 1 1 - L .500 T .076 4.000 i l , THRESHOLD 4.158 r -- r an 4_ 1812 .663 O HINGE STILE 4.158 1812 1 16 1 4290 I) O LOCK STILE 4.000 1 .070 TYP. 1.492 L .090 I 1 .625 -1.750 .365 1 CI DOOR FRAME HEAD .513 -' .973 .062 1.314 .97 1.217 1. � i .050 I 1 12 -1 L.481 t3 .653 14 1.087 GLAZING CHANNEL EXT. GLAZING LEG INT. GLAZING LEG .050 x 2281 -- 1.568 .535 4.156 - .078 L 1.656/ n SIDE LITE JAMB 2.125 .695 .123 (5) #10 -24 X 1/2" FH MS r STAINLESS STEEL / (THREAD CUTTING) Y• o H HINGE .969 .121 L_ --i .781 L 1.547 -- 22 PRESSURE PLATE .250 4.000 r' 2 12371 _ 1 1.3 .750 A7B 130 L500 QS DOOR FRAME JAMB En9r. OR. HUW1004 FAR000 STRUCTURES FLA. PE V 10357 DEC 11 1001 CH. 3 ZA;U { c 5 drewin9 n0. W01 -64 ANi E (sheet 4of 5 i a 0 E 1 Cn o 09_17_01 I revisions . on ion or SERIES 1600 ALUM FRENCH DOOR W/ SIDEUTE I YALE OGRON MFG. CO. INC. 671 WEST 18TH ST. HIALEAH, FL. 33010 -2480 TEL (305) 887 -2646 FAX (305) 683 -1309 AL— FAROOQ CORPORATION ENGINEERS. PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI. FLORIDA 33174 TEL. (305) 264 -8100 FAX. (305) 262 -6978 _ - _ - - -- - - --- COMP- ANl \Wp1 -fi1Y0 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Ow ;it 1. Legal descriptio of property and street/address: , //v ?/ �� / /flriu( ��tores Fr_ ��, / Aor,7, sh7 2. Description of improvement: 3. Owner(s) name and address: �/4 S ref «f3 / 3 S Interest in property: Name and address of fee simple titleholder: SO'v -e 4. Contractor's name and address: Sworn to and subscri Notary Public Print Notary's Name My commission expi 123.01 -52 PAGE 4 x102 TAX FOLIO NO. ry2/af 7 1 / (600,<C So / ?/L1 g Co., Inc. •dam` 1, 1'4 - A.dro1' RTIFY that this is a tru Atlantic Bondi 0 �,/1"e✓ STATE OF FLORIDA, COUNTY OF DADE 111111111111111111111111111111111111111111111 CFhll 2004R0698089 OR Bk 22570 P9 2310; (1P9) RECORDED 08/13/2004 09:31:53 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE // i., 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N / 1 ' 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as y of tho rovided r in Section 713.13(1)(b), Florida Statutes. Name and address: / /HEREBY 1 ?rigmal i , t., office on ., II � . 9. Expiration date of this Notice of Commencement: (they : 6 .a � , fir • from the date of re or ip 1►nl' s, dill :, nt � e i sp i v0 HARV ' ) ) ► 1 , A l . : .1 uit -..d County Courts .:n,4. �---fy9'• !! B y A W, i' • - • ig of - Owner * ir Print 0 ner's Nam e ✓�'I 1 ml.! r YkI e OW ore me this 13 day of o ./ �, Prepared by /� % ✓ R"% Address: poi `Ut co 33/ METRO -UA BRIM PRODUCT CONTROL NOTICE OF ACCEPTANCE Binnings Pan American 2805 N.D.' i85 St. Acceptance No.:97- 1027.09 (Revises No.: 96- 0220.01) Expires:07 /09/01 FL 33163 ' Approved:07 /09/9S -1- METROPOLITAN DADE COUNTY. FLORIDA 1 ETRO -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 PROOU CONTROL DIVISION (305) 375-2902 FAX (305) 372-6339 Your application for Product Approval of: Series PA -14 Aluminum Single Hung {Yindosv under Chapter S of the Metropolitan Dadc County Codc governing the use of Alternate Iviateria!s and Types of Construction, and completely described in lute plans, specifications and calculations as submitted by: Applicant, along with Drawing No. PA- 14DC -01, Sheets 1 thru S of 8. has been recommended for acceptance by the Building Codc Compliance office to be gs- e in Dade County, Florida under thc 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 thc use of such product or material immediately. The . applicant shall re- evaluate this product or material should any arnmendments to the South Florida Building . Code bc enacted affecting this product or material. The Building Codc 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 Codc. The expense of such testing will bc incurred by thc manufacturer. Raul Rodfijuez Product Control Supervisor TI-IIS IS THE COVERSI SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS 13UILDItNG 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 Dadc 'County, Florida under the conditions set forth above. nrlc 5ge Director Iuilding Codc Compliance Dept. Metropolitan Dade County Into;, ^_t nail address: post mister ©buildingc0r',20-"..,:.co Fi:r �,.. ., - -, Binninas Pan American ACCEPTANCE No.: 97- 1027.09 6.1.4 - APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2. PRODUCT DESCRIPTION 2.1 The Series PA -14 Aluminum Single Hung Windrow and.its components shall be constructed in strict compliance with the following documents: Drawing No PA- 14DC -01, Sheets 1 through 8 of 8, dated 10/22/97, revised on 6/16/98, signed and sealed by Wm. M. Meyers, 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 applications only, as shown in approved drawings. SCOPE This renews and revises the Notice of Acceptance No. 96- 0220.01, which was issued on July 1S, 1996. This approves an aluminum single hung window, 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. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this uni protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or following statement: "Miami -Dade County Product Control Approved ". JUL 0 9 1998 : JUL 0 9 2001 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. Mant erez, P.E. Product C f TExaminer Product Control Division Binninc Psn American ACCEPTANCE `o.: APPROVED E XPIRES JUL 0 c ZQQ1 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fled and the original submitted documentation, including test supporting date, engineering documents, are no o;dcr than tight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, cjty. 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 bc considered if: r 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 thc required documentation initially subt;tirtcd 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 auto natical;y bc cause for termination of this Acceptance. unless prior :.Them 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 Acceptancc as an endorsement of any product, for sales. advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words ■liami -Dade Count'. 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 thc 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 topics. S. Failure to comply with any section of Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1.2 and this la .st pave 3. /21/ - l/z wit.• -> Manuel t crez, F.E. Product trot Examiner paid:, afro! Division END OF THIS ACCEPTANCE 3 97- 1037.09 JUL% 91993 • 81:CE DA RIGHT OPENING CIA. 6 urton SON f7Z-IME ... ..._ _ .. ... 0.9.91. HEIGHT $ENT FINED I ENT FINED OPENING 24 9 1/4 9 7/16 i0 10 6 II 23 25 9 33 9 15/16 10 1/2 1') 1.2 7 114 26 20 II 1.4 11 7,16 12 12 b 3:4 24 30 12 1/4 12 7/16 13 II 93/4 II 36 15 1.4 15 7/16 16 1., 12 3/4 37 37 314 151516 16 1/4 10 543 16 5.3 13 341 lb 3.3 40 17 1:4 17 706 IA II m 3/4 41 44 1914 19 706 20 70 16 3/4 45 43 711:4 21 716 22 2: 19 3/1 49 49 3.9 21 1:11. :2 114 22 3/4 22 3/4 19 IC 30 53 32. 271:3 23 7/16 24 21 209,1 53 53 IC 23 70 516 23 7)9 25 39 211/2 36 1/2 57 7073 7317.1). 26 IC • 26 IC 231/3 SR (41 271:3 27 7/16 291 29 241/4 61 62 24 11 20 7:16 29 11 25.3/4 61 64 2014 702U3 2') II 251/4 63 68 23 19 14 10616 21 53 277/4 69 72 211 1:4 7350 22 13/16 43 7.11. (9 4') 73 73 3/16 23I 11 3921:71 2') 3317 257.4 74 3:16 763-0 2x 1.4 43 912 :9 3 7 33 25.0/4 77 Mt 03 22 1.1'. 51 21192 229,4 53)/3 19 1.2 111 31 20 14 50 2072 29 51 237.3 93 113 211 1.4 9471/7.7 21 33 257.4 09 91 20 I 4 4./1(92 29 37 193/4 ?I .114 • MO' ' • PERIMETER SEAL lYP. BY 0 • FRAME 0.5.14. 0 1.9 0 0 • 1 1 / 4" IAIN: • a 1 • . X P.T. WOOD BUCK 3/16" DIA. TAPCON 1 (/4' EMBED. MIN. 1 / GLASS r BITE TYP. 2.269" ,SILL HEIGHT a te 1/4' SHIM SPACE MAX. f. . 0PA-14StNGLE HUNG VERTICAL SECTION . . • NOTE: THIS CONFIGURATION USED FOR TABLE 3 ONLY VERTICAL SECTION BILL OF MATERIAL PART NO. 2 • 3 4 5 6 7 9 19 11 12 13 14 15 16 17 HEM FRAM E HEAD FRAME SILL VENT HEAD VENT SI U. M EETING RAIL VENT STOP FALSE GRID FRANI E IHOFUZ FALSE AIUNTIN 7740RIZONTALI VENT RELEASE MEETING RAIL WT. S P. VENT SILL W ST.P. GLASS SCREEN FRAME AND VENT SILL SCREW VENT STOP SCREW FOAM PAD SNAP LATCH 13 ROLL FORM GLAZING BEAD 19 Mt" X 3;4' STTEL BAR 1/4" X 52' STEEL. BAR 0 / 76 OA rr 2 4 AS REF! D AS REQD AS READ 12 AS REQD AS RECYD 21.4.4 EVIRDS112 sminER 14-61 14-90 14-26 14.82 11-71 14-70 14-92 14-39 14-89 0.11710(11 13 PER 04:1 =MY IttECIST VARIES Dram PJS PJS 11 .).1 10/22/97 " AL4CHINING IWAIBER 14-61-1 14441 I46 1442-1 14-71-1 14-70-1 14.7/7.1 14-30-1 14461111 Poet Posm&w: 3241EN:12 6)163T-5 6063 T•5 6063 T.3 (.063 6963 T-3 OW T-3 14163 T-5 . 6963 T-5 NYLON [4.2924 14.2924 N110N NYLON FIBERGLASS STEEL 74.3037 1-1-811113 STEEL POLYUR. (463 T-5 14-2017 14-80-1 AUUM. STEEL STEEL RE31:111KS Hl-RISE VENT HEAD OPTIONAL (CAN BE SUBSTITLTED WITEM 094 USED IN CONJUNCTION 0/IT71 ITENI SEE APPROPRIATE TABLES FOR THICKNESS AND PSF 79 3 X PPHSNIS PILOT POINT 113 X4' PTHSNI S USE T27 AFTER 37' WIDE OPTIONAL (CAN BE SUBSTITUTED W ITEMS 42 ft 91 IN VENT TOP RAIL (APPUESTO TABLE 3 ONLY, IN FRAME MEEFINQ RAIL (APPLIES TO TABLE 3 ONLN1 APPROVE:3 AS COVLIIND WITH THE SCUTS FLORIDA WaDING CODE DAT 3R-4- ST eazuc o:y:sios 567.0:32 C675 C0:4?!.!7)t2 C(F)CL ACCLPTANCE N3. 1 09 Binnings Pan American P.O. Box 630038 2805 N.E. 1851h Streel Miami, Florida 33163 (305)931-2350 Drew Clam 1 Per. Maw 117d Worn, I helm/Vedslr I hem • I .17wate ASSFM9tY 5,14. PA-14 1 OF PA-14 SINGLE HUNG VERTICAL ASSEMBLY 1 Rumba:. I Regolotim Levet PA - 1 40C -01 A 0 1,1/ �r aansuwn �: III �•- 1/4" GLASS BITE TYP. • BUCK DIMENSION GLASS WIDTH DAYLIGHT OPENING • HORIZONTAL SECTION BILL OF MATERIAL PART A'O. +�t111Y11► - aecw 2 4 5 6 7 8 9 I0 11 12 13 ITEM FRAME 1AMBt • tas.: <. VENT JAMB FALSE MUNTIN EVERT.) VENT BOTTOM GUIDE VENT TOP GUIDE GLASS VENT JANIB WEATHER STRIP VENT HEAD ASSEMBLY SCREW MEETING ASSEMBLY SCREW ROLL FORM GLAZ'G BEAD BLOCK & TACKLE BALANCE DUST PLUG QUANTITY AS REQ'D 1 2 7 4 2 1 EXTRUSION NUMBER n.•_. 1451 -a -. 14 -49 14 -88 14.5018 14-5015 03 - -2010 14-801)3 14 -8002 MB- 059 -10651 14 -2003 MACHINING NUMBER 14 -51 -1 •:.«:.. 14 -49 -1 14 -88 -1 MATERIAL 6063 6063 T -5 6063 T -5 NYLON NYLON STEEL NYLON ALUM. VARIES NYLON REMARKS USED IN CONJUNCTION WITH ITEM 83 88 X I" PPHSMS PILOT POINT 48 X 3/4" PTHSMS "B" OPTIONAL (CAN BE SUBSTITUTED WITH ITEMS 83 & 4) (o r % .'Ylramunnuw► FRAME 0.S.M. SgtegAgitaUgaiMaMtata.§=PN BUCK ' WIDTH 18 1/8 24 25 1/2 23 30 32 36 40 44 43 50 52 I'8 ' • DAYLIGHT OPENING XYi PENT 14 5/3 20 1/2 22 24 4!8 26 4/8 28 1/2 32 1 36 1/2 40 1/2 44 1/2 46 1.2 ' 48 5/8 FIXED 14 5/8 20 4 • 22 24 4 26 4/8 28 4/8 32 4.'8 36 4/8 40 4/8 44 4/8 46 4/8 485.'8 GLASS WID 1 • EA'T 15 1/8 21 22 in 25 27 29 33 37 41 45 47 49 I'8 FIXED 15 1/8 21 22 1/2 25 27 29 33 37 41 45 47 49 I/8 SASH OPENING 15 11/16 , 21 9/16 23 1/16 25 9!16 27 9/16 29 9/16 33 9/16 37 9/16 41 9/16 45 9/16 47 9/16 49 11/16 FRAME O.SAL 19 1/8 25 26 1/2 29 31 33 37 41 45 49 51 53 1/8 1/4 SHIM r SP CE MAX. • - DSYSS AS POI CA7C [GOO ecnsr VARIES Aw.. Dye 1.1.: PJS 10/22/97 Awa..• DF n , O•W �. a /n. 11— Binnings f American Dn.r C1...2 .1 Closer CC^e ls.0 row DA..0 ASSCM9IY I /. 1 W wt.t/YN S.H. ! PA -14 1 2 or B PA -14 SINGLE HUNG HORIZONTAL ASSEMBLY M Number: Pa -1 a1V' —n, A7iTC.i;D ■3 C2M?tYIS2 WITH THE SOOT1I FLORIDA. BUILDING CODE O=TEi u �- Of F2TT Cjfi?.:143L Div.S.OR BJILUN "a C•:CE COMPLIANCE OFFICE ACCEPPTA.4CE NO 1. 102`?. n9 P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 I D..YY. few& 6 I' NT CONSTRUCTION Part Name Material Construction Details Vent Head 6063 T -5 Alum. Butt Joining ,-. .• Vent Sill 6064 T -5 Alum. Butt Joining Vent Jambs 6065 T -5 Alum. Butt Joining Corner Steel #I0 x I" phphpp FRAME CONSTRUCTION Part Nante Material Construction Details Head 6063 T -5 Alum. Butt Joining Sill 6064 T -5 Alum. Butt Joining Jambs 6065 T -5 Alum. Butt Joining Corner Steel 410 x 1" phphpp G/AZ /rV•G A/A TER/AL Alataial :CEA THER - S TRIPPING • -.- J)aantit• DOW Glazing Bead Dccciption Location 2 • 2 Woolpile Vent lamb I Vent Stop Frame Jamb Flap Vinyl Sill 1 2. False hluntin Grid System Flap Vinyl M eeting Rail 2 Dust Plug M eeting Rail( - . G/AZ /rV•G A/A TER/AL Alataial Manufacturer Silicone DOW Glazing Bead Binninm Pan -Am False Munt Frame Binnins Pan -Am Glass 2 HARDWARE Quantity Desciption Location 2 Snap Latch Vent Sill 2 Balances Vent lamb 2 Vent Release Clip Frame lamb 2 Vent Stop Frame Jamb GL4ZING METHOD r I. Snap -in Glazing Bead 2. False hluntin Grid System ( 2 6' rep. 16 1/2" O.C. MAX. TYP. 53 1/8' FFt.AM O.S.V. 52 I/8" BUCK aM. 1 D 1 amoisnw - Rtysca A3 PO CADE CCO-WrY RCOLYrr r......c VARIES � tw.. M C... 1P..t n... It... C.w.s. I 4 3 c1 1! PA -14 SINGLE HUNG CONSTRUCTION w... PJS 11.4..d qv 16 1/2" O.C. MAX. PJS 6" TYP. a.r. 10/22/87, 0 later 6/16/98 tan "mewl NOTE: 1) Maximum spacing for fasteners from the corners is 6" 2) Maximum spacing for fasteners O.C. is 16 1/2." " 3) Quantities at above represent minimwn number of fasteners. Additional fasteners is acceptable. 4) Window ■sidths and window heights on charts above P. are for fastener analysis. Check ssith manufacturer for availabilty of product. 90' FRAME 0.5.M. 89' BUCK DIM. (American Binnings P.O. Box 630038 2805 N.E. 185th Street Miami. Florida 33163 (305)931 -2350 1°'-`r /MEWED AS CDMPLrN3 MTH THE SCOTM FLOAICA CO'LD:NO CODE CATS � t t a t 8r P (f C■F.S ON 6u;LD:N3 CODE CCf6PLIA CE OFFICE ACCEPTANCE No -1 7 /J:7r e PA- 1400 -03 I R.wt.. t..w A J TABLE # GLASS TYPE RIENFORCESIENT SEE DRAWING it's I 3/16" ANNEALED NONE PA- I4DC -04 2 3/16" TEMPERED NONE PA- 14DC -05 3 3/16" TEMPERED STEEL PA- 14DC -06 4 . DSB 1 /3':TEMPERED NONE PA- I4DC -07 5 DSB 1/8 "•ANNEALED NONE PA- I4DC -03 6 SSB 3/32 NONE _ PA- I4DC -03 Window Width Window Heigh (inches) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 40.000 44.000 43.000 49.625 52.000 55.500 57.000 60.000 62.000 64.000 63.000 72.000 73.187 76.625 80.000 84.000 88.000 90.000 18.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33. 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 24.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 25.500 69.33 . 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 28.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 32.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 36.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 40.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.53 66.96 44.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.52 65.03 61.89 60.43 43.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.70 65.39 62.43 59.26 56.39 55.06 50.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 66.95 65.78 62.61 59.78 56.74 53.99 52.72 52.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.14 64.05 62.93 59.90 57.19 54.28 51.66 50.44 54.625 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.17 67.93 66.91 64.84 60.95 59.59 57.00 54.42 51.66 49.16 48.00 f .. _.._..._ .__ ....... Comparative Analysis(Negative Loads) ; Table 111 PA -14 Single Hung Window Negative Design Loads .'^ ." Based on Comparative Analysis with 3/16" Annealed Glass Non.- Structural Test Report: ATLk0514.01 -98 Structural Test Report NI TL616029 %Sindou Width Window Heigh (inches) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 40.000 44.000 43.000 49.625 52.000 55.500 57.000 60.000 62.000 64.000 68.000 72.000 73.187 76.625 80.000 84.000 88.000 90.000 18.1 - 120.00 . 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 24.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 114.41 -93.74 -97.87 -90.75 -87.57 25.500 - 120.00 . 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - I20.00 - 120.00 - 120.00 - I20.00 - 103.09 - 1 - 106.78 -87.49 -91.35 -84.71 -81.74 28.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 119.79 -92.79 - 104.49 -96.11 -78.74 -82.22 -76.24 -73.56 30.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 110.91 -85.92 -96.75 -SS.99 -72.91 -76.13 -70.59 -63.12 32.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 116.59 - 103.27 -79.99 -90.08 -82.86 -67.89 -70.85 -65.73 -63.42 36.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 119.85 - 113.43 - 109.52 - 102.46 -90.75 -70.30 -79.17 -72.82 -59.66 -62.29 -57.76 -55.74 40.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 . 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 113.03 - 110.01 - 106.90 - 101.17 -97.69 -91.39 -30.95 -62.70 -70.61 -64.95 -53.22 -55.56 -51.52 -49.72 44.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 119.47 - 112.94.- 110.65 - 106.52 -99.28 -96.47 -91.31 -33.16 -32.47 -73.05 -56.59 -63.73 -58.62 -48.03 -50.14 -46.50 -44.87 48.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00`- 117.56 - 115.67 - 112.22 - 106.56 - 100.39 -93.21 -95.32 -90.46 -37.90 -83.19 -80.33 -75.15 -66.56 -51.56 -58.06 -53.41 - 43.76 -45.69 -42.37 -40.83 - 50.000 - 120.00 .120.00 - 120.00 - 118.50 - 115.61 -110 - 103.50 - 105.34 - 100.85 -95.11 -92.99 -90.16 -86.52 -84.16 -79.66 -76.91 -71.95 -63.73 -49.37 -55.59 -51.14 -41.90 -43.75 -40.57 -39.15 52.125 - 119.46 - 117.91 - 113.49 - 110.73 - 103.10 - 103.19 - 101.61 -98.71 -94.60 -89.42 -37.21 -84.40 -31.03 -79.81 -76.21 -73.58 -68.84 -60.98 -47.24 -53.19 -48.93 -40.09 -41.86 -38.81 -37.45 54.625 - 110.37 - 103.98 - 105.02 - 102.54 - 100.17 -95.75 - 94.32 -91.70 -36.74 -30.61 -78.51 -75.78 -72.46 -71.26 -69.17 -67.98 -65.51 -53.02 -44.95 -50.62 -46.56 -38.15 -39.83 36.94 -35.64 Comparative Analysis(Positive Loads.) Table IA PA -14 Single Ilung Window Positive Design Loads Based on Comparative Analysts with 3/16" Annealed Glass Non- Structural Test Report: ATLI/0S14.01 -93 Structural Test Report hITL#16029 aM.M u A- ■EYSCa Af K0 OMX CQINi'/ aCnJ[Sl IV pem" PJS aaW 10/22/97 *...4.ed P S a"W /fa /9B 1-I-I-American Binnings IDA Drew C1.... I"" CHART -- M H_ NOTE NSndou widths and uindow heights on charts below are for comparative analysis. Cherik with manufacturer for availability of product CO'-.PLri:o v ::TiI TH SCJTH FINID.? 9LA:so: G CODE DAT = �"L/ • 19 BY P90J1. v3T12 D Y.S. e° ^IDrr CVOE C01 PUAhCE OFFIC Acs -" cr n�q7- 71 69 /g 1f5 ' '1/ /sd P.O. Box 630038 2805 N.E. 185th Street Miami. Florida 33163 (305)931 -2350 IAN c me I S.wPA 1 4 1 COUPwrtAL. • or e SH PA -14 SINGLE HUNG COMPARATIVE ANALYSIS PA- 14DC- 04I a..r,... 1lindo s Width %Vindow Ile ght(inches) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 40.000 44.000 43.000 49.625 52.000 55.500 57.000 60.000 62.000 64.000 68.000 72.000 73.137 18.125 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.90 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 24.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 25.500 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 28.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 30.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 32.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -129.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120 00 - 120.00 - 120.00 - 120.00 - 120.00 36.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 117.94 - 113.40 - 109.20 - 103.01 40.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00,- 120.00 - 120.00 - 120.00 - 120.00 - 119.74 - 117.52 - 114.62 - 110.99 - 109.43 - 106.14 - 104.06 - 102.06 -93.28 -94.77 -93.78 44.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 118.53 - 114.87 - 109.65 - 104.77 - 102.64 -99.83 -96.25 -94.90 -92.49 -91.03 -89.35 -86.16 -33.18 -82.34 43.000 - 120.00 - 120.00 - 116.39 - 113.40 - 110.57 - 105.30 - 103.60 - 100.51 -96.14 -92.14 -90.60 -88.42 -84.97 -83.65 -81.28 -79.86 -78.58 -76.25 -73.71 -72.99 50.000 - 114.75 - 113.22 - 108.86 - 106.14 - 1Q3.55 -93.74 -97.18 -94.35 -90.33 -86.65 -35.23 -83.25 -80.26 -78.97 -76.63 -75.23 -73.96 -71.71 -69.60 -63.93 52.125 - 107.00 - 105.61 - 101.66 -99.18 -96.82 -92.43 -91.01 -83.42 -84.74 -81.10 -79.11 -76.56 - 73.50 -72.39 70.46 -69.35 -68.36 -66.63 -65.34 -65.00 1lindow 11idth 1Vindow• lie ght(inches) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 40.000 44.000 48.000 49.625 52.000 55.500 57.000 60.000 62.000 64.000 68.000 72.000 73.187 18.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 24.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 25.500 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 28.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 32.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 36.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 40.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 44.000..69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 48.000. 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 ' 69.33 69.33 69.33 69.33 69.33 63.04 67.37 50.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.27 66.20 64.25 63.63 52.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 67.84 66.82 65.04 64.01 63.10 61.55 60.32 60.00 TABLEN CLASS TYPE / RIE \FORCE.'IE. \T SEE DRAW INC N's I 3/I6" ANNEALED ' - NONE PA•14DC -04 2 3 /I(, TEMPERED I NONE PA•14DC -03 3 3/16" TEM PERED ' STEEL • PA- 14DC -06 4 DSB us" TEMPERED . NONE PA•140C -07 • 5 DSB I /3" ANNEALEI3 . NONE PA- 14DC •03 6, SSB 3/32" ANNEALED... . • NONE PA•14DC -03 'Comparative Analysis(Positive Load) T ble 2A PA -14 Single Hun ;Window Positiss Design Lands : . Based on Comparative Analysis with 3/16" Tempered Non -- Structural Test Report: ATLk0514.0I -93 Structural Test Report ATL 0401.02 -97R Comparative Analysis(Negative Loads), Table 211 PA -14 Single (lung %%indoor' Negative Design Loads Based on Comparative Analysis with 3/16" Tempered • Non -- Structural Test Report: ATLE0514.01.93 Structural Test Report ATL 040102 -97R A -a^.sm 4 PEA WC COUNTY a_C3E51 A..4,N M. P:5 5 I 14.4 /22/97 .6/16/95 11 indow widths and window heigns on duns below i , : arc for comparative analysis. Check with manufacturer - - -- ' for aradabiltyof product. Binnings D 1 CHART M Numb G?: iCicd FS CVPLY:63 YW:Til THE 3 ^LSP.. E73.o: ::G CO50 �Q 5LTi_.i .i -r/ �y 19'(2_ S r:C'UCIV P.'1_ 0!V.5 0:1 EBi1DIt1G CCOE COMPLIANCE OFFICE ACCEPTANCE No 97- 1627. P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 hal [ f511 1 PA i 4 VW., co uPA r • I SPiitr 5 of 6 PA -14 SINGLE HUNG COMPARATIVE ANALYSIS itaftlown PA - 1400 - I " `"° A Window Width Window E1c ght(inches) 24.000 25.000 28.000 30.000 32.000 36.0b0 37.375 40.000 44.000 48.000 49.625 52.000 55.500 57.000 60.000 62.000 64.000 63.000 72.000 73.137 18.125 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 24.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 123.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 25.500 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 28.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 30.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 32.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 36.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 40.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.06 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 116.64 - 115.42 44.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 118.46 - 116.80 - 113.83 - 112.04 - 109.96 - 106.04 - 102.38 - 101.34 43.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 118.33 - 113.40 - 111.51 - 108.83 - 104.58 - 102.96 - 100.03 -98.29 -96.71 -93.85 -90.72 -39.83 - 50.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 119.61 - 116.12 - 111.IS - 106.64 - 104.90 - 102.46 -98.79 -97.20 -94.32 -92.60 -91.02 -88.26 -85.66 -84.84 52.125 - 120.00 - 120.00 - 120.00 - 120.00 - 119.17 - 113.76 - 112.01 - 103.82 - 104.29 -99.82 -97.36 - 94.22 -90.46 -39.09 - 86.72 -85.35 -84.13 -32.07 -30.42 -30.00 1Nindow Width Window Hetght(inches) 2-1.000 25.000 28.000 30.000 32.000 36.000 37375 40.000 44.000 48.000 49.625 52.000 55300 57.000 60.000 61000 64.000 63.000 72.000 73.187 18.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 24.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 25300 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 28.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 32.000 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 36.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 40.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 44.000. - 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 48.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.04 67.37 50.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.27 66.20 64.25 63.63 52.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 ': 69.33 69.33 69.33 69.33 67.84 66.82 65.04 64.01 63.10 61.55 60.32 60.00 Comparative Analysis(Positive Loader ,F Table 3A PA -I4 Single Hung Window Positive Design Loads Based on Comparative Analysis with 3'16" Tempered and hleeting Rail Reinforcement N on -- Structural Test Report: ATLI0514.01 -98 Structural Test Report ATL 0401.03 -97R Comparative Analysis(Negative Loads) Table 3B PA -14 Single Hung Window Negative Design loads' Based Comparative Analysis with 3/16" Tempered with NIeeting Rail Reinforcement Non-- Stnlctural Test Report: ATL#0514.01 -95 • Structural Test Report ATL 0401.03- TABLE 11 2 3 . 4 6 GLASS TYPE 3116' ANNEALED 3/16" TEMPERED' 3/16" TE? DSBIB"TEMPERED DSB I/r ANNEALED SSB 3/32" ANNEALED RIENTORCEMENT NONE NONE STEEL NONE NONE NONE . SEE DRAWING 9's PA- I4DC -04 PA-140C-03 PA- 14DC-O6 PA-14 DC-07 PA- I4DC -O8 PA• I4DC -0E a....w, A -arnto As rra CK:C Cars rECYCST 1D•1c 10/22/97 i- . 1. j j r - Window widths and window heiEtts on charts below are for co nparativc analysis. Check with manufacturer for availabilty of product. toi rt th7 /PG A?i7 : "8i Rs c • ?LY!EC r,:m THE 7:CW8 FLCF.:Ca 61;!!O::.0 C'9E e;7 er 0:%.S Gt: au:!C.a: CC.F CCMT.!A.'CE GiiICE AC''E " /BC' NO C l/ /hz'7.()c1 F I : American Pinnings P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 Drum MART IAN n..., Irw c.,.1 , It.. ,w 14 [ COMPJN+AL. ( SAN: 6 of 8 PA -14 SINGLE COMPARATIVE ANALYSIS /.N.., lw - M D.sWy Mm.1.n lmmw. t...a Window Width Window ileight(inches) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 40.000 44.000 48.000 49.625 52.000 55.500 57.000 60.000 62.000 64.000 68.000 72.000 73.187 18.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 24.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 25.500 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 28.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 32.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 36.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 40.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 44.00�69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 48.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.04 67.37 50.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.27 66.20 64.25 63.63 52.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 62,33 69.33 69.33 69.33 69.33 67.84 ' 66.82 65.04 64.01 63.10 61.55 60.32 60.00 TABLE N CLASS TYPE RIENFORCEM ENT SEE DRAWING les I 3/16 ANNEALED . NONE PA-I 4DC-04 2 3/I6' TEMPERED f NONE PA-I4DC415 3 3/W TEMPERED STEEL PA-I4DC-o6 . ..I DSB Ur TEMPERED • NONE PA-14DC-07 5 DSB I/8" ANNEALED I. NONE PA-I4DC-o8 6 SSB 3/32' ANNEALED • NONE PA-I4DC-oS 11.4.1 Purl ifyntba." ■ 1Comparative Analysis(Positive Loads) .Table 4A PA-14 Single Hung Window Positive Design Loads Based on Comparative Analysis u ith DSB 1/8" Tempered • Non--Structural Test Report: ATL.4514.01-98 Struct twat Test Report N1T L.416610 Unit A Comparative Analysis(Negative Loads); Table 4B PA-I4 Single Hung Window Negative Design Loads • Based on Comparative Analysis with DSB 1/8" Tempered Non--Structural Test Report: ATLE0514.01-98 Structural Test Report MIL/416610 Unit A Window Width 18.125 24.000 25.500 28.000 30.000 32.000 36.000 40.000 44.000 43.000 '50.000 Window Height(inches) 24.000 -120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -109.16 -94.50 -88.27 25.000 -120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -107.57 -93.21 -87.09 28.000 -120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -103.09 -89.53 -83.74 30.000 -120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -116.64 -100.31 -87.23 -81.65 32.000 -120.00 .120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -113.40 -97.67 -85.05 -79.66 36.060 -120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -107.43 -92.78 -31.00 -75.95 37.375 -120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -105.52 -91.21 -79.70 -74.76 40.000 -120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -119.03 -102.06 -88.36 -77.3) -72.58 44.000 -120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -112.54 -97.01 -84.35 -73.96 -69.49 48.000 -120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -107.46 -92.11 -80.59 -70.88 -66.65 49.625 -120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -105.73 -90.40 -78.96 -69.70 -65.56 52.000 -120.00 -120.00 -120.00 -120.00 -120.00 -120.00 -103.09 -88.17 -76.79 -68.02 -64.04 55.500 -120.00 -120.00 -120.00 -120.00 -120.00 -116.64 -99.15 -85.33 -74.04 -65.36 -61.74 57.000 -120.00 -120.00 -120.00 -120.00 -120.00 -114.68 -97.55 -84.17 -73.00 -64.35 -60.75 52.125 -82.31 -81.24 -78.20 -76.29 -74.48 -71.10 -70.01 -68.01 -65.13 -62.39 -60.85 -5S.89 -56.54 -55.68 60.000 -120.00 -120.00 -120.00 -120.00 -120.00 -110.94 -94.50 -81.65 -71.14 -62.52 -58.95 -54.20 62.000 -120.00 -120.00 -120.00 -120.00 -118.33 -108.58 -92.57 -80.05 -70.02 -61.43 -57.87 -53.35 L 1 - 64.000 -120.00 -120.00 -120.00 -120.00 -115.81 -106.31 -90.72 -73.51 -68.73 -60.44 -56.89 -52.58 t;i;idoy,,,hitiz are fo! carpi analysis Check with matured urer _ for availabilty of predict 68.000 -120.00 -120.00 -120.00 -120.00 -111.09 -102.06 -37.23 -75.60 -66.27 -58.66 -55.16 -51.29 A -ANSED AS PS OW COWAN RECULS7 Brew. /1,/, PJ5 I Dalat 10/22/9 72.000 -120.00 -120.00 -120.00 -116.64 -106.73 -98.14 -84.00 -72.90 -63.99 -56.70 -53.54 -50.26 73.187 -120.00 -120.00 -1 20.00 -115.27 -105.50 -97.03 -83.09 -72.14 -63.34 -56.15 -53.02 -50.00 APPROVED AS COLIPLY!NG WITH THE SOUTH FLO2151 BUILDING CGDE Pf • • es P305UC .TFOL DIVE 7 4.4 t .' CUILDIN1 CZCZ COMPL1ANCE OFFICE ACC.EPTANCE NO C r' )6a IA /j• 71 efi7/F1 Binnings D Pan FI ti P.O. Box 630038 2805 N.E. 185th Street Warn% Florida 33163 (305)931-2350 Orem Mast r eol Clam 1 c&.,..-, 1.14.. 1/1w I 'Met CHART 514 PA-14 COMP.ANAL. 7 of 13 PA-14 SINGLE 'HUNG COMPARATIVE ANALYSIS 11•■■••tm Lawse A 1Sindow width Window¢fe ght(inches) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 40.000 44.000 48.000 49.625 52.000 55.500 57.000 60.000 62.000 18.125 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.09 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 24.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 =120.00 - 120.00 - 117.74 - 113.86 - 107.93 - 100.61 -97.76 -92.53 -39.35 25.500 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 109.90 - 106.28 - 100.75 -93.91 -91.25 -86.37 -33.40 28.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 108.80 -93.92 -95.66 -90.63 -84.53 -82.14 -77.75 -75.07 30.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 111.93 - 100.75 -91.60 -83.58 -33.93 -73.28 -76.07 -72.00 -69.52 32.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 117.23 112.33 - 104.22 -93.81 -85.29 -82.48 -78.19 -72.89 -70.33 -67.04 -64.73 36.000 - 120.00 - 120.00 - 119.89 - 112.90 - 107.05 -93.13 -95.80 -91.60 -32.45 -74.97 -72.50 -68.73 -64.07 -62.56 -58.93 -59.90 1lindow width Window He'ght(inches) 24.000 25.000 23.000 30.000 32.000 36.000 37.375 40.000 44.000 48.000 49.625 52.000 55.500 57.000 60.000 62.000 18.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 24.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 25.500 69.33: 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 28.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 32.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 36.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 Window width window Heigh (inches) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 18.125 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 24.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 113.95 - 109.66 25.500 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 106.35 - 102.36 28.000 - 120.00 - 120.00 - 120.00 - 117.80 - 109.39 -95.73 -92.13 30.000 - 120.00 - 120.00 - 115.16 - 109.08 - 101.29 -88.64 -85.31 32.000 - 120.00 - 120.00 - 110.02 - 101.56 -94.31 -82.54 -79.44 36.000 - 110.06 - 103.26 -96.69 -59.26 -82.89 - 72.54 -69.82 window \114th Window Height(inches) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 18.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 24.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 25.500 69.33 69.33 69.33 69.33 69.33 69.33 69.33 28.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 32.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 36.000 69.33 69.33 69.33 69.33 69.33 69.33 69.30 TABLE GLASS TYPE RIENFORCEMENT SEE DRAWING ir I 3/16' ANNEALED . • NONF. PA- IJDC -W . 2 3/16' TEMPERED • NONE PA- IJDC -0S 3 • 3/16' TEMPERED • • STEEL PA- I4DC -06 4 DSO I/X TEMPERED ; NONE PA- IJDC -07 5 DSB 1/8' ANNEALED . NONE PA- I4DC -08 6 .. SSB 3/32' ANNEALED' ... -. NONE PA-14 DC-08 Comparative Analysis(Positive Loads) .� .., - .: Y ._� - • . 'Table SA PA -14 Single Hung Window Positive Design Loads Based on Comparative Analysis with DSB 1/3" Annealed Non -- Structural Test Report: AT L20514.01 -93 Structural Test Report MTL#16610Unit B Comparative Analysis(Negative Loads) Table 513 PA- 11S ingle HungN∎indow Negative Design Loads Based on Comparatire Analysis with DSB I/8" Annealed Non -- Structural Test Report: ATLk05I4.01 -93 Structural Test Report MTLkI6610 Unit B window %sidths and windowhd}jus on dims below art for mnparai eanalysis. Check with =tufatur r for aslilsbilty of product. . I. :Comparative Analysis(Positive Loads) Table 6A PA -14 S ingle Hung Window Positive Design Loads Based on Comparative Analysis with SSB 3/32" Annealed Non - Structural Test Report: M T Lk 16029 Structural Test Report NITLt1 16610 Unit C RwNM arc Comparative Analysis(Negative Loads) Table 60 PA -11 Single Hung ; Window Negative Design Loads Based on Comparative Analysis with SSB 3132" Aunealcc! Non - Structural Test Report: MTUt16029 Structural Test Report 1%1TIJI6610 Unit C a •ww R - RSrSa M PIA by cow', REOCEST st.r.f.tr Arm N PJS I 10/22/97 n .0 A w I � I A . R T rare Mac I"" [My.r, I vs A - I OYPlWAL.I D.WR /1 R /OR FITAm Binnings P p1 e rican part 1 11 •.+. 4 •e IrwnR..c APP :IM:O AS CC .\PLYING YaTH THE SM+TH FLORIDA 51.11D :N; CODE E! F':. ^5... .,....._ DIVA 03 t3 LGt' : CODE COMPLIANCE 0 riCE ACCEPWICE NO C r,- 167 0 P.O. Box 630038 2805 N.E. 185th Street MlamI. Florida 33163 (305)931 -2350 sR..c e of e PA -14 SINGLE HUNG COMPARATIVE ANALYSIS PA -1 dllf - r,RI s'"'Q A J • MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE T.M. Window & Door Co. 601 N.W. 12th Ave. Pompano Beach FL 33069 The expense of such testing will be incurred by the manufacturer. Acceptance INo.:99- 0902.02 Expires:06 /29/2003 Approved:06 /29/2000 Internet mail address: postmaster @buildingcodeonline.com • NtIAMMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2903 CONTRACTOR LICF.NSINC. SECTION (305) 375 -2527 FAX (305) 375.2553 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375 -2903 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375.2902 FAX (305) 37 2.6339 Series 230 Outs)ving Alum. French Door Iv /Sic /elites(reinforced) under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSI-IEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS I3UILDING CODE PRODUCT REVIEW COtiIMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. IrfrAk .rancisco . Quintana. R.A. Director I of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com T. M. Window Sc Door Com anv ACCEPTANCE No.: 99- 0902.02 APPROVED JUN 2 9 2000 EXPIRES JUN 2 9 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum outswing French door, as described in Sect' Acceptance, designed to comply with the South Florida Building ton 2 of this Notice of Miami -Dade County, for the locations where the pressure requi ements, as detern ined Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION g 2.1 The Series 230 Outswing Aluminum French Door w/ Sidelites (Reinforced) and its components shall be constructed in strict compliance with the following documents: Drawing No PA99230, titled "Series 230 French Door" Sheets 1 through 9 of 9 dated 10-21-99, latest revised on 04-28-00, signed and sealed by Ballard L. Argus, 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 pp roved 3. LIMITATIONS 3.1 This approval applies to single unit application of pair of doors and single door with or without reinforced sidelites, as shown in approved drawings. Single door unit shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The aluminum outswing French doors and its components shall be installed strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this u will re 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 . statement: "Miami -Dade County Product Control Approved ". flowing 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 clearly narked to show the components selected for the proposed installation. Notice of Acceptance, 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. iSk4t I. 1_6 L- Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Division - 2 of 3 T. M. Window & Door Company ACCEPTANCE No.: 99- 0902.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS JUN 2 9 2000 JUN 292003 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 procession. 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 I, 2 and this last page 3. 1 s 1t c.c\ 1, (--8 lshaq I. Chanda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3of3 1'1V1 VV 11NJJU VV CSC 1JUU.I lA) • 601 NW 12 AVE., POMPANO BEACH, FL • Series 230 French /Balcony Aluminum Swing Door System GENERAL NOTES' 1. PRODUCT APPROVAL DRAWINGS ARE BASED ON THE FOLLOWING TEST REPORT SERIES, BY THE CERTIFIED TESTING LABORATORIES: A. TEST REPORT NO. CTLA 136W -6. 12 /03 /96,REINFORCEMENT PACKAGE •'N'. B. TEST REPORT NO. CTLA 136W -5. 12 /04 /96,REINFORCEMENT PACKAGE 'A'. C. TEST REPORT NO. CTLA 136W -4. 12 /07 /96,REINFORCEMENT PACKAGE 'B'. D. TEST. REPORT NO. CTLA 136W- 1,2,3,12 /09 /96,REINFORCEMENT PACKAGE 'C'. SEE DRAWING SHEETS FOR DETAILS OF REINFORCEMENT PACKAGES LISTED ABOVE. 2. DRAWINGS PROVIDE ANCHOR INFORMATION FOR WOOD FRAME AND STRUCTURAL CONCRETE /CBS CONSTRUCTION ONLY. 3. GLASS TYPE REQUIREMENT: A. REINFORCEMENT PKG. 'N'- PROVIDE 1/8' TEMPERED GLASS, OR, 3/16' TEMPERED GLASS MINIMUM. B. REINFORCEMENT PACKAGES 'A','B', AND 'C'- PROVIDE 3/16' TEMPERED GLASS MINIMUM. 4. DOOR MINIMUM HARDWARE REQUIREMENTS: A. FOR DOORS WITH REINFORCEMENT PACKAGES 'N' AND 1. KWIKSET SERIES 400 KEYED ENTRY LOCKSET. GRADE II -ONE 0) EACH ACTIVE PANEL @39 1/2' FROM BOTTOM OF THRESHOLD. 2. KWIKSET SERIES 630 KEYED THUMBOLT DEAD BOLT, GRADE II -ONE 0) EACH ACTIVE PANEL @ 47 3/4' FROM BOTTOM OF THRESHOLD. 3. TM STANDARD FLUSH BOLT LOCK, EXTRUDED ALUMINUM BOLT AND PLASTIC FACE- TWOC2) EACH DOOR PANEL. 4. TM STANDARD BUTT HINGES, EXTRUDED ALUMINUM WITH NYLON BUSHINGS -TWO (2) EACH DOOR PANEL. B. FOR DOORS WITH REINFORCEMENT PACKAGE 'B': 1. KWIKSET SERIES 400 KEYED ENTRY LOCKSET. GRADE II -ONE C1) EACH ACTIVE PANEL e39 1/2' FROM BOTTOM OF THRESHOLD. 2. KWIKSET SERIES 630 KEYED THUMBOLT DEAD BOLT, GRADE II -ONE C1) EACH ACTIVE PANEL @ 47 3/4' FROM BOTTOM OF THRESHOLD. 3. TM STANDARD FLUSH BOLT LOCK, EXTRUDED ALUMINUM BOLT AND PLASTIC FACE- TWOC2) EACH DOOR PANEL. 4. TM STANDARD BUTT HINGES, EXTRUDED ALUMINUM WITH NYLON BUSHINGS -THREE C3) EACH DOOR PANEL. C. FOR DOORS WITH REINFORCEMENT PACKAGE 1. TITAN SERIES 730AX26 DCP KEYED ENTRY LOCKSET -ONE C1) EACH ACTIVE PANEL @39 1/2' FROM BOTTOM OF THRESHOLD. 2. TITAN SERIES 780X26 DCP DEAD BOLT = ONE C1) EACH ACTIVE PANEL @ 47 3/4 FROM BOTTOM OF THRESHOLD. 3. TM STANDARD FLUSH BOLT LOCK, EXTRUDED ALUMINUM BOLT AND PLASTIC FACE -TWO C2) EACH DOOR PANEL. 4. TM STANDARD BUTT HINGES, EXTRUDED ALUMINUM WITH NYLON BUSHINGS -THREE (3) EACH DOOR PANEL. 5. PROVIDE .350' X .300' NOMINAL WEEP HOLES @ 1/2' FROM EACH END OF EACH PANEL THRESHOLD, WEEPING TO THE EXTERIOR, WITH OPEN CELL FOAM PADS. 6. MINIMUM GLASS BITE REQUIRED AS FOLLOWS: TYP, GLASS BITE AT DOOR PANEL = 3/8' ALL SIDES. TYP. GLASS BITE AT FIXED SIDELITE = 1/2' ALL SIDES. 7. ALL STRUCTURAL FRAMING MEMEBERS ARE ALUMINUM ALLOY 6063 -T6. 8. MIAMI, DADE COUNTY APPROVED SHUTTERS ARE REQUIRED FOR INSTALLATION OF THESE HI L_ L_ IF" MATERIAL. NO. 1 2 3 4 5 7 9 10 11 12 13 14 15 20 21 22 28 29 30 33 34 35 36 37 38 39 PART NO. SV28616 SW28615 GV36572 GV36571 GW34601 GV36570 GV36570 GW31826 GV36573 G V30562 SW27646 GW34808 STEEL STEEL STEEL 16 STEEL 17 1225 18 19 1226 GLASS GLASS 4037 3033 24 DP -750 23 GE1002 25 *14 26 1/4' DIA. 27 SER 400 SER 630 STEEL i STEEL STEEL STEEL STEEL STEEL DESCRIPTION FRAME HEAD X AL 6063 -T6 FRAME SILL X AL 6063 -T6 FRAME JAMB X AL 6063 -T6 HINGE STILE x 3' VIDE X AL 6063 -T6 ASTRAGAL STILE X 4' VIDE X AL 6063 -T6 TOP RAIL X 3' VIDE X AL 6063 -T6 BOTTOM RAIL X 3' WIDE X AL 6063 -T6 RAIL W/S ADAPTER JAMB NESTING CHANNEL X AL 6063 -T6 EXTR. ALUM. SNAP -IN GLAZING CHANNEL ALUM FLUSH BOLTS (2 EA. DR. PANEL) EXTRUDED ALUM. ROD HOLDER 3/8' DIA ROUND THREADED RODC2 EA.PANEL) 3/8' HEX NUT (2 EA. THREADED ROD) 3/8' FLAT VASHER (2 EA THREADED ROD) 3/8' LOCK VASHER (2 EA. THREADED ROD) 1/8' GLAZING CHANNEL, VINYL 3/16' GLAZING CHANNEL, VINYL 1/8' THICK FULLY TEMPERED GLASS 3/16' THICK FULLY TEMPERED GLASS ULTRAFAB CENTERFIN WOOLPILE VIBORG BULB VINYL VEATHERSTRIP SILICONE BACK BEDDING 3/4' PLASTIC HOLE PLUG COVER. PAN HEAD S.S. SMS X 1 1/2' PENETRATION TAPCON ANCHOR X 1 3/4' EMBEDMENT KWIKSET KNOB LOCKSET, GRADE II 1 /ACTIVE LEAF,REINF PKG 'N','A','B' KWIKSET DEAD BOLT, GRADE II 1 /ACTIVE LEAF,REINF PKG 'N' ,'A'; B' SER 730 TITAN 730AX26 DCP LOCKSET 1 /ACTIVE LEAF,REINF PKG 'C' SER 780 TITAN 780AX26 DCP DEAD BOLT 1 /ACTIVE LEAF,REINF PKG 'C' 31 ALUM. TM STD. BUTT HINGES 1137888 V/ *37889 -PR D D U C T SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 - BILL - PKG. - PKG. - PKG. - PKG. - PKG. - PKG. - PKG. - PKG. OF MA EL 'N', 'N', 'A', 'A', '3', 1 13 1 , 'C', 'C' DE EL DE EL DE EL DE 32 STEEL 1/8' X 1 1/2' SQUARE TUBE x 71 1 /2'LONG a LOCK STILE (PANEL HT. -21 5/8') TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL Metro Dade Product Approval Index. SERIES 230 FRENCH DOOR GLASS TYPE AS NOTED FILE NO. CONFIG. PA99230 SEE ELEV. Sheet 1 OF 9 `Date: 10 -21 -99 Rev. 4 —28—DO APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF 2 9 1 2 000 BY lst 1. / 1,c,.Yl� PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.?- O 9 0 2.02. X 89' LONG a HINGE STILES (PANEL HT. -4 1/8') .070' X 1 1/2' SQUARE TUBE X FULL LENGTH TOP S. BOTT. RAIL 1/8' X 1 1/2' X 3' RECTANGULAR TUBE X 92' LONG (PANEL HT -1 1/8') 1/8' X 1 3/8' X 2 3/4' X 1 3/8' CHANNELX 95 1/2' LONG (FULL HT.) 1/8' X 2' X 5/8' LEG X 4' LONG 'U' CHANNEL INSIDE VERTICAL MULLIONS, WELDED TO STEEL PLATE 1/8' X 2 3/4' X 12' 3/16' X 1 1/2' SQUARE TUB: X 89' LONG (PANEL HT. - 4 1/8') 3/16' X 1 1/2' X 3' RECTANGULAR TUBE X 92' LONG (PANEL HT. -1 1/8') STEEL 2 EA. 1/8' X 2 3/4' X 1 1/8' LEG X 95 1/2' LONG (FULL HT.) 40 ALUM. CHANNELS NESTED TO FORM TUBE SECTION. ANGLE SILL ADAPTER WITH 1 1/2' LEG. 41 SCREWS FRAME ASSEMBLY,#10X1'P.H.,O.H.S.M.S. 1 e EA. SCREV BOSS. TYPICAL UNITS. AP PRD\/AL_ INDEX TERIALS & GENERAL NOTES. EVATIONS & ANCHOR INFORMATION. TAILS AND COMPARATIVE ANALYSIS EVATIONS & ANCHOR INFORMATION. TAILS AND COMPARATIVE ANALYSIS EVATIONS & ANCHOR INFORMATION. TAILS AND COMPARATIVE ANALYSIS EVATIONS & ANCHOR INFORMATION. TAILS AND COMPARATIVE ANALYSIS TABLE. . TABLE. TABLE. TABLE. al -® Q 0 9_11' 11 ; (1 _1 al 1 0 Q --, N 0 N .fl\ 6 \ \ 43 ° x \ / 1 J (U I!) J 0' fU as Zs' N Cu (TYP X X l X a SINULL JiULLl I L w 1 I M 1JUUbLL 1JUUK 4q ) 4' (TYP.) CTYP.) X z 4' CTYP) ,2. MAX DLO «! / /_ m 1 III I DLO +\ e B' / 2 /� W 11 O scp 1 1 111 I 11 1 X 36' — 7( '�- -- 71 1/2' D.F. --7/ 36' 143 1/2' MAX FRAME WIDTH SINGLE DOOR W/ SIDELITE Y PJ I III 36' 4 37 7/16',1 36' 109 7/16' MAX FR. WIDTH 6. JlIVULL LUUK y 1 4, ,(TYP. AT MAX HEAD c S,L) EACH SIDE 71' 14' ,. CTY . AT I MAXI HEA L SD l) - 7/8' TO HINGE 7/8' / N v N X x f X N ¢ X 4' CTYP.) HINGE HT. TYP. 7 7/8' HINGE HT. TYP. 7 7/8' TO HINGE 4=1 'S CTYP.) NOTES FOR ANCHORS INTO STRUCTURAL CONCRETE /CBS CONSTRUCTION., 1 1 4 )4. 7I' 14• CTYP. AT MAX HEAD t SILL) 37 7/16' MAX FRAME WIDTH DOUBLE DOOR PITH SINGLE SIDELITE EACH SIDE 71' 14' , .CTYP. AT I MAX HEAD 6 � I SILL 1 .1 ` III 1 I11 I 141 ' I - 36' ,' 71 1/2' D.F. 36' 143 1/2' MAX. FRAME WIDTH 1. TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPCON X 1 3/4' EMBEDMENT. 2. MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN THE FRENCH DOOR FRAME AND AND THE CONCRETE /WOOD BUCK.SUBSTRATE = 1/4' 4. MINIMUM 1/4' DIA, TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK = 2 1/2' (10 DIA.) 5. MINIMUM SPACING BETWEEN 1/4' DIA. TAPCONS WITHIN 'ANCHOR GROUP' = 3' (12 DIA.) 6, MINIMUM 1/4' DIA. TAPCON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. 7. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK —UP. 8. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAXIMUM, PER TEST MOCK —UP. ADDITIONAL CLUSTERS OF THREE (3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS: 9; LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND 24' ON CENTER MAXIMUM, PER TEST MOCK —UP. 10. LOCATE ALL HINGE / LOCKSET ANCHORS WITHIN 6' FROM HINGE /LOCKSET CENTERLINE, PER TEST MOCK —UP. 11. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'O(O', OR 'OXXO' CONFIGURATIONS. 12. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 8 AND 9. T � N v N Zr N 4' CTYP.) NOTES FOR ANCHORS INTO WOOD FRAME CONSTRUCTION 1. TYPICAL WOOD FRAME ANCHOR TYPE IS #14 STAINLESS STEEL SHEET METAL SCREW X 1 1/2' PENETRATION. 2. MINIMUM WOOD FRAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN FRENCH DOOR FRAME AND WOOD FRAME SUBSTRATE = 1/4'. 4. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK —UP. 5. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS & 14' O.C. MAX., PER TEST MOCK — UP. ADDITIONAL CLUSTERS OF THREE C3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. 6. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS & 24' O.C. MAX., PER TEST MOCK —UP. 7. LOCATE ALL HINGE /LOCK —SET ANCHORS WITHIN 6' FROM THE HINGE /LOCKSET CENTERLINE, PER TEST MOCK —UP. 8. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. 9. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 5 AND 6. FLUSH BOLT DETAIL �F— P.) 36' 37 7/16' 73 7/16' MAX FRAME WIDTH 3' 7I' 14' ,k -(TYP. AT I MAX HEAD L SILL) VIEWED FROM INTERIOR 1— LL TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 1/8' OR 3/16' TEMPERED GLASS 71 1/2' MAX FRAME WIDTH TEST LAB: CERTFIED TESTING LABORATORIES TEST REPORT NO: CTLA 136W -6 FILE N❑ CONFIG. Sheet: PA99230 SEE ELEV. 2 OF 9 Date: 10 -21 -99 Rev. 4 -28 -00 14' ,} .<TYP. AT MAX HEAD 1. SILL) `t ' in 4Z FALSE MUNTINS MAY BE APPLIED TO GLASSCTYP) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATA Z9 2 ooe BY ISI.A.-� I • L1•4.4.- PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE :CCEPTANCE NO. _y9- (2 902./12 French Door With Sideldes Frame Se XX Configuration = ')OCO' 12" SA_ Width 18" SAL Width 24' SAL Width 36' SAL Width 1 518' Sid 1 518' Sill 1 5/8' Sill 1 5/8' Sill Width x Height + Dp I -Dp + Dp - Dp + Dp - Op +Op -Op 6-0' x 6-8' 53.3 -722 53.3 -72.2 53.3 -08.6 48.9 -553 6-6' x 6-8 53.3 32.0 53.3 -62.0 53.3 -62.0 47.0 -53.8 6-0' x 6'-8' 53.3 - 482 53.3 - 482 53.3 -4.82 45.3 -48.2 6- 6' x 63" 53.3 -31.8 53.3 -31.8 51.5 -31.8 43.9 -31.8 7-0' x 6-8' 53.3 - 21.8 53.3 -21.8 49.8 -21.8 42.6 -21.8 6-0' x 6-0' 432 -58.9 37.5 -49.5 33.3 -42.7 27.7 33.9 6-6 x 6-0' 40.7 33.3 35.6 -47.2 31.8 - 40.9 26.6 42.8 6-0' x 6-0 38.5 - 482 33.9 - 45.1 30.4 -39.3 25.6 -31.7 French Door Wdh Sideldes Frame Sae XX Configuration = 'OXXO' 12 SAL Width 18" SAL Width 24' SAL Width 36' S/L Width 1 5/8' Sill 1 5/8' Sill 1 518' Sill 1 5/8' Sill Width x Height +Op -Op +Dp I -Dp + Op - -Op +Dp - Dp 5'-0' x 6'-8' 53.3 -72.2 53.3 - 72.2 53.3 -68.6 .48.9 -55.9 63' x 6'-8' 53.3 -62.0 53.3 - 62.0 53.3 -620 47.0 -53.8 6-0' x 6'-8- 53.3 -48.2 53.3 - 482 53.3 - 482 45.3 -482 6- 6 x 6-8' 53.3 41.8 53.3 -31.8 51.5 41.8 43.9 -31.8 7-0' x 6-8' 53.3 - 21.8 _, 53.3 - 21.8 4.9.8 -21.8 42.6 -21.8 5'-0' x 8'-0' 432 -68.9 37.5 - 49.5 33.3 -42.7 27,7 -33.9 6-6' x 8-0' 40.7 - 53.3 35.6 -472 31.8 - 40.9 26.6 -32.8 6-0' x 6-0' , _ 38.5 -482 33.9 -45.1 30.4 -39.3 25.6 -31.7 French Door Wrth Sided Frame Sae X Configuration ='XO' or 'OX 12 SAL Width 18' SAL Width 24' SAL Width 36' SAL Width 1 5/6 Sill 1 5J9' Silt 1 5/8' Sill 1 S8 Sill Width x Height +Dp I -Dp +Dp -Dp +Dp J -Dp +Op -Dp 2-8' x 6-8 53.3 ( - 75.9 53.3 -69.6 53.3 -61.7 47.6 -51.2 3-0' x 6'-8' 53.3 ` - 55.8 53.3 -55.8 53.3 - 55.8 45.3 -48.5 3 -4' x 6'-8' 53.3 I - 34.8 53.3 -34.8 50.9 I -34.8 43.4 -34.8 3-0" x 6-8' 53.3 I NA 532 1 NA 4.82 I NA 41.4 NA 2'-8' x 8-0 41.5 - 47.7 362 - 412 32.3 1 -36.3 26.9 -29.7 3-0' x 8'-0' 38.5 - 44.0 33.9 38.4 I 30.4 ( 34.1 25.6 -282 3 -1 1/2 x 8-0' 37.6 I - 42.8 33.1 1 37.4 29.8 1 33.4 25.1 -27.7 French Door Wrth Sideldes Frame Size X Configuration ='OXO' 12' SAL Width 18' SIL Width 24' S/L Width 36 S/L Width 1 5/8' Sill 1 518" Sill 1 518' Sill 1 5/8' Sill Width x Height +Op 1 -Dp +Dp -Op +Dp -Dp +Dp -Dp 2-8' x 6-8' 53.3 1 - 75.9 53.3 -59.5 53.3 -61.7 47.6 4 -512 3-0' x 6-8' 53.3 1 -55.8 53.3 - 55.8 53.3 - 55.8 45.3 -48.5 8-4' x 6-8' 53.3 I -34.8 53.3 -34.8 50.9 -34.8 43.4 -34.8 3 -9' x 6-8' 53.3 I NA 532 NA 482 NA 41.4 NA 2-8' x 8-0' 41.5 - 47.7 36.2 - 412 32.3 -36.3 26.9 -29.7 3-0' x 8-0' 38.5 -44.0 33.9 - 38.4 _ 30.4 -34.1 25.6 -282 3 -1 1/6 x 8-0' 37.6 I - 42.8 33.1 47.4 29.8 -33.4 25.1 -27.7 French Door Frarne Sae XX Cortig = - XX" 1 5/8" Sill Width x Height . +Op I - Dp • 5'-CF x 6-8' 53.3 -722 6-6 x 6-8' 53.3 -62.0 6-0' x 6-8' 53.3 -482 6- 6' x 6-8' 53.3 -31.8 7-0' x 6-8' 53.3 -21.8 6-0' x 6-0' 53.3 -58.9 6-6' x 6-0' 53.0 -53.3 6-0' x 8'-0' 48.9 -482 French Door Frarne Sae X ConIg = 7C 1 518" Sill Wdth x Height +Dp -Dp 2-8` x 6-6 63.3 -75.9 3-0' x 6-8' 53.3 -55.8 3'-4' x 6-8' 53.3 -34.8 3 -9 x 6-8' 53.3 NA 2-8' x 8'-0" 53.3 -57.9 2-0' x 8-0' 53.3 -50.8 3 -1 1/2 x 8-0 53.3 -48.6 EMBEDMENT 1 1/2' t111U11.►.1111f1. - A1 HINGE STILE ACTIVE LOCKS 11 INACTIVE LDCKSTILE M HINGE STILE NMBEDMIsN 1 CONCRETE- 4' TYP. LOCK STILE /8' VINYL /16' VINYL 3' TYP. TYP, DETAIL CONC, CONS, 0 C4 2X P.T. SOUTHERN T'YP, DETAIL PINE FRAMING (MIN) WOOD CONS, 1 /4'MAX.�1 f•-• 36' MAX. SIDELITE WIDTH L7 Z Z . W 1 0_ O • i } r A 2 1/2' LDGE IIIST. CONC. CONS, S712.C1Lir. =CS= • x _ • CONCRETE 3/4' 1/4' a�R x r AATLU.I MOMS MAX. 4. '1 r l I.- --I 0 ALM FLUSH 11 W BOLTS 1 /B' 19 OR 3/16' TEMP. HEAD SILL 0o % n RECOMMENDED 3/4' RECESS (MIN) A : .•. ' EXTRUDED ALUMINUM REINFORCING BAR X 3' AT MEETING STILE ANCHORS. 4' 71 1/2' MAX. FRAME WIDTH (2 PANELS MAX. 34 1/4' WIDE NOM.) 1X P.T. SOUTHERN PINE WOOD BUCK (MIN) EXTERIOR 36' MAX. Comparative Analysis Tables of Allowable for Product Saes Indinted. for CTL Test No. CTLA 135W - T SIM. 6 ( dated I 12/3/96 Tabulated values are the Allowable Design Pressure Rating tor Product Saes and Configurations shown. pst. TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 1/8' OR 3/16' TEMPERED GLASS • TEST LAB'. CERTFIED TESTING LABORATORIES TEST REPORT NO: CTLA 136W -6 FILE NO CONFIG. PA99230ISEE ELEV._ Sheet' 3 OF 9 Date' 10 -21 -9S Rev. 4 -28 -00 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF . ZZ.e -+`e 79 2000 BY i S (s al 1 • Lima ....L.. PRODUCT CONTROL DIV!S:OIi BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. gel =12 _2(2..?. l- 1 /4 'MAX. 1X P.T. SOUTHERN PINE WOOD BUCK <MIN) CONCRETE . 1/8' OR 3/16' TEMP. ID GLASS ce uu wail • • L a,• W • o✓ 0 W h-- X W 1 1 1 1 1 J) I H I I I) II MAX I 0 o ❑ SI M 10 1\ 1 A sa ❑ OF HINGE O \ X\ 0 r/ Q /d 1 �- QF DOOR t1 H r(r ir - 36' -4 37 7/16' `- 109 7/16' MAX rr y FR. 1 r IT 36' WIDTH — 7 LL X z CU -r T (U v N v CU CU '•T N v cu X 2 X X 1 X ¢• • 4' CTYP) 36' ---7( 71 1/2' D.F. 36' 143 1/2' MAX FRAME WIDTH SINGLE DOOR W/ SIDELITE EACH SIDE 0-- `k-CTY CTYP.) S 4' (TYP) 3 L/2' MAX -, DLO 0 J A X ❑ 1 • 7 1' 1 4' ,K a aarvu LC LuUR MAX. HEAD AT S AX. AT SIL L) LL X 1 (U in m 1/4 1/2' TO HINGE 7 7/8' HINGE HT. TYP. OF HINGE 7 8 ' -try DOOR HINGE HT. TIP. 7 7/8' HIN1 HT. 1/2' TO HINGE N :q- cu • CU CTYP.) X 1 X f 1 4' (TYP) NOTES FOR ANCHORS INT❑ STRUCTURAL CONCRETE /CBS CONSTRUCTION. 4 ' CTYP) DOUBLE DOOR VITH SINGLE SIDELITE EACH SIDE 4' �CTYPJ 14 ' ) 6 14EAD R 1 1 I 11 11 1 1 I w l I 11 J J 1, 11MAx. I siLL 10 36' 0 0 11 / / X ® 71 1/2' D F OF HINGE t. OF DOOR '11 11111 Il 11111 1 / 143 1/2' MAX. FRAME WIDTH 1. TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPCON X 1 3/4' EMBEDMENT. 2. MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID' LINES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN THE FRENCH DOOR FRAME AND AND THE CONCRETE /WOOD BUCK SUBSTRATE = 1/4' 4. MINIMUM 1/4' DIA. TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK = 2 1/2' 00 DIA.) 5. MINIMUM SPACING BETWEEN 1/4' DIA. TAPCONS WITHIN 'ANCHOR GROUP' = 3' (12 DIA.) 6. MINIMUM 1/4' DIA. TAPCON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. 7. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. 8. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAXIMUM, PER TEST MOCK -UP. ADDITIONAL CLUSTERS OF FIVE C5) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. ADDITIONAL CLUSTERS OF TWO (2) ANCHORS ARE REQUIRED AT MID - PANEL. 9. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND 24' ON CENTER MAXIMUM, PER TEST MOCK -UP. 10. LOCATE ALL HINGE / LDCKSET ANCHORS WITHIN 6' FROM HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. 11. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. 12. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 8 AND 9. . .NUL . LUUK 4 ,1 - 71' 14' )4 (TYP. A MAX T HEAD L SILL) 1 -37 7/16' MAX FRAME WIDTH H 2 C LL OF HINGE OF DaoR (U ■ ur 0" CU N CU S 1 X NOTES FOR ANCHORS INT❑ WOOD FRAME CONSTRUCTION 1. TYPICAL WOOD FRAME ANCHOR TYPE IS #14 STAINLESS STEEL SHEET METAL SCREW X 1 1/2' PENETRATION. 2. MINIMUM WOOD FRAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN FRENCH DOOR FRAME AND WOOD FRAME SUBSTRATE = 1/4'. 4. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK - UP. 5. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAXIMUM, PER TEST MOCK -UP. ADDITIONAL CLUSTERS OF FIVE (5) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. ADDITIONAL CLUSTERS OF 7W0 (2) ANCHORS ARE REQUIRED AT MID — PANEL. 6. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS & 24' O.C. MAX., PER TEST MOCK -UP. 7. LOCATE ALL HINGE /LOCK -SET ANCHORS WITHIN 6' FROM THE HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. 8. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. 9. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 5 AND 6. FLUSH BOLT DETAIL SINGLE DOOR V /SINGLE SIDELITE AT LOCK STILE. 4 PJ ' II CTYP.) 4' CTYP) 14' ,`H AT SILL) 11111 I Mme I 36' 36' 37 7/16'7 73 7/16' MAX FRAME WIDTH 3' VIEWED FROM INTERIOR OF HINGE OF DOOR TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO" BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH. DOOR GLASS TYPE 3/16' TEMPERED GLASS TEST LAB' CERTIFIED TESTING LABORATORIES TEST REPORT NO' CTLA 136W - 4 FILE NO. CONFIG. PA99230 SEE ELEV. EQ EQ EQ Sheet: 6 OF 9 (TYP, 4' 4' CTYP) Date 10 -21 -99 DOUBLE DOOR 71. 1/2' MAX FRAME WIDTH Rev. 4 -28 -00 14' ,k.CTYP. AT MAX HEAD L Sru APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OATS N Zq�2 By t sc. l - PRODUCT CONTROL DIVtS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 79 - 090 o 2 FALSE MUNTINS MAY BE APPLIED TO GLASS (TYP) OF HINGE ' �F DOOR i � o /4 111±1 / Y 1 l(I 1 1 ' ITMAx.V o- o ii \ . o i / X \\ `© ■ 6 j 10 \ 6 \O STM ,/(D CD - nee vuu 7 If YL / 1 10 i l 11 4--- 36' 4 t- 109 7/16' 1 37 7/16' MAX IIi I I ,le- 36' – 7 FR. WIDTH - LI if ea . , I —.2‘;1•4e. � o /4 111±1 / Y 1 l(I 1 1 ' ITMAx.V o- o ii \ . o 11 1 Y 1 l(I 1 1 ' ITMAx.V 1 1 11 6 j 10 \ 6 \O STM ,/(D 1 10 i l 11 4--- 36' 4 t- 109 7/16' 1 37 7/16' MAX IIi I I ,le- 36' – 7 FR. WIDTH - ru U cu (U <TYP) s 4' • (TYP) 4' (TYP.) l l 1 I' _ - 111 T I 36' 4 71 1/2' D.F. .&- 36' 143 1/2' MAX FRAME WIDTH SINGLE DOOR W/ SIDELITE EACH SIDE 4'— P. AT AD 1. SILL) 14'" t r. A I MAX. HEAD t S�U 2 d L, 7C z 7 7/8' HINGE HT. TYP. 7/8' TO HINGE N cu X z • Q N • 7 7/8' TD HIN 7 7/8' HINGE HT. TYP. 4' CTYP.) NOTES FOR ANCHORS INTO STRUCTURAL CONCRETE /CBS CONSTRUCTION. DOUBLE DOOR VITH SINGLE SIDELITE I II 'I 11 1 36' 71 1/2' D.F. 36' 143 1/2' MAX. FRAME WIDTH TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPOON X 1 3/4' EMBEDMENT. MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. MAXIMUM SHIM SPACE BETWEEN THE FRENCH DOOR FRAME AND AND THE CONCRETE /WOOD BUCK SUBSTRATE = 1/4' MINIMUM 1/4' DIA. TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK = 2 1/2' (10 DIA.) MINIMUM SPACING BETWEEN 1/4' DIA. TAPCONS WITHIN 'ANCHOR GROUP' = 3' (12 DIA.) MINIMUM 1/4' DIA. TAPCON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAXIMUM, PER TEST MOCK -UP. ADDITIONAL CLUSTERS OF THREE (3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND 24' ON CENTER MAXIMUM, PER TEST MOCK -UP. _QCATE ALL HINGE / LOCKSET ANCHORS WITHIN 6' FROM HINGE / LOCKSET CENTERLINE, ' ER TEST MOCK -UP. :LEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS - OR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. .QCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE WITS PER NOTES 8 AND 9. . 14' (TYP. AT X HEAD t SILO MA 37 7/16' MAX FRAME WIDTH EACH SIDE -4'14* ) ,(TYP. AT 1 1 HEAD 1. SILL FLUSH BOLT DETAIL SiNLILE. DOOR v /SINGLE S IDELITE AT LOCK STIR. P.) 4' 14' )(TYP. AT 1 MX. HEAD t SILL) 36' 37 7/16' 73 7/16' MAX FRAME WIDTH NOTES FOR ANCHORS INTO WOOD FRAME CONSTRUCTION I 3 ` / 3' VIEWED FROM INTERIOR FILE NO. CONFIG. PA99230 SEE ELEV. ( U to Qr * Zs N (1 • N CTYPJ X X X 1 4' CTYPJ DOUBLE DOOR ,►GCTYP 1 F{EA ( MAA X O 0 11 tl 71 1/2' MAX FRAME WIDTH AT 1. SILL) FALSE MUNTINS MAY BE APPLIED TO GLASS(TYP) 1. TYPICAL WOOD FRAME ANCHOR TYPE 1S #14 STAINLESS STEEL SHEET METAL SCREW X 1 1/2' PENETRATION. 2. MINIMUM WOOD FRAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN FRENCH DOOR. FRAME AND WOOD FRAME SUBSTRATE = 1/4'. 4. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. 5. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS & 14' O.C. MAX., PER TEST MOCK -UP. ADDITIONAL CLUSTERS OF THREE (3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. 6. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS & 24' O.C. MAX., PER TEST MOCK -UP. 7. LOCATE ALL HINGE /LOCK -SET ANCHORS WITHIN 6' FROM THE HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. 8. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. 9. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 5 AND 6. TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 3/16' TEMPERED GLASS TEST LAB: CERTIFIED TESTING LABORATORIES TEST REPORT NO CTLA 136W - 5 Sheet: 4 OF 9 Dater 10 -21 -99 Rev. 4 -28 -00 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE -e Zl■ Z ad e eY �5 \ • PRODUCT CONTROL OIY'.SION BUILDING CODE COMPLIANCE OFFICE 4CCCPU;1Ct HO. 050 -0 35EoG * STALE CF � • •, Il41)in misto French Door With Sideliites Frame Size XX - Configuration = 'OXXO' 12' SA. Width 18' SA- Width 24' SA- Width 36' S/L Width 1 5/8" Sill 1 5A3' Sill 1 5/8" Sill 1 5/8' Sill Width x Height +Op -Dp +Op -Dp +Op -Dp +Op -Dp 5-0' x 6-8' 53.3 - 722 53.3 - 722 53.3 -68.6 48.9 -55.9 6-5 x 6-8' 53.3 -820 53.3 - 620 53.3 -620 47.0 -53.8 6-0" x 6-8' 53.3 -48.2 53.3 -48.2 53.3 -48.2 45.3 -482 3- 6' x 3-8' 53.3 -31.8 53.3 -31.8 51.5 -31.8 43.9 -31.8 7-0' x 6-8" 53.3 - 21.8 53.3 - 21.8 49.8 -21.8 42.6 -21.8 5'-O x 8-0" 4.32 .58.9 37.5 - 49.5 33.3 -42.7 27.7 -33.9 5'-6' x 8-0' 40.7 -53.3 35.6 -472 31.8 -40.9 26.6 -32.8 6-0' x 8-0' 38.5 -48.2 33.9 - 45.1 30.4 - 39.3 25.6 -31.7 French Door With Side(ites Frame Size XX Configuration = ')O(O' 12" S/L Width 18' SA. Width 24 S/L Width 36' SA_ Width 1 5/8' Sill 1 5/8' Sill 1 5/8" Sill 1 5/8" Sill Width x Height + Dp - Dp + Dp - Dp + Dp - Dp +Dp - - Dp 6-0" x 6-8' 53.3 - 722 53.3 -722 53.3 -68.6 48.9 -55.9 5'-6 x 63" 53.3 ' 520 53.3 - 620 53.3 -620 47.0 -53.8 6-0" x 6-8' 53.3 -482 53.3 - 482 53.3 - 482 45.3 -482 6- 6" x 65' 53.3 - 31.8 53.3 -31.8 51.5 -31.8 4.3.9 -31.8 7-0' x 6-8" 53.3 - 21.8 53.3 - 21.8 49.8 -21.8 42.6 -21.8 6-0' x 8-0' 432 58.9 37.5 -49.5 33.3 -42.7 27.7 -33.9 5-6 x 8-0' 40.7 - 53.3 35.6 -472 31.8 -40.9 26.6 1 - 6-0" x 8-0' 38.5 -48.2 33.9 -45.1 30.4 39.3 25.6 -31.7 French Door With Sid elites Frame Size X Configuration = "0X0" 12' S/L Width 18" SA_ Width 24' SA_ Width 36' SA- Width 1 518' Sill 1 513" Sill 1 5/8' Sill 1 518' Sill r Width x Height +Dp -Dp +Dp -Dp +Dp -Op +Dp -Dp 2-8' x 6`-8' 53.3 - -76.9 53.3 -69.5 53.3 -61.7 47.6 -51.2 3-0" x 6-8' 53.3 -65.8 53.3 - 55.8 53.3 -55.8 45.3 -48.5 3 -4' x 6-8" 53.3 -34.8 53.3 -34.8 50.9 -34.8 43.4 -34.8 2 -9 x 6-8" 53.3 NA. ' 532 NA 482 NA. 41.4 NA. 2-8' x 8-0 41.5 -47.7 362 -412 32.3 36.3 26.9 -29.7 3-0' x 8-0' 38.5 -44.0 33.9 38.4 30.4 34.1 25.6 -282 3 -1 12" x 8 -0' 37.6 -42.8 33.1 -37.4 29.8 �.4 25.1 -27.7 French Door Wrth Sid elites Frame Size X Configuration = "XO' or 'OX' 12" SA- Width 18" SA- Width 24' SA- Width 36" SA_ Width 1 5/8 Silt 1 5/8" Sill 1 518" Sill 1 5/8' Sill Width x Height + Dp 1 - Dp + Dp - Dp + Dp -Dp + Dp - Dp 2 x 6-8' 53.3 I - 75.9 53.3 -69.6 53.3 -61.7 47.6 -61.2 3'-0' x 6-2' 53.3 - 55.8 53.3 - 55.8 53.3 - 55.8 45.3 -48.5 3 -4' x 6-8' 53.3 -34.8 53.3 -34.8 50.9 - 34.8 43.4 I -34.8 3 -9" x 6-8" 53.3 NA. 532 NA 482 NA 41.4 1 NA 2-8' x 8-0" 413 - 47.7 362 -112 323 -36.3 26.9 -29.7 3-0' x 8-0" 38.5 - 44.0 33.9 -38.4 30.4 - 34.1 25.6 -282 6 -1 12" x 8-0' 37.6 1 -428 33.1 I -37.4 29.8 -33.4 25.1 -27.7 French Door Frame Size XX II x BEDMEN I 1 1/2' fl1►l ' 5-0" x 3-8' 53.3 French Door Frame Size XX Config ='XX 15!8' Sill Width x Height + Dp ( - Dp 5-0" x 3-8' 53.3 -722 5'-6' x 6-8' 53.3 1 -620 6-0' x 6'-8" 53.3 -482 6- 6' x 6-8' 53.3 -31.8 7-0' x 6-8' 53.3 -21.8 5'-0' x 8'-0' 53.3 -58.9 5-6" x 8-0' 53.3 -53.3 6-0' x 8-0' 53.3 -482 French Door Frame Size X Config ='X' 1 518' Sill Width x Height + Dp 1 - Dp 2-8' x 6-8' 53.3 -75.9 3-0" x 6-2' 53.3 -55.8 3'4' x 6-8" 53.3 342 3 -9' x 6-8" 53.3 NA 2-8' x 8-0' 53.3 -67.9 3-0' x 8-0' 53.3 -50.8 8 -1 1/2"x 8-0' 53.3 -48.6 NO 1YPIC -IINIM 3F EI 1AXIN 1INIM 1INIMI :XCEP IINIMI .00A7 N CE OCAT ER T DOl DDITII OCAT, 4 01 ]CATE .EVA i IR 'X ]CATE •i. UiU1A.111.111'.1.1' MIN. EMBEDMENT 1 1/2' HINGE STILE 4' TYP. TOP, DETAIL WOOD CONS, 1 /4'MAX. t' w CL r CC Z O fn Q DLO i7 4 • 2X P.T. SOUTHERN PINE FRAMING (MIN) 36' MAX. SIDELITE WIDTH CONC. CONS, 3/16' TEMP. HEAD tz W z SILL TYP. 10 RECOMMENDED 3/4' RECESS (MIN) f � S EXTRUDED ALUMINUM REINFORCING BAR X 3' AT MEETING STILE ANCHORS. 71 1/2' MAX. FRAME WIDTH (2 PANELS MAX. 34 1/4' WIDE NOM.) 1X P.T. SOUTHERN PINE WOOD BUCK (MIN) EXTERIOR Comparative Analysis Tables of Allowable Design Pressures. for Product Sizes Indicated. for CTL Test No. CTLA 136W - ( 5 f dated t 12/4/96 Tabulated values are the Allowable Design Pressure Raang for Product Sizes and Contiguraaons shown. psf. 36' MAX. CONC, CONS, 3' TYP. FZ! -$"k- 1 /4'MAX. 1X P.T. SOUTHERN PINE WOOD BUCK (MIN) TYP, DETAIL CONC, CONS, 3/16' TEMP. GLASS 0 © m ]� 10 a �i1 � f t ( L e � W TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 3/16' TEMPERED GLASS TEST LAB: CERTIFIED TESTING LABORATORIES TEST REPORT NO: CTLA 136W - 5 FILE NO. CONFIG. PA99230 EE ELEV. Sheet: 5 OF 9 Date: 10 -21 -99 Rev. 4 -28 -00 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE_ 2c ,, 0 0 BY PRODUCT CONTROL DIVIS`0N I:U1W 1 G CODE COMPLIANCE OFFICE ACCa: LANCE NO ...1 9 9 0 2.02. 0 rin n vuu 7 )t tt —, ire I MAX. 1 rill IV MAX IlLO 1\ Q9 10 N I f�10 ` f � \ \x\o 1 37 7/16' MAX II{ 1 I ,L- 36' - 7 FR. WIDTH ; 0 U1 1 L —, ire I MAX. 1 o gi 10 1\ Q9 10 N 0 f�10 ` f � o f / / / / 1 37 7/16' MAX II{ 1 I ,L- 36' - 7 FR. WIDTH ; 1 1 U1 1 L I MAX. 1 o gi 10 1\ (1 i X � ) O o \ \O X �/ ® O 1 f 1 1 'L- 36' 4 4- 109 7/16' 1 37 7/16' MAX 1 1 U1 1 L I MAX. 1 o gi 10 1\ (1 o 0- ❑/ Ci o \ \O X �/ ® O 1 f 1 1 'L- 36' 4 4- 109 7/16' 1 37 7/16' MAX II{ 1 I ,L- 36' - 7 FR. WIDTH ; Ze cu of u J r \ Zr • cu x (TYP.) X X x 4' - (TYP.) 4' (TYP.) i 1111 I• I I i III I 36' �( 71 1/2' D.F. / I` -- 36' 143 1/2' MAX FRAME WIDTH SINGLE DOOR W/ SIDELITE EACH SIDE 4'— `k(TY ?.) .21." 14' ) AT HE AD i SILL) 14 .. t Ai MAX HEAD i S to m . N Zr a • CU • 7 7/8' TO HI Na 7 7/8' HINGE HT. TYP. 7 7/8' HINGE HT. TYP. 7/8' TO HINGE X x 4' (TYP.) NOTES FOR ANCHORS INTO STRUCTURAL CONCRETE /CBS CONSTRUCTION. (V Zr N 4' CTYP.) ,? . 4' 14' �LCTYP. AT MAX HEAD 1. SIU-) 1 37 7/16' MAX FRAME WIDTH DOUBLE DOOR PITH SINGLE SIDELITE EACH SIDE ,r 14' (HTYP. AT I MAX EAD i SILL 1 11 1 36 ,' 71 1/2' D.F. 36' 143 1/2' MAX. FRAME WIDTH TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPOON X 1 3/4' EMBEDMENT. . MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. MAXIMUM SHIM SPACE BETWEEN THE FRENCH DOOR FRAME AND AND THE CONCRETE /WOOD BUCK SUBSTRATE = 1/4' MINIMUM 1/4' DIA. TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK = 2 1/2' (10 DIA.) MINIMUM SPACING BETWEEN 1/4' DIA. TAPCONS WITHIN 'ANCHOR GROUP' = 3' (12 DIA.) MINIMUM 1/4' DIA. TAPCON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. LOCATE ALL MEETING ' STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAXIMUM, PER TEST MOCK -UP. ADDITIONAL CLUSTERS OF THREE (3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND 24' ON CENTER MAXIMUM, PER TEST MOCK-UP. ..00ATE ALL HINGE /LOCKSET ANCHORS WITHIN 6' FROM HINGE / LOCKSET CENTERLINE, 3 ER TEST MOCK -UP. :LEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS - OR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. .00ATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE )NITS PER NOTES 8 AND 9. . SiNULE. DOOR Y /SINGLE SIDELITE AT LOCK STILE. AT i SILL.) • N (TYP.) JC X X 2 4' CTYP.) FLUSH BOLT DETAIL 4' P.) 4' 14' 'F-HEAD HAX. 36' % 37 7/16' 73 7/16' MAX FRAME WIDTH NOTES FOR ANCHORS INTO WOOD FRAME CONSTRUCTION 3 ' - 3 ' VIEWED FROM INTERIOR CU to 0■ * 7 N Cu Q N • z X PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 3/16' TEMPERED GLASS ,Y{TYP.) I 1 (TYP.) X X 1 ' I 111 1 4' CTYP.) 71 1/2' MAX FRAME WIDTH 1. TYPICAL WOOD FRAME ANCHOR TYPE IS #14 STAINLESS STEEL SHEET METAL SCREW X 1 1/2' PENETRATION. 2. MINIMUM WOOD FRAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN FRENCH DOOR. FRAME AND WOOD FRAME SUBSTRATE = 1/4'. 4. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. 5. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS & 14' O.C. MAX., PER TEST MOCK -UP. ADDITIONAL CLUSTERS OF THREE C3) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. 6. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS & 24' O.C. MAX., PER TEST MOCK -UP. 7. LOCATE ALL HINGE /LOCK -SET ANCHORS WITHIN 6' FROM THE HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. 8. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. 9. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 5 AND 6. TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL TEST LAB' CERTIFIED TESTING LABORATORIES TEST REPORT NO1 CTLA 136W - FILE NO. CONFIG. Sheet! Date' PA99230 SEE ELEV. 4 OF 9 '.10 -21 -99 5 DOUBLE DOOR 14. )4 HEAD AT MAX. HEAD t SILL) Rev. 4 -28 -00 FALSE MUNTINS MAY BE APPLIED TO GLASSCTYP) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF e'4'(e 2 ?, Z as D aY 1sLG. \ • Ll,e.id- PRODUCT CONTROL OIV €SION BUILDING CODE COMPLIANCE OFFICE 4CCtPEWNC: no 99 Z• z.4 French Door With Sideates Frame Sim XX Configuration = 'OXXO' 1 S/L tdth 18' tdth 24' S Width •• Width 1 5/8" Sill 1 5/8" Sill 1 5/8" Sill 1 5/8' Sill Width x Height +Dp -Op +Dp -Dp +Dp -Op +pp -Op 2-0' x 6-8" 53.3 - 722 53.3 -722 53.3 - 68.6 48.9 -55.9 8-5' x 6.8' 53.3 - 620 53.3 -620 53.3 -62.0 47.0 -53.8 6-0" x 6-8' 53.3 - 48.2 53.3 - 482 53.3 - 482 45.3 -48.2 6- 6" x 6-8' 53.3 -31.8 53.3 -31.8 51.5 41.8 43.9 -31.8 7-0' x 6-8' 53.3 - 21.8 53.3 - 21.8 49.8 -21.8 42.6 -21.8 2-0' x 6-0' 43.2 -58.9 37.5 - 49.5 33.3 -42.7 27.7 -33.9 2-6" x 2-0' 40.7 -53.3 35.6 -472 31.8 -40.9 26.6 -32.8 6-0' x 2-0' 38.5 -4.82 33.9 -45.1 30.4 -39.3 25.6 -31.7 French Door With Sidefdes Frame Size XX Configuration = '>O<O' 12' S/L Width 18` S/L Width 24' S/L Width 36' SAL Width 1 5/8" Sill 1 s/8" Sill 1 5/B' Sill 1 5/8 Sill Width x Height +pp ' -Dp +Dp -Dp +Op - Op +Dp -Dp 2-0" x 6'-8' 53.3 - 722 53.3 - 722 53.3 -68.6 4.8.9 -55.9 2-6' x 6'-8' 53.3 ' - 62.0 53.3 -620 53.3 520 47.0 -53.8 6-0' x 6-8' 53.3 -482 53.3 -482 53.3 -482 45.3 -482 6- 6' x 6-8" 53.3 -31.8 53.3 -31.8 51.5 - 31.8 43.9 -31.8 7-0' x 6-8' 53.3 - 21.8 53.3 - 21.8 4.9.8 -21.8 42.6 -21.8 2-0' x 8'-0' 43.2 -58.9 37.5 -49.5 33.3 -42.7 27.7 -33.9 2S" x 8'-0' 40.7 - 53.3 35.6 -472 31.8 - 40.9 26.6 - 6-0" x 2-Cr 38.5 - 482 33.9 -45.1 30.4 -39.3 25.6 -31.7 French Door With Sidefdes Frame Sim X Configuration ='XO' or 'OX' 12 S/L Width 18- S/L Width 24' S/L Width 36" SAL Width 1 5/8' Sill 1 5/8' Sill 1 5/8" Sill 1 518' Sill Width x Height +Dp ( -Dp +Dp -Dp +Op -Dp +Op -Op 2-8' x 6-8' 53.3 - 75.9 53.3 - 69.6 53.3 -61.7 47.6 -612 3-0' x 8-8" 53.3 - 55.8 53.3 - 55.8 53.3 -55.8 45.3 -48.5 33' x 6-S' 53.3 44.8 53.3 -34.8 50.9 I -34.8 43.4 -34.8 3 -9" x 6'-8" 53.3 NA. 532 NA 482 NA 41.4, NA. 2-8" x 8'-0' 41.5 - 47.7 362 -412 323 -36.3 26.9 -29.7 3-0" x 2-0' 38.5 -44.0 33.9 -38.4 30.4 -34.1 25.6 -28.2 3 -1 12" x 2-0" 37.6 L-42.8 33.1 -37.4 29.8 ( -33.4 25.1 -27.7 French Door With Sidefdes Frame Sim X Configuration ='0X0" 12' S/L Width 18' S/L Width 24' S/L Width 36" S/L Width 1 r/8' Sill 1 518' Sill 1 5/8' Sill 1 5/9" Sill Width x Height +pp F - Op + Dp -Dp +Dp -Op + Dp - Dp 2-8" x 6-8' 53.3 - 75.9 53.3 - 69.5 53.3 -61.7 47.6 -512 3-0" x 2-8' 53.3 55.8 53.3 - 55.8 53.3 - 55.8 45.3 -48.5 3 -4' x 6-8" 53.3 -34.8 53.3 -34.8 50.9 -34.8 43.4 -34.8 3 -9' x 2-8" 53.3 NA 532 NA 482 NA 41.4 NA. 2-8' x 2-0" 41.5 I - 47.7 362 - 412 323 - 36.3 26.9 -29.7 3-0" x 2-0' 38.5 f -44.0 33.9 -38.4 30.4 - 34.1 25.6 -282 3 -1 1/2"x 8' -0' 37.6 1 -42.8 33.1 -37.4 29.8 -0"3.4 25.1 -27.7 French Door Frame Size XX Config = "XX" 1 5/8' Sill Width x Height + Dp -Dp 2-0' x 6-8" 53.3 I -722 8-0' x 2-8' 53.3 1 -62.0 6-0' x 6-8" 53.3 -482 6- 6' x 6-8' 53.3 -31.8 7-0' x 6-8" 53.3 -21.8 5'-0" x 6-0' 53.3 -58.9 2-6' x 8-0' 53.3 -53.3 6-0' x 6-0" 53.3 -482 French Door Frame S¢e X Config ='X' 1 5/8' Sill Width x Height + Op - Dp 2-8' x 6-6' 63.3 -76.9 2-0" x 6'-8' 53.3 -55.8 3 -4' x 6-8" 53.3 -34.8 3 -9' x 2-8' 53.3 NA 2-8' x 2-0' 53.3 -57.9 3-0' x 8'-0" 53.3 -50.8 3 -1 1/2" x 8'-0' 53.3 -48.6 0.13. t 141.E 111.411..11 MIN. EMBEDMENT 1 1/2' P'7 HINGE INACTIVE 4 , LCCKSTILE t'7 HINGE -"" STILE exBED 4 N . 1. .P /4' . 4' TYP. LOCK STILE 3/16' VINYL 3' TYP. TOP, DETAIL WOOD CONS, 1 /4'MAX. 2X P.T. SOUTHERN PINE FRAMING (MIN) rA zyrma=T. MAX. SIDELITE WIDTH CONC. CONS, • z DLO • STMUCTL . CCH:RCTE 36' • 5 CONCRETE • A • • Y 1/4' Aux % RO . MAX. )AR X 7 AT CAD A 1 I Jrt FLUSH AL 1 1 BOLTS TYP. 3/16' TEMP. HEAD tz 0 O W H z SILL TYP. ■ RECOMMENDED 3/4' RECESS <MIN.) • o EXTRUDED ALUMINUM REINFORCING BAR X 3' AT MEETING STILE ANCHORS. 71 1/2' MAX. FRAME WIDTH (2 PANELS MAX. 34 1/4' WIDE NOM.) 1X P.T. SOUTHERN PINE WOOD BUCK (MIN) EXTERIOR 36' MAX. 1 Comparative Analysis Tables of Allowable Design Pressures. for Produ t Sizes Indicated. for CTL Test No. CTLA 136W - 1 5 dated, 12/4/96 1 Tabulated values are the Allowable Design Pressure Rating for Product Sizes and Configurations shown. psf. TYP, DETAIL CONC, CONS, CONC, CONS, `} - 1 /4'MAX. W U z = W4 N 1X P.T. SOUTHERN PINE WOOD BUCK <MIN) 0 W X W 2 W • • \ • • • CONCRETE 3/16' TEMP. GLASS 1/4' MAX. 0 W ? C TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 3/16' TEMPERED GLASS TEST LAB: CERTIFIED TESTING LABORATORIES TEST REPORT NO: CTLA 136W - 5 FILE NO.1 CONFIG. PA99230 SEE ELEV. Sheet: 5 OF 9 Date: 10 - 21 - 99 Rev. 4 -28 -00 APPROVED AS COMPLYING WITH THI SOUTH FLORIDA BUILDING CODE CIATE_ Q..-Z I;Y _a ss►5� 1 ' L PRODUCT CONTROL DIV S °0N UUILUi11G CODE COMPLIANCE OFFICE . CCLPDINCE NO. 9-0/ 0 2 .02. 0 4(z.510 8 1 0 f /10 n i PAxl 1\ e 6 OF ( HINGE \ X x 8-1 ei \° � e O �/ J II �F DOOR 10 c) 1 u� r II IlJJI 1 I II i PAxl 1\ e 0 ❑ HI NGE o 3 O S \ \ 4 X\ O r /0 10 ){ OF / � OF DO ID tl 11 Hai it ' 36' 4 37 7/16',k- "- 109 7/16' MAX 11 FR. i - 'ir 36' • WIDTH cu U) CT U) Zr CU fU 7 . Zr Zr JV cu X X 1 E • X N ¢ N is 4' CTYP.) (TYP.) X X '2' MAX -7 I LI 1 II IIIT1 II 4t-- `t (TY 4' CTYP.) r \® 1 )\ 8' \ X 36' -7( 71 1/2' D.F. - 36' 143 1/2' MAX FRAME WIDTH SINGLE DOOR W/ SIDELITE EACH SIDE J101 01.-C. QJUUJC 14' vCTYP. AT HEAD 1. S jl 2 c tL _ 1/2' TO HINGE ,7 7/8' HINGE HT. TYP. `-- -� OF HINGE 7 8 ' -tat DODR HINGE HT. TYP. 7 7/8' HIN HT. TYP. 4 1/2' TO HINGE 71/ 14' / J, n 1 L) 4 rr T :[ CTYP.) v X N ¢ (TYP.) NOTES FOR ANCHORS INTO STRUCTURAL CONCRETE /CBS CONSTRUCTION. t- Zr N • CU fU 4' 4' CTYP.) a1f`JULL JJUUK 37 7/16' MAX FRAME WIDTH DOUBLE DOUR VITH SINGLE SUDELITE EACH SIDE 11 11 IL 11 ,IC ' 14' ,41401. AT MAX. 1 SILL) 14''14127. AT 11 J I MAX' 1 HE a 11 VIII 'I I I II1I 11 II[1I ' (I I 36' t 71 1/2' D.F. / 36 " - 143 1/2' MAX. FRAME WIDTH 1. TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPCON X 1 3/4' EMBEDMENT. 2. MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID' LINES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN THE FRENCH DOOR FRAME AND AND THE CONCRETE /WOOD BUCK SUBSTRATE = 1/4' 4. MINIMUM 1/4' DIA. TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK = 2 1/2' (10 5. MINIMUM SPACING BETWEEN 1/4' DIA. TAPCONS WITHIN 'ANCHOR GROUP' = 3' (12 DIA.) 6. MINIMUM 1/4' DIA. TAPCON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. 7. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP. 8. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAXIMUM, PER TEST MOCK -UP. ADDITIONAL CLUSTERS OF FIVE <5) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. ADDITIONAL CLUSTERS OF TWO <2) ANCHORS ARE REQUIRED AT MID - PANEL. 9. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND 24' ON CENTER MAXIMUM, PER TEST MOCK -UP. 10. LOCATE ALL HINGE / LOCKSET ANCHORS WITHIN 6' FROM HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. 11. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', '0X0', OR 'OXXO' CONFIGURATIONS. 12. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 8 AND 9. ' DIA.) OF HINGE OF DOOR SINGLE DOOR V /SINGLE SIDELITE AT LOCK STILE. 7 CU cu CTYP.) FLUSH BOLT DETAIL 4' CTYP.) 1 11 J'37 - 36' 7/16' MAX FRAME WIDTH NOTES FOR ANCHORS INTO WOOD FRAME CONSTRUCTION ' 14' HEAD • AT SILU HUI Its 6 l\ SIM 73 7/16' 3 VIEWED FROM INTERIOR OF HINGE OF DOR PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 3/16' TEMPERED GLASS TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL TEST LAB1 CERTIFIED TESTING LABORATORIES TEST REPORT NOs CTLA 136W - 4 FILE NO.1 CONFIG. Sheets Dates PA99230SEE ELEV. 6 OF 9 10 -21 -99 DOUBLE DOOR 14'CTYP. T A MAX. HEAD t SILL) 71. 1/2' MAX FRAME WIDTH 1. TYPICAL WOOD FRAME ANCHOR TYPE IS #14 STAINLESS STEEL SHEET METAL SCREW X 1 1/2' PENETRATION. 2. MINIMUM WOOD FRAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN FRENCH DOOR FRAME AND WOOD FRAME SUBSTRATE = 1/4'. 4. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK - UP. 5. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAXIMUM, PER TEST MOCK -UP. ADDITIONAL CLUSTERS OF FIVE <5) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. ADDITIONAL CLUSTERS OF TWO <2) ANCHORS ARE REQUIRED AT MID - PANEL. 6. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS & 24' O.C. MAX., PER TEST MOCK -UP. 7. LOCATE ALL HINGE /LOCK -SET ANCHORS WITHIN 6' FROM THE HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. 8. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. 9. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 5 AND 6. Rev. 4 -28 -00 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATES Z`7_Z000 81 (S.L l PRODUCT CONTROL DIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 7_9 090 - 4.12 FALSE MUNTINS MAY BE APPLIED TO GLASS (TYP) OF HINGE �F DOOR -•► .1 French Door Wrth Sidelites Frame Size XX Configuration = 'OXXO' 12 S/L Width 18- S/L Width 24" S/L Width 36" SAL Width 3 118" Sill 3 1/8" Sill 3 1/8" Sid 3 1/8" Sill Width x Height + Dp - Op +Dp -Dp +pp -Dp + Dp 1 - Dp 6-0" x 6-8" 80.0 - 1227 80.0 - 1227 80.0 -1227 80.0 -113.8 5'-6 x 6-8 ' 80.0 - 110.9 80.0 - 110.9 80.0 - 110.9 80.0 -108.2 6-0" x 6-8- 80.0 - 1012 80.0 - 1012 80.0 - 101.2 80.0 -101.2 6- 6" x 6-8" 80.0 - 762 80.0 - 762 80.0 - 76.2 80.0 -762 7-0" x 6-8" 80.0 - 52.3 80.0 -523 80.0 -52.3 80.0 -52.3 5'-0" x 6 -0' 80.0 - 100.3 80.0 - 93.6 80.0 -83.7 71.5 -69.9 5-6" x 6-0' 80.0 - 90.7 80.0 -88.0 80.0 - 79.3 68.7 -66.8 6-0" x IT-0" 78.2 -82.8 782 - 82.8 782 -75.2 66.1 -03.9 French Door With Sid efdes Frame Size XX Configuration = ')OCO" 12 S/L Width 18' S/L Width 24' SAL Width 36" S/L Width 3 1/8" 50 3 1/8" 50 3 1/8" Sill 3 118- Sill Width x Height +Dp -Dp +Dp -Op +Dp -Dp +Op -Op 5-0" x 6--8" 80.0 - 1227 80.0 - 1227 80.0 - 12.7 80.0 -113.8 6-0" x 6-8" 80.0 - 110.9 80.0 - 110.9 80.0 - 110.9 80.0 -1082 6-0" x 6-8' 80.0 - 1012 80.0 - 1012 80.0 - 1012 80.0 -1012 6- 6" x 6-8" 80.0 - 762 80.0 - 762 80.0 - 762 80.0 -762 7-0" x 6-8" 80.0 - 52.3 80.0 - 52.3 80.0 -52.3 80.0 -523 5'-0" x 6-0" 80.0 - 100.3 80.0 - 93.6 80.0 -83.7 71.5 -69.9 S-0" x 6-0" 80.0 -90.7 80.0 - 88.0 80.0 - 792 68.7 -66.8 6-0" x 6-0" 782 -328 782 -528 782 - 75.2 66.1 -63.9 French Door With Sidelites Frame Size X Configuration = - 0X0" 1Z SA_ Width 18" S/L Width 24" SAL Width 36 S/L Width 3 1/8" Sill 3 1/8" 50 3 118" Sill 3 1/8" Sill Width x Height + Dp T - Op + Dp -Op + Dp 1 - Dp + Op I - Dp 2-8" x 6-8" 80.0i-126.0 80.0 - 126.0 30.0 1 - 125.3 80.0 -103.8 3 -0" x 6-8' 80.0 1 80.0 - 110.5 80.0 1- 110.5 80.0 -99.3 3'4' x 6-8" 80.0 1 -83.6 80.0 - 83.6 80.0 1 -23.6 80.0 -53.6 3 -9" x 6-8" 80.0 1 X4.8 80.0 - 44.8 80.0 1 -44.8 80.0 -44.8 2-8' x 6-0" 80.0 1 - 98.4 80.0 - 89.8 80.0 1 - 80.7 69.6 -67.8 3"-0" x 6-0" 80.0 1 - 86.3 80.0 - 83.1 78.5 - 752 66.1 -63.9 3 -1 1/Zx 6-0" 80.0 1 -025 _ 80.0 -80.9 76.9 -73.4 64.9 -62.6 French Door With Sidelites Frame Size X Configuration = "XO" or "OX" 12" S/L Width 18' SAL Width 24" S/L Width 36" SA. Width 3 1/8' Sill 3 118" Sill 3 1/8" Sill 3 1/8" Sill Width x Height + Dp - Dp + Dp 1 - Op + Op 1 -Dp + Op f - Op Z-8" x 6-8" 80.0 - 126.0 80.0 - 126.0 80.0 - 125.3 80.0 -103.8 3-0" x 6-8" 80.0 1- 110.5 80.0 -110.5 80.0 - 110.51 80.0 1 -99.3 3 -4 x 6-8" 80.0 1 - 83.6 80.0 - 83.6 80.0 -83.6 80.0 1 -23.6 3 -9" x 6-8" 80.0 1 - 44.8 80.0 - 44.8 80.0 -44.8 80.0 -44.8 Z-8" x 6-0" 80.0 1 - 98.4 80.0 -89.8 80.0 -80.7 69.6 -67.8 3-0" x 8'-0" 80.0 1 - 86.3 80.0 -83.1 78.5 -752 66.1 1 -63.9 3 12" x 8'-0" 80.0 1 -82.5 80.0 _ -80.9 76.9 1 - 73.4 64.9 1 -62.6 French Door Frame Size XX Config ='X)C 3 1/8' Sip Width x Height +Dp - Dp 5'-0 x .6-8" 80.0 -122.7 5-6" x 6-8" 80.0 -110.9 6-0" x 6-8' 80.0 -1012 6- 6" x 6-8" 80.0 -762 7-0" x 6-8" 80.0 -52.3 5'-0" x $-0" 80.0 -100.3 S-6" x 6-0" 80.0 -90.7 6-0" x F-0" 782 -82.8 French Door Frame Size X Config = "X" 3 1/8" Sill Width x Height + Dp 1 - Dp 2-8" x 6-8" 80.0 -126.0 3-0" x 6-8" 80.0 -110.5 3-4" x 6-8" 80.0 -83.6 2 -9' x 6-8" 80.0 -44.8 2-8" x 6-0' 80.0 -98.4 3-0" x 8'-0" 80.0 -86.3 2 -1 1/2" x 6-0" 80.0 -82.5 EMBEDMENT 1 1/2' 4' TYP. 0 3/16' VINYL 2X P.T. SOUTHERN TYP, DETAIL PINE FRAMING <MIN) WOOD CONS, 1 /4'MAX// `" 36' L v' cz DIST. DLO r° CONC. CONS, • MAX. SIDELITE WIDTH • .^"@ . . • p • ,.• CONCRETE A • • 4 1 EXTRUDED ALUMINUM REINFORCING BAR X 3' AT MEETING STILE ANCHORS. INACTIVE LDCKSTILE 4' HINGE STILE 71 1/2' MAX FRAME VIDTH (2 PANELS MAX 34 1/4' VIDE NOM.) ACTIVE LOCKSTILE 4' WOOD BUCK (MIN) ACTIVE LOCKSTIL •1� 71 0 12 VID ® $ i 4ED , � r ��;lll'I HINGE STILE .A JUUtnc:wv EXTERIOR 1 Comparative Analysis Tables of Allowable - Design Pressures. for Product Sizes Indicated. for CTL Test No. CTLA 136W - 1 4 jdatedl 12/7/96 Tabulated values are the Allowable Design Pressure Rating tor Product Sizes and Configurations shown. pst. LOCK STILE } A HINGE STILE 3 ' 36'.. MAX. TYP. `k- 1/ 4'MAX. N cu 1X P. T. SOUTHERN PINE WOOD BUCK (MIN) CONCI CONS, wpw � U r � 3/16' TEMP. GLASS W F-- x w 0 W Z TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 3/16' TEMPERED GLASS TEST LAB: CERTIFIED TESTING LABORATORIES TEST . REPORT NO: CTLA 136W - 4 FILE Nai CONFIG. PA99230 SEE ELEV. Sheet: 7 OF 9 Date' 10 - 21 - 99 Rev. 4 -28 -00 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OATS Z ? aco tar I 1 -1/4c1 . e-1.4u.1� PRUUUCT CCNTROL DIVISION BN CGOMFLU OFF r;CCEPr CE CODE NO =J f '� ANCE 02.ICE 02 I 11 IIUII 11 1 1 111 MPJ I µ i ■ ll �` \ X \ \ // � \O X 71 l/ G 11RA YLI 1 oI l/v flnA u�_l Elle O3 . 1N,EIE 1 I I 11 IIUII 11 1 1 111 MPJ I µ \� r 11 111 II 11 IUII 11 I11 I1 .11' 1 9 © 0 —�� \0 0 X\ ❑ 0 „ OF HINGE /7 =OF DOOR 10 / 0 Q I � I it Irr iii iii Illi�f l it RI f r II 1 36' //' 71 1/2' D.F. f 36 ' --7 ' 143 1/2' MAX. FRAME WIDTH . \� cu i ' CU cu cu Zr • cu cu I X CTYP.) s x 4' (TYP.) SINGLE DOOR W/ SIDELITE EACH SIDE 4 ='. `yC TYPJ 14' "K,C AT c 4' (TYP.) LUUDL� 1JUU . 8. J 1.NULL LIUUK -1. IL(TYP. AT Nax HEAD b S IL 1 Dill l I I Ti 111 11 11111 I I 36' —7( 71 1/2' D.F. — 36' 143 1/2' MAX FRAME WIDTH • CU CU • N • cu CTYP.) X z z X X m _4 1/2' TO HINGE 7 7/8' HINGE HT. TYP. � OF HINC� dF DOayI HINGE HT. TYP. HINGE HT. 7 7/8' TYP. - 4 1!2' TD HINGL 4' —`► `Sr CTYP.) 4' CTYP.) DOUBLE DOOR VITH SINGLE SIDELITE uuut .)1 ,1 4 14' MAX. EAD b L) 4' CTYP.) 1 37 7/16' MAX FRAME WIDTH EACH SIDE NOTES FOR ANCHORS INTO STRUCTURAL CONCRETE /CBS CONSTRUCTION. TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPCOR X 1 3/4' EMBEDMENT. 'IINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER 3F EACH UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. MAXIMUM SHIM SPACE BETWEEN THE FRENCH DOOR FRAME AND THE CONCRETE /WOOD BUCK SUBSTRATE = 1/4' IINIMUM 1/4' DIA. TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK = 2 1 /2' (10 DIA.) IINIMUM SPACING BETWEEN 1/4' DIA. TAPCONS WITHIN 'ANCHOR GROUP' = 3' <12 DIA.), :XCEPT AS INDICATED IN NOTE NUMBER 7 BELOW. IINIMUM 1/4' DIA. TAPCON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. OCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINES, AND 2 3/8' N CENTER MINIMUM, PER TEST MOCK —UP. OCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAX. ER TEST MOCK —UP. ADDITIONAL CLUSTERS OF SIX <6) ANCHORS ARE REQUIRED AT MEETING STILES DOUBLE DOORS AND MULLION JAMBS. DDITIONAL CLUSTERS OF TWO an ANCHORS ARE REQUIRED AT MID — PANEL. OCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND CLUSTERS OF TWO (2) ANCHORS 4' ON CENTER MAX., PER TEST MOCK —UP. )CATE ALL HINGE /LOCK —SET ANCHORS WITHIN 6' FROM HINGE /LOCKSET CENTERLINE, PER TEST MOCK —UP. EVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS DR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. )CATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 8 AND 9. ,or HINGE pF DOOR 7f' M. ' b SILL '•f cu • ,LP ULL 1JLIUx r / JiNliLL J11)CLi IL CU • FLUSH BOLT DETAIL CTYP.) s x 1 1 II11J 1 " 66 ' 4/ 0 0 Y ' I 11 37 7/16' CTYP ,— 36' P.) n 1 LULA J I LLL 71. )6CTYP. AT HEAD & SILL) 73 7/16' / MAX FRAME WIDTH NOTES FOR ANCHORS INTO WOOD FRAME CONSTRUCTION 3 VIEWED FROM INTERIOR OF HINGE - OF DOOR CTY PJ = EQ EQ EQ cu EQ r 0' 4' CTYP.) 1JUUDL."- 1JUUK 14' k(TYP. MAX HEAD 71 1/2' MAX FRAME WIDTH AT & SILL) FALSE MUNTINS MAY BE APPLIED TO GLASS <TYP) { OF HINGE Of DOOR 1. TYPICAL WOOD FRAME ANCHOR TYPE IS #14 STAINLESS STEEL SHEET METAL SCREW X 1 1/2' PENETRATION. 2. MINIMUM WOOD FRAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN FRENCH DOOR FRAME AND WOOD FRAME SUBSTRATE = ' 1/4'. 4. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE, PER TEST MOCK —UP. 5. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS & 14' O.C. MAX., PER TEST MOCK — UP. ADDITIONAL CLUSTERS OF SIX (6) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION JAMBS. ADDITIONAL CLUSTERS OF TWO <2) ANCHORS ARE REQUIRED AT MID — PANEL. 6. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND CLUSTERS OF TWO (2) ANCHORS 24' ON CENTER MAX., PER TEST MOCK —UP. 7. LOCATE ALL HINGE /LOCK —SET ANCHORS WITHIN 6' FROM HINGE /LOCKSET CENTERLINE, PER TEST MOCK —UP. 8. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', 'OX', 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. 9. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 5 AND 6. TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR GLASS TYPE 3/16' TEMPERED GLASS TEST LAB! CERTIFIED TESTING LABORATORIES TEST REPORT NO: CTLA 136W — 1 2,3. Dater 10 - 21 - 99 4 - 28 - 0O Rev. FILE NO. PA99230 CONFIG. SEE ELEV. Sheet! 8 OF 9 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 4 200 PRODUCT CONTROL DIV!S.ON BUILOU;G CODE COMPLIANCE OFFICE LCCEPTANCC NO ?9 94 2- 0 ' FLo• ' %.S TEREO 41ztfuD French Door With Side5tes Frame Sae XX Configuration = "XXO' 12 S/L Width 18' SA- Width 24' S/L Width 36 S/L Width 3 1/8' Sill 3 1/8' Sill 3 118' Sill 3 1/6 SW Width x Height +Dp I - Op + Op - Op + Op -Op + Op - Op 5'-0' x 6-8' 80.0 - 170.7 80.0 - 170.7 80.0 - 170.7 80.0 -120.0 6-6' x 6-8' 80.0 - 148.7 80.0 - 148.7 80.0 - 148.7 80.0 -120.0 6-0" x 6-8' 80.0 -115.7 80.0 -115.7 80.0 -115.7 80.0 -115.7 6- 6 x 6-9' 80.0 - 762 80.0 - 762 80.0 - 762 80.0 -762 7-0" x 6-8' 80.0 -52.3 80.0 -52.3 80.0 - 52.3 80.0 -52.3 5'-0 x 8-0' 80.0 - 141.1 80.0 - 134.7 80.0 - 120.5 80.0 -100.7 5'-6 x 8-0' 80.0 - 128.1 80.0 - 126.7 80.0 - 114.1 80.0 -96.1 6 -0' • x 8-0 80.0 - 115.7 80.0 - 115.7 80.0 -108.3 80.0 -92.0 French Door With Sidelites Frame Size XX - Configuration = '0XXO' 12 SA- Width 18' SA. Width 24' SA. Width 36 S/L Width 3 1/8 Sill 3 1/8 Sill 3 1/8" Sill 3 1/8' Sill Width x Height + Dp - Op + Op - Dp + Op - Dp + Dp - Op 5'-0' x 6-8' ' 80.0 1- 170.7 80.0 - 170.7 80.0 - 170.7 80.0 -120.0 5-6' * 6-8' ' 80.0 -148.7 80.0 - 148.7 80.0 - 148.7 80.0 -120.0 6-0' x 6-8 80.0 -115.7 80.0 -115:7 80.0 -115.7 80.0 -115.7 6- 6 x 6-8' 80.0 - 762 80.0 - 762 80.0 - 762 80.0 -76.2 7-0' x 6-8' 80.0 - 52.3 80.0 - 52.3 80.0 - 52.3 80.0 -52.3 5'-0' x 8-0' 80.0 -141.7 80.0 - 134.7 80.0 - 120.5 80.0 -100.7 5S' x 8-0' ' 80.0 - 128.1 80.0 - 126.7 80.0 - 114.1 80.0 -96.1 6-0' x 8-0' 80.0 - 115.7 60.0 - 115.7 80.0 1- 108.3 80.0 -92.0 French Ooor With Sidelites Frame Size X Configuration ='X0' or '0X 12 S/L Width 18' S/L Width 24' SA. Width 35 S/L width 31/8' Sill 3 1/8' Sill 31)8' Sill 3 1/8' Sill Width x Height + Op 1 - Op + Op - Op + Op 1 - Op + Op 1 - Op 2-8' x 6-8' 80.0 1- 167.6 80.0 - 167.6 80.0 - 167.6 80.0 1-120.0 80.0 ( - 120.0 3 -0' x 6-8' 80.0 1- 133.8 80.0 - 133.8 80.0 - 133.8 3-4 x 6-8 80.0 1 -83.6 80.0 - 83.6 80.0 1 -83.6 80.0 -83.6 T -9' x 6-8' 80.0 1 - 44.8 80.0 - 44.8 80.0 1 - 44.8 80.0 -44.8 2-8' x 8-0' 80.0 1-138.9 80.0 - 129.3 80.0 1 -1162 80.0 -97.6 3-0' x 8 -0 80.01- 121.9 80.0 - 119.7 80.01- 108.3 80.0 -92.0 3 -1 112x 8-0' 80.0 1- 116.5 80.0 - 116.4 80.0 1- 105.6 80.0 1 -90.1 French Door With Sidelites Frame Size X Configuration ='OXO' 12 S/L Width 18' SA- Width 24 3/1. Width 36 SA. Width 3 1/8' Sill 3 1/8 Sill 3 1/8' Sill 3 1/8' Sill Width x Height +Dp 1 -Op +Op - Dp + Op - Dp + Op - Dp 7-8' x 6'-8' 80.0 - - 167.6 80.0 -167.6 80.0 - 167.6 80.0 -120.0 3-0' x 6-8' 80.0 - 133.8 80.0 - 133.8 80.0 - 133.8 80.0 -120.0 3-4' x 6-8" 80.0 1 -83.6 80.0 -83.6 80.0 - 83.6 80.0 -83.6 3-9' x 6-8' 80.0 1 - 44.8 80.0 -44.8 80.0 44.8 80.0 -1.4.8 2-8' x 8-0 80.0 - 138.9 80.0 - 129.3 80.0 1 -1162 80.0 -97.6 3-0 x 8 -0 80.0 - 121.9 80.0 - 119.7 80.0 - 108.3 80.0 -92.0 3 -1 1/2" x 8-0' 80.0 1- 116.5 80.0 - 116.4 80.0 -105.6 80.0 -90.1 French Door Frame Sae )O( Carvig ='XX 31/8' Sill Width x Height + Op 1 - Dp TAT x 6-8' 80.0 -170.7 5-6 x 6-8' 80.0 -148.7 6-0• x 6-8' 80.0 -115.7 6- 6 x 6-8 80.0 -762 7-0" x 6-8 80.0 52.3 5'-0' x 8-0' 80.0 -141.7 5'S' x 8-0' 80.0 -128.1 6-O x 8-0' 80.0 -115.7 French Door Frame Sae X Config ='X' 3 1/8' Sill Width x Height +Op 1 -Dp 2-8" x 6-8' 80.0 -167.6 3-0' x 6-8' 80.0 -133.8 3-4' x 6-8' 80.0 -83.6 3 -9' x 6-2' 80.0 -44.8 2-8' x 8'-o' 80.0 -138.9 3-0' x 8-0' 80.0 -121.9 3 -1 1/Z' x 8-0Y 80.0 -116.5 EMBEDMENT 1 1/2' INACTIVE L0CKSTILE 4 ACTIVE LOCKSTILE 4' HINGE STILE 2X P.T. SOUTHERN T YP, RETAIL PINE FRAMING (MIN) 'lOOD CONS, MIN. 1 /4'MAX. X - DLO 36' MAX. SIDELITE WIDTH CONC. CONS • g -' • CONCRETE • a 1/4' unto K.Ut tow. MAX. DAR X 3' AT rEAD M,Q{]RS 3/16' TEHr Jp HEAD ce W z SILL - RECOMMENDED 3/4' RECESS I HItltx STILE EXTRUDED ALUMINLM REINFORCING BAR X 3' AT MEETING STILE ANO•IRS. 71 1/2' MAX. FRAME WIDTH (2 PANELS MAX. 34 1/4' WIDE NOM.) ®© WOOD BUCK (MIN) EXTERIOR 4' LOCK STILE J, HINGE STILE TYP. TYP. 36' MAX. I Comparative AnatysisTables oI Allowable Design Pressures, IorProdu Sizes Indicated. for CTL Test No. CTLA 136W - 1 1.2.3 1 dated 1 12/9/96 1 Tabulated values are the Allowable Design Pressure Rating for Product Sizes and Con6iguraaons shown. psi. TYP, DETAIL CONC, CONS, `k-1 /4'MAX. IX P.T. SOUTHERN PINE WOOD BUCK (MIN) CONC, CONS, 3/16' TEMP. GLASS CONCRETE • �.e X T 1/4' MAX. TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR <REINFORCED) GLASS TYPE 3/16' TEMPERED GLASS TEST LAB: CERTIFIED TESTING LABORATORIES TEST REPORT NO: CTLA 136W - 1,2,3. FILE NO. PA99230 CONFIG. SEE ELEV, Sheet: 9 OF 9 Date: 10 -21 -99 Rev. 4 -28 -00 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF •( -' 29 2-a 0 BY __i ti . 1.._L LAAL PRODUCT CONTROL DIV!S:Or/ BUILO;NG CODE COMPLIANCE OFFICE ACCEPTANCE NO 99-- 902- A- (Le>4ao � /U„n1 MOO