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WINDOW/DOOR/AWNINGb"/ v/1 / 1 11,-7( Application is hereby evade for the approval of the detailed statement of the plans and specifications herewith submitt - •> f .. the build- ing or other structure herein described. This application is made in compliance and conformity with the Build e • .: ..'- of Miami Shores Village, Florida and all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and 1 rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at budding during progress of the work. peered Chairman ._ Member . _.._ Member .... Council Approved MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Owner's Name and Address.. 'L 11.I � e ti7: Registered Architect and /or Engineer Name and address of licensed contractor oditi k.e.._. ✓ Q !/e1 (off Location and legal description of lot to be built on: Lot_.._......._. Block Subdivision. Street and Number where work is to be ' _ .......__ ._.... m_.. 1 State work to be done and purpose of budding (by flour )..... ...-.A L: gADeal- r _. _._.... Date �? � and for no other purpose. New Building _..._ Remodeling ......................_.. Addition Repairs No. of Stories To be constructed of IUnd of fo unAticn....__._... Roof Covering Estimated Total cost of improvements $ Amount of Permit $ Date ... L.! .A,.... ..__._.. . _.. . ,19 No... ..�., --0 street... Zone cubage required._.. ..._..._._.._...._............_ _._.-- .- •-- ........ -. ._ plan Cubage. Distance to next nearest building_ -.. _.__..Size of Building Lot Maximum live load to be borne by each floor _....... �.._ ._ .._..__..._.._..._..._. X hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to_ .. - -- • - - - -- ---- The undereigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public otice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed un : s permit, as are licensed by Miami Shores Village. Remarks_._. (Stenedi STATE OF FLORIDA, COUNTY OF DADE. J 121 Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- and who, being by me first duly sworn, upon oath deposes and says that he is the . of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. i t Disapproved (Signed) Read, Sworn to and Subscribed before me. Notary Public, State of Florida _ to me well known, Building I • : _j My Commission Expires NINC BOARD-..._ ....... . ........ .._........_DATE __........_...._.......__... _. Member ...__..__._.-- -_.._. _.... .. Member ....._....._..... Member _..........._..._...._ Date Disapproved NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for materials and /or workmanship. h Q tfm Date been obtained from inspection or faulty MIA MI•D PRODUCT CONTROL NOTICE OF ACCEPTANCE Caradco Windows & Doors 201 Evans Road Rantoul ,IL 61866 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0814.05 EXPIRES: 08/31/2006 APPROVED: 09/20/2001 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series - "Car Clad" Aluminum Clad Wood Casement Window - Non - impact & Impact Resistant 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. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COM IITl'EE 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. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 11s045000I\pc200011templates \notice acceptance cover page.dot Internet mail address: postmaster@buildingeodeonline.com is Homepage: http : //www.buildinacodeonline.com ITEM / B3QD. PART NO. DESCRIPTION NATBRIA ILANF. /SUPPL1ER/BOGIAAEB 1 AS READ. CA-03/04 TIMBERSTRAND CARADCO 2 1 I CA -08 I HEAD STOP WOOD I CARADCO 3 2 /SASH - SASH RAIL CINSUL. GLASS) WOOD CARADCO 4 2/ SASH CA -14 SASH RAIL CLAM. GLASS) WOOD CARADCO 5 2/ SASH - SASH STILE CINSUL. GLASS) WOOD i CARADCO 6 2/ SASH CA - 13 SASH STILE (LAM. GLASS) WOAD CARADCO 7 4/ SASH CA -16/17 GLASS STOP CLAM. GLASS ONLY) WOOD CARADCO 8 1 4 CA -18/19 X -JAMB WOOD CARADCO 9 1 CA -05 SILL COVER WOOD CARADCO 10 2/ WINDOW CA -06/07 SIDE STOP WOOD CARADCO 11 .AS READ. P-14 FRAME NOSING 6063 -T5 - 12 1 /MULLION CA -13 MULLIUN CASING WOOD CARADCO 13 I/ MULLION PP25 MULLION CONNECTOR 6063 -T5 CARADCO 14 AS REQD. P52 3/4' GLAZING GASKET CINSUL GLASS ONLY) VINYL CARADCO 15 AS READ. S90 -078 BULB WEATHERSTRIP PVC AT EACH FRAME MEMBER 16 AS READ. PPO LEAF WEATHERSTRIP POLYPROPYLENE AT EACH SASH MEMBER 17 2/ WINDOW - METAL CAM -TYPE SWEEP LOCK STEEL AT 16' FROM EACH END 18 2/ SASH - KEEPERS AT LOCK LOCATIONS STEEL AT ACTIVE SASH 19 1 /SASH - DUAL ARM ROTO -GEAR OPERATOR SYSTEM - AT SILL 20 2/ SASH - RETAINING PINS AT HINGE STILE STEEL AT 20' FROM ENDS 21 2/ SASH - SERIES 14 2 BAR HINGES STEEL TRUTH r TYPICAL ANCHOR 1 PER HINGE TYPICAL ANCHORS ® 6" FROM ENDS— & 12 O.C. 1 BY OR2BY_ WOOD BUCK r -- 08 X 3/4° SMS it 9° O.C. © OO BUTT HINGES AT 7-1/2 FROM TOP & BOTTOM AND AT MID SPAN (SEGMENT HEAD CASEMENT ONLY) 0 r D.L OPG. D.L. OPO. WINDOW WIDTH EXTERIOR O 1/4" MAX. SHIM i i \\ \\\ \ \\\ \\a•. � ;1; I o- TYPICAL ANCHORS -0 6 FROM ENDS & 12" O.C. Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 18557 AUG 0 3 2001 Z co 0 • 0 m N g 0 O a (4 id • v cr 3 o zag z ,„ 0 a C 0 0 rc 0 APPROVED AS CONLYINGINITH THE SOUTH «..,. BY DAT PROD T • OL DIVISION drawing no. BUILDING CODE COMPLIANCE 0 , CE W98-76 ACCEPTANCE NOOk. - Q $ t y V ` ( sheet 3 of 5 0 1 1 Caradco Windows & Doors ACCEPTANCE No.: 01 -0814.05 APPROVED : SEP 2'0 2001 EXPIRES : August 31, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 1021.04, which was issued 01/28/99. It approves a wood casement 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 Ratting values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "Car Clad" Aluminum Clad Wood Casement Window - Non - impact and Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No W98 -76, Sheets 1 through 5 of 5, titled "Car Clad" Wood Casement Window," prepared by Al Farooq Corporation, dated 09/21/98 and revised on 7/10/01, signed and sealed by Humayoun Farooq, 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 and side -by -side installations, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The wood casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 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 Fl • Building Code (SFBC) in order to properly evaluate the installa on I f 's s stem. Manu = Per - z, P.E. Product Cont. xaminer Produ t .ntrol Division 2 4 4 .. ••............ *8 X 3/4° VS 8 9° 0.C. • m _ TYPICAL ANCHORS 6 FROM ENDS 4 , .d .m . 4 BRADS AT 6 0.C. TYP. TYPICAL ANCHORS O 6 FROM ENDS WOOD BUCKS NOT BY CARADCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 08 W000 SCREWS 2 PER SASH 3/4" INSULATED NON— IMPACT GLASS L. 1 BY OR 2 BY MOOD BUCK TYPICAL ANCHORS ,^ @ 6 FROM ENDS 1/8 ANN./TEMP. GLASS 1/2" AIR SPACE 1/8 ANN./TEMP. GLASS 3/8" THICK NOMINAL IMPACT GLASS GLOBE AMERADA P380 WIND —PANE 1/8° CHEM -TEM GLASS .035 URETHANE -PE 399 1/16° POLYCARBONATE LEXAN .035 URETHANE -PE 399 1/8 CHEM -TEM GLASS J #8 X 1 - 1/2° WOOD SCREWS ® 6 0.C. GLASS OPTIONS 1/8 ANN. GLASS .060 POLYESTER —.010 PET - .060 POLYESTER (-1/8 ANN. GLASS #8 X 1 - 1/2° WOOD SCREWS ® 6 0.C. GLASSLAM. SAFETY PLUS IMPACT GLASS .010 PET EXTENDED 3/4 BEYOND GLASS BENT AND SANDWICHED BELOW GLAZING STOP TYPICAL, ANCRORS: A. INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 0 10 SMS WITH 1 -3/8 MIN. PENETRATION INTO WOOD B. INTO 1 BY WOOD BUCKS OR INTO MASONRY 3/16° DIA. TAPCONS WITH 1 -1/4 MIN. EMBED INTO MASONRY APPROVED AS COMPLYING Wt'i h 'fHE SOUTI , ,2Iq tls. ODE OAT, BY //AMT PROD T ► • NTROL DIVISION dr BUILDING CODE COMPLIANCE OFRCE ACCEPTANCE NOC �`0] l y[ • 0 $ ` (sheet 2 of 5 drawing no. W98 =76 FRAME NOSING x 1.784 -- 1.313 2,938 HEAD /SILL /JAMB .563 HEAD STOP .298 .019 I I 2.126 2.072 .396 .434 SASH RAIL (INSULATED GLASS) .298 .019 2.126 2.072 .396 .434 1.116 -1 1.282 1.710 SASH RAIL (LAMINATED GLASS) .298 4 �- 2.126 .434 r SASH STILE (INSULATED GLASS) .5 1 tom-- 2.094 1.156 SIDE STOP .656 2.094 -�I .938 SILL COVER .500 b- 1.688 X - JAMB .6f5 .S 4 -*I .894 GLASS STOP .438 .298 2.126 .434 SASH STILE (LAMINATED GLASS) r .____ 2.656 INT. MULLION CASING MULUON CONNECTOR SASH AND OTHER WOOD COMPONENTS TO BE WHITE PINE OR PONDEROSA PINE. FRAME MEMBERS TO BE TIMBERSTRAND. # 8 X1 -1/4" SCREW -....„.] LEAF WEATHERSTRIP BULB WEATHERSTRIP PENT CORNER FRAME NOSING CORNER FRAME AND VENT CORNERS SEALED WITH BUTYL TAPE SEALANT. BUTYL CAULK USED IN BETWEEN ALUMINUM/WOOD JOINTS. �-- CORNER LOCK _ 2° X 1/2- STAPLES 4 PER CORNER APPROVED AS COMPLYING WITH THE SOUTHA�DA ByiLOtPIG CODE DATE u 401 BY M. i BUILD CODE COMPUANCE OFFICE drawing no. PROD • NTROL DIVISION W98`°.76 ACCEPTANCENO,C)I - c t b'3 ( sheet 4 of 5 t 0 . 5 0 N 1 c 1 v 1 SIGN LOAD CAPACITY - PSF (SIDS /SIDE OR TOP/BOTTOM WINDOWS) OPERATING CASEMENT, FIXED CASEMENT, AWNING OR ANY COMBINATION THEREOF WINDOW DIMENSIONS NON - IMPACT WINDOWS (SHUTTERS DSB- INSULATED REQUI D(P4CP RESISTANT WINDOWS 8/8' LAMMED UM WIDTH CW) HEIGHT CH) EXT. INT, EXT. INT, 15' 20' 25' 30' 35' 40' 45' 50' 55' 40' 140.0 _ 140.0 66.0 80,0 140.0 140.0 66.0 80,0 140,0 140.0 66.0 80,0 140.0 140.0 66.0 80,0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140,0 140.0 66.0 80.0 15' 20° 25' 30' 33' 40' 45° 50' 55' 48' 140.0 140.0 66.0 80.0 140.0 140.0 66,0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 127.1 127.1 66.0 80,0 115.3 115.3 66.0 80.0 114.5 114.5 66.0 80.0 114.5 114,5 66.0 80.0 11465 114,5 66.0 80,0 15' 20' 25° 30° 35' 40° 45° 50' 55° 36° 140.0 140.0 66.0 80,0 140.0 140.0 66.0 80.0 115.2 115.2 66.0 80.0 99.0 99.0 66,0 80.0 88.3 88.3 66,0 80.0 81,0 81.0 66.0 80.0 76.2 76.2 66.0 76.2 73.4 73.4 66.0 73.4 72.2 72.2 66.0 72.2 15° 20° 25° 30° 35° 40° 45° 50' 55° 60° _ 140.0 140.0 66.0 80.0 117.7 117,7 66.0 80,0 96.6 96.6 66.0 80.0 83.2 83.2 66.0 80.0 74,2 74.2 66.0 74.2 68.0 68.0 66.0 68.0 63.8 63.8 63.8 63.8 61.0 61.0 61.0 61.0 59.3 59.3 59.3 59.3 15° 20° 25' 30' 35° 40° 45° 50' 55' 64° 126.4 126.4 66.0 80.0 96,5 96.5 66.0 80.0 78.9 78.9 66.0 78.9 67.7 67.7 66.0 67.7 60.0 60.0 60.0 60.0 54,7 54.7 54.7 54.7 50.9 50,9 50.9 50.9 48.3 48.3 48.3 48.3 46.6 46.6 46.6 46.6 15' 20' 25° 30° 35° 72° 88.4 88.4 66.0 80.0 67.2 67.2 66.0 67.2 54.7 54.7 54.7 54.7 46.6 46.6 46.6 46.6 41.0 41.0 41.0 41.0 WINDOW WIDTH all EXTERIOR CORRUGATED STAPLES ® 6' O.C. WINDOW WIDTH • AVG. WINDOW WIDTH - WI + W2 2 r. 0 . HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16537 TYPICAL ANCHORS (2) AT EACH SIDE OF MULLION AT 3' O.C. TYPICAL ELEVATIONS SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS NOTES; 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF OPERATING CASEMENT, FIXED CASEMENT, AWNING TYPE WINDOW OR ANY COMBINATION OF ABOVE. (WINDOWS WITH IDENTICAL FRAME MEMBERS) 2. FOR OPERATING CASEMENT WINDOW CAPACITY SEE SHEET 1. FOR FIXED CASEMENT OR AWNING TYPE WINDOW CAPACITY SEE THEIR CORRESPONDING NOA. 3. USE SMALLER DESIGN LOAD CAPACITY OF 1 OR 2 ABOVE. APPROVED AS COMPLYING WITH THE SOUTH DE DAT BY PROD CONTROL DIVISION BUIL • . e CODE COMPLIANCE i FILE ACCEPTANCE NOM - OS 14. 0 5 5 co ra O° N Oa 41 � 0 0 an2c4 TIWW Ani- n co C z W 8 0 0 . 0 a . • p. es 1 drawing no. W98 -76 sheet 5 of 5 ) f /2. / / \ / \ V a � /. / \ H 'I WINDOW WIDTH all EXTERIOR CORRUGATED STAPLES ® 6' O.C. WINDOW WIDTH • AVG. WINDOW WIDTH - WI + W2 2 r. 0 . HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16537 TYPICAL ANCHORS (2) AT EACH SIDE OF MULLION AT 3' O.C. TYPICAL ELEVATIONS SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS NOTES; 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF OPERATING CASEMENT, FIXED CASEMENT, AWNING TYPE WINDOW OR ANY COMBINATION OF ABOVE. (WINDOWS WITH IDENTICAL FRAME MEMBERS) 2. FOR OPERATING CASEMENT WINDOW CAPACITY SEE SHEET 1. FOR FIXED CASEMENT OR AWNING TYPE WINDOW CAPACITY SEE THEIR CORRESPONDING NOA. 3. USE SMALLER DESIGN LOAD CAPACITY OF 1 OR 2 ABOVE. APPROVED AS COMPLYING WITH THE SOUTH DE DAT BY PROD CONTROL DIVISION BUIL • . e CODE COMPLIANCE i FILE ACCEPTANCE NOM - OS 14. 0 5 5 co ra O° N Oa 41 � 0 0 an2c4 TIWW Ani- n co C z W 8 0 0 . 0 a . • p. es 1 drawing no. W98 -76 sheet 5 of 5 ) � /. V / / / ® / / \ \ \ \ \ / 0 i / i \ .\ /1/ / /,/,.. / \ / \ / \ / \ / \ / WI _ W2 WINDOW WIDTH all EXTERIOR CORRUGATED STAPLES ® 6' O.C. WINDOW WIDTH • AVG. WINDOW WIDTH - WI + W2 2 r. 0 . HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16537 TYPICAL ANCHORS (2) AT EACH SIDE OF MULLION AT 3' O.C. TYPICAL ELEVATIONS SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS NOTES; 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF OPERATING CASEMENT, FIXED CASEMENT, AWNING TYPE WINDOW OR ANY COMBINATION OF ABOVE. (WINDOWS WITH IDENTICAL FRAME MEMBERS) 2. FOR OPERATING CASEMENT WINDOW CAPACITY SEE SHEET 1. FOR FIXED CASEMENT OR AWNING TYPE WINDOW CAPACITY SEE THEIR CORRESPONDING NOA. 3. USE SMALLER DESIGN LOAD CAPACITY OF 1 OR 2 ABOVE. APPROVED AS COMPLYING WITH THE SOUTH DE DAT BY PROD CONTROL DIVISION BUIL • . e CODE COMPLIANCE i FILE ACCEPTANCE NOM - OS 14. 0 5 5 co ra O° N Oa 41 � 0 0 an2c4 TIWW Ani- n co C z W 8 0 0 . 0 a . • p. es 1 drawing no. W98 -76 sheet 5 of 5 ) Caradco Windows & Doors ACCEPTANCE No.: 01- 0814.05 APPROVED : SEP 2 0 2001 EXPIRES : At 31, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product. (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this ast p Manu . Pere P.E. Product Con N. aminer Produ ' . ntrol Division END OF THIS ACCEPTANCE 3 DESIGN LOAD CAPACITY - PSF WINDOW DIMENSIONS NON- IMPACT WINDOWS DADE COUNTY APPD. IMPACT RESIST. SHUTTERS READ. IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED DSH•INSULATED 1/8" ANN. GLASS DSB- INSULATED 1/8" TEMP. GLASS GLASSLAM SAFETY PLUS 1/8" ANN. GLASS GLOBE AMERADA P380 1/8" CHEM -TEM GLASS WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) . EXT. ( +) INT. ( -) EXT. +) INT. ( -) 17 20 24° 28 30" 38" 32° 100.0 140.0 100.0 • 140.0 66.0. 80.0 66.0 80.0 100.0 140.0 100.0 140.0 66.0 80.0 , 66.0 80.0 100.0 131.6 100.0 140.0 66.0 80.0 66.0 80.0 100.0 116.8 100.0 122.9 66.0 80.0 66.0 80.0 100.0 114.7 100.0 .114.7 68.0 80.0 68.0 80.0 94.5 89.6 100.0 89.6 66.0 80.0 68.0 80.0 17" 20 24 28" 30" 38° 100.0 140.0 100.0 140.0 66.0 80.0 66.0 80.0 100.0 132.7 100.0 140.0 66.0 80.0 88.0 80.0 100.0 111.2 100.0 119.5 66.0 80.0 • 68.0 80.0 . 100.0 102.4 100.0 102.4 66.0 80.0 66.0 80.0 100.0 95.6 100.0 95.6 66.0 80.0 66.0 80.0 85.9 79.7 100.0 79.7 66.0 79.7 66.0 79.7 ' O i 100.0 140.0 100.0 . 140.0 66.0 80.0 66.0 80.0 100.0 117.2 100.0 140.0 66.0 80.0 66.0 80.0 99.0 99.0 100.0 119.5 66.0 80.0 66.0 80.0 89.5 89.5 100.0 102.4 66.0 80.0 66.0 80.0 88.8 88.6 100.0 95.6 66.0 80.0 66.0 80.0 77.9 77.9 100.0 79.7 66.0 70.9 66.0 79.7 36" a 100.0 140.0 100.0 140.0 66.0 80.0 66.0 _ 80.0 100.0 101.7 100.0 140.0 88.0 80.0 68.0 80.0 76.7 78.7 100.0 119.5 66.0 80.0 68.0 80.0 73.1 73.1 100.0 102.4 66.0 80.0 66.0 80.0 70.9 70.9 100.0 95.6 66.0 73.1 66.0 80.0 65.0 65.0 100.0 79.7 57.7 57.7 66.0 79.7 17" 20 24° 28 30 56° 100.0 140.0 100.0 140.0 66.0 80.0 66.0 80.0 97.7 97.7 100.0 140.0 66.0 80.0 66.0 80.0 63.9 63.9 100.0 119.5 66.0 80.0 66.0 80.0 56.9 56.9 100.0 102.4 66.0 70.1 66.0 80.0 54.7 54.7 100.0 95.6 62.5 62.5 66.0 80.0 54.0 54.0 99.3 79.7 '49.4 49.4 68.0 79.7 i a 100.0 140.0 100.0 140.0 66.0 80.0 66.0 80.0 91.8 91.6 100.0 140.0 66.0 80.0 66.0 80.0 59.9 59.9 100.0 119.5 66.0 80.0 66.0 80.0 52.7 52.7 100.0 102.4 65.6 65.6 66.0 80.0 50.8 50.8 97.6 95.6 58.8 58.8 66.0 80.0 50.0 50.0 84.8 79.7 46.0 46.0 66.0 79.7 30 a 100.0 128.2 100.0 140.0 66.0 80.0 _ 66.0 80.0 92.3 92.3 100.0 135.0 66.0 80.0 66.0 80.0 58.1 58.1 100.0 112.5 68.0 80.0 68.0 80.0 46.8 46.8 90.1 96.4 65.5 65.5 66.0 • ' 80.0 47.0 47.0 84.9 90.0 55.5 55.5 66.0 •80.0 17 20 24 28 30 72 98.3 98.3 100.0 134.5 66.0 • 80.0 66.0 80.0 i 88.6 88.6 95.1 . 115.3 66.0 80.0 66.0 80.0 55.6 55.6 80.4 97.4 68.0 80.0 86.0 80.0 41.6 41.6 70.1 84.9 59.5 59.5 68.0 80.0 38.7 38.7 68.0 80.0 52.5 52.5 66.0 80.0 MAX. DESIGN LOADS LIMITED TO 140 PSF L J L J _ _..J. _ 6 MAX. TYP. 1 z T Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 18557 AUG 0 3 2001 n Ir / II II /' 11 11 SURFACE APPLIED MUNTIN OPTIONAL 24 5/16" D.L. OPG. 30 1/8" WINDOW WIDTH TYPICAL ELEVATION TESTED UNIT NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. ANCHORING OR LOADING CONDITION NOT SHOWN IN THESE DETAILS ARE. NOT PART OF THIS APPROVAL. APPROVED AS COMPLYING WITH THE SOUTFt IDa BOIL ODE C OLDIVISION CODE COMPLIANCE OFFICE ACCEPTANCE NOCA'CASIL• O DA E BY PROD BUI -1- 0 a U N 0 0 'c v .o eD 0 '0 0 S-, 0 0 a 1 1 drawing no. W98-76 sheet 1 of 5 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build. ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the i3uilding Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date... �i � 1.._ Own E er's Name and Address V /� ee ¢ �" � 14 � Ai _ No . .... Street.... C ' _..2 S Registered Architect and /or Engineer Name and address of licensed contractor.... L . S - 717 9 ./ tOJ 0x11.1 U • /:23 AZT A 9 0 /4_Goce6 Location s and legal description of lot to be built on: 6 Lot Block 7 Subdivision .....T /' / .ceC..- / Street and Number where work is to be done 5 -E _ N' ' _ 9 2 State work to be done and purpose of building (by floors )...74'1514 GG / G ca • air .0 DC UJ s, /— .° ALE q f t �'c' " w ! O ° 5 J._._ and fo r no other u // purpose. New Bui!ding Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ r4 -4)4 Amount of Permit $.. Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pernanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by hint in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ onl su subcontract n work to be performed under this pennit, as are licensed by Miami Shores Village. A c Remarks (Signed). STATE OF FLORIDA, COUNTY OF DADE. ss APPLICATION FOR BLIILDINO PERMIT MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No..__.__._�..i� Date. _? 3a. 7 Read, Sworn to and Subscribed before me. Disapproved .. Date.. (Signed) � ....... . ... Bu.ilding Inspector / ' y.. Commission Expires Notary Public, State of Florida 2. to me well known, PLAI)*JINC BOARD _.._ DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re in >pection fee of $1.00 will be charged when such re - inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION I Small FORM 600C -97 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Additions, Renovations & Building Systems Department of Community Affairs Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 600C-97 for additions of 600 square feet or less, site- installed cot,ponents of manufactured homes, and renovations to single and multifamily residences. Alternative methods are provided for additions by use of Form 6008 -97 or 600A -97. PROJECT NAME: AND ADDRESS: ' Eer Me,ao5Ket/ 3i0 A(6 9z sT • MIAMI SHMEE5, FL 39138 OWNER: e we/ a rtio u Amezzaty BUILDER: aBQG6 /RIMS ea/SrealleAl PERMITTING OFFICE: PERMIT NO. 11.111111 CUMATE ZONE: 70889❑ JURISDICTION NO.: L213141410101 SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C -1, 6C -2 and 6C-3 apply only to the components of the addition, not to the existing building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must_ meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of the building). Prescriptive requirements in Tables 6C -1 and 6C -2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES MD BUILDINGS. City ate- installed components and features are covered by this form. BUILDING SYSTEMS Comply when complete new system is istaled. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6.. Glass area and type:. a... Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) : e. ; Concrete, common (R- value) 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) IN}. LAwS -A .6. 5ps.CE 2. Wood frame (Insulation R- value) c.' Marriage Walls of Multiple Units* (Yes/No) 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single asse ly (Insulation R- value) • 11. Cooling systen (Types: central, room unit, package terminal A.C., gas, existing, none) • 12. Heating systen? (Types: heat pump, elec. strip, natural gas, L.P. gas, gas h.p., room or PTAC, existings�none) ✓ 13. Air Distribution Systen1 I . a. Backflow damper or single package systems* (Yes/No) b. Ducts on marriage walls adequately sealed* (Yes/No) 14. Hot water system: , ;"\ (Types: elec., natural gas, other, exIstmg; done) `'r D ertains to manufactured homes with site installed iompi onents. Ihereb -•'• I. e•tans 'eci':. complia .:r.�_� •,,,.`` PREPARED BY: I hereby certify OWNER AGENT: e. t y;. bull• g'� ••.,. J.�r • ■1■IntirarrI■ia • 11 11 ti•( by the calcula ion ar in DATE: e Florida Energy {) DATE - 1 - • 1. A.ppl ftOY 2. SI tdil:rl,E Fjov'tt.' 3. . 4.' 2&.1 S� 5. l' -G" Single Pane Double Pane 6a. - sq. ft. sq. ft. 6b. G O sq. ft. sq. ft. 7. 2 3 R io T12-6 i no hGa$ 8a. R= 42"3.) o nr a l Lia ft. 8b. R= 8c. R= 8d. R= 8e. R= sq. ft. sq. ft. sq. ft. sq. ft. 9a -1 R= 7.34 I n I sq. ft. 9a -2 R --• sq. ft. 9b-1 R= (. .04 2.640 s ft. 9b-2 R= sq. ft. 9c 10a. R= Sf, Z(vI sq. ft. 10b. R sq. ft. 11. Type: E.1. d' SEER/EER: I Z -D 12. Type: (Lk. 'MP? HSPF /COP /AFUE. 13a. 13b. 14. Type: PJ l A (porve.. ti5eD EF: In ACettton/ Review of plans and specifications covered by this catadation ihdcates comps with the Ronda Energy Code. Before construction is completed.lhis bulking Abe inspected toraxmplance in accordance with Section 553.908, F.S. BUILDING OFFICIAL: • • DATEi Revised 1998 Maximum percentage glass to floor area allowed is selected by type, overhang length, and shading coefficient. Maximum% = Ins % = GLASS TYPE, OVERHANG, AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED INSULAI INSTAU UP TO 20% • UP TO 30% UP TO 40% UP TO 50% Concrete Block Frame, 2" x 4" Frame, 2" x 6' Common, Frame Common, Masonry Single Double Single • Double Single Double Single Double OH - - ' OH -•SC. • . OH: SC OH - SC OH - SC OH - SC OH -SC OH - SC 1% 1.0 ° 0"- .86 0"- .90 • , - • •2" -.1.0 -.8. -.65 1% .90 0"- .70 3"- 1.0 2"- .86 1" -.65 0"-.45 2"- .90 1"- .70 0" -.50 4" -1.0 3" -.86 2" -.65 1"-.45 0" -.35 3 "- .90 2"- .70 1" -.50 0"-.40 SHGC or SC may be obtained from the manufacturer. Single clear SC = 1.0, double clear SC = .90, and single tint SC = .86. SHGC _ .87=SC HSPF/ = TABLE 6C-3 1 MINIMUM REQUIREMENTS FOR ALI. PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks - . 606.1.. To be caulked, gasketed, weather - stripped or otherwise sealed. Exterior Windows & Doors 606.1 lylax. 0.3 cfm/sq.ft. window area; .5 cfm/sq.fL door area. EF = .88 EF = .54 EF • = .54 Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. EF = Recessed Lighting 606.1 Type IC rated with no penetrations (two alternatives allowed). Multi -story Houses - • 606.1 : Air barrier on perimeter of floor cavity between• floors.. ••, - • . Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, exCept for combustion devices with integral exhaust ductwork. 1 Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Water Heaters • o , , 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming - Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a . pump timer. Gas spa & pool heaters must have minimum thermal efficacy of 78%. - Hot Water Pip1s, •• .• 612.1•. Insulation is required for hot water dreulating systems (including heat recovery unllts). Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. HVAC Duct Construction, Insulation & Installation -610.1 • ' • All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R -6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. COMPONENT MINIMUM INSULATION INSULAI INSTAU EQUIPMENT MINIM ERRCTENCY ED INSTALLED EFFICIENCY WALLS Concrete Block Frame, 2" x 4" Frame, 2" x 6' Common, Frame Common, Masonry R -5 R -11 R -19 R -11 R -3 g° S . Central A/C - Split - Single Pkg. . Room unit or PTAC - SEER = 10.0 SEER - = 9.7 • EER = - 8.5' SEER = SEER = EER = • SPACE HEATING Electric Resistance . Heat pump - Split ' - Single Pkg. Room unit or PTHP Gas, natural or propane Fuel Oil ANY HSPF ' = 6.8 HSPF = 6.6 COP = 2.T AFUE = .78 AFUE = .78 HSPF = CEILINGS Under Attic Single Assembly; Enclosed Frame Metal Pans Single Assembly; Open Common, Frame R -30" - R -19 R -13 R -10 R -11 HSPF = HSPF/ = COP AFUE = FLOORS Slab-on-grade Raised Wood Raised Concrete Common, Frame • No Minimum R -11 a • ' .R-5 . , :. • R -11 . 1� AFUE = - ' Electric Resistance Gas; Natural or L.P. • Fuel 011 • EF = .88 EF = .54 EF • = .54 EF = EF = Iona In unconditioned space In conditioned space R -6 No minimum V EF = TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR.GLASS AREAS IN ADDITIONS ONLY Climate Zones 7 8 9 TABLE 6C-1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. FL and Lass), RENOVATIONS TO EXISTING BUILDINGS AND SGE INSTALLED COMPONENTS OFMANUFACTIIRED HOMES. * See Table 8-3. 6-7 GENERAL DIRECTIONS: - 1. On Table 6C-1 indicate the R -value of the insulation being added to each component and the efficiency lever of the equ le Well Mtged. All R- values aMetr+aeedes instaaed met. rea meeto ed th nataaohues listed. Components and egtipment nether being added/hor renovated may be left blank. r / rr� r, ,; - 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as follows. Total the areas of all Os imams( s�dnaj *as doors and glass door panels. Doyle the area daft non - vertical vertical roof glass and ar .d to the previoustotai. When glass in existing exterior walls is bang removed or endosed by the adeon, an amount equal to the tdts1 area glass maybesvbhacted from the total glass area. Divide the adjusted glass area total byte condtioned floor area of the addition. Multiply by 100 to get the percent. And the farthest gtatis pe h ope rage finderlvhich x ca�lated pen ge fats an Table 6C-2. Presr Ives are given by the type of glass (Single or Double pane) and the overhang (OH) paired with a shading coefficient (SC). For a given glen tyRe and overthang, tore shading caet6cent allowed is speared. Actual glass Windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang an shad'mg iegieremertspnTaEle 6G2 AO new glass it to addition m u s t meet the requirement f o r one of the options in the glass percentage category you indicated. The overhang (OH) dfster n is measured e peritenclicularty . f i r s to f a c e of the g l a s s pointdirh ly under the o u t e r m o s t edge of the overhang. . • ' .1� !:r• •.fi. + ` .. • 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and shading coef icierd may'b w e used for glass areas Sidh are der t at Lea9 a t olootoverhang and dnse towest edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet This criteria must be ether single -pas tinted, dorrdevana dear or doubtione tided • 4. BUILDING SYSTEMS. Comply when n e w system is lnstailed for system installed.. . , -. • ' ((tit) i q tY ` ` `t Y , 6. Read 'Minimum Requirements for Small Additions and Renovations°, Table 6C-3, and dwelt al applicable Edits: ..t '-r,,.c,r,,,f /r /, t, t 1.16H PIGW.ED pit-o5H ► 1 A , c PE` H ' te>( =1� N4J 2 stRl t'ut L t x 12 t"t< 4 3Q�IZ ce48 G. , �i'1�1GGV vIN 1H 0�4 AMU — IN i*H• 1 v 1- 1Art"4I4' - /!x4.1 - * 5A+fe • 0 J [l / — MA-Mt4 pc k,`i' ITV _. T11.- oti . _. -_- d c, r.r1NG Peb - -- W4L E. 4 7/4 1 '004' 14" cr. Fes, vE rt -' 1-141 t 1400. .4 p ro 14 vu I fvl t iG01 ( 4 J) I& _d NAM - f " -4 I N{'."} -} I/19 6:f -I '•}/ 4 it FP RfaiN 4- POI, . INSt1L - r j Nest 'Ma PI,O01 •t ' FGUI W f 13.e t .1 c 11tG Date ' • I Scale Drawn Job Sheet 1 o .. MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Approved:01 /28/1999 Internet mail address: postmaster@buildingcodeonline.com MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Caradco Windows & Doors 201 Evans Drive Rantoul IL 61866 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 "Car Clad" Aluminum Clad W od Casement Window - Lnpact & Non Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 1021.04 (Revises No.: 98- 0728.08) Expires:08 /31/2001 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375 -2558 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 Dade County, Florida under the conditions set forth above. •rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Ilomepage: http : / /www.huiidingcodeonline.conm ' Caradco Windows & Doors ACCEPTANCE No.: 98- 1021.04 APPROVED JAN 2 8 1999 EXPIRES : August 31, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises the Notice of Acceptance No. 98- 0728.08, which was issued 09/24/98. It approves a wood casement 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. 2. PRODUCT DESCRIPTION 2.1 The "Car Clad" Aluminum Cladding Wood Casement Window - Impact Resistant and Non - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No W98 -76, titled "Car Clad" Wood Casement Window" Sheets 1 through 5 of 5, dated 09/21/98, signed and sealed by Humayoun Farooq, 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 and side -by -side installations, as shown in approved drawings. 4. INSTALLATION 4.1 The wood casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 of 3 Manu Perez, P.E. Product C Produc "ontrol Division 1 Examiner Corajdco W4)0ktyl i oors ACCEPTANCE No.; 9R 1021.04 APPROVED JAN 2 8 EXPIRES : August 31, 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted 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. S. 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. Manuel Pe y z, P.E. Product Contrel1 l aminer Product Cd� Division END OF THIS ACCEPTANCE 3 of 3 DESIGN LOAD CAPACITY - PSF WINDOW DIMENSIONS WIDTH 17' 20' 24' 28' 30' 36' 17' 20' 24' 28' 30' 36' 17' 20' 24' 28' 30' 36' 17' 20' 24' 28' 30' 36' 17' 20' 24' 28' 30' 36' 17' 20' 24' 28' 30' 36' 17' 20' 24' 28' 30' 17' 20' 24' 28' 30' HEIGHT 32' 36' 40' 48' 56' 60' 64' 72' NON - IMPACT WINDOWS SHUTTERS REQUIRED DSB- INSUL. ANN.GLASS EXT. 100.0 100.0 100.0 100.0 95.6 79.6 100.0 100.0 100.0 100.0 95.6 79.6 100.0 100.0 100.0 100.0 95.6 79.6 100.0 100.0 100.0 87.4 80.4 64.8 100.0 100.0 89.2 73.7 67.8 54.7 100.0 100.0 82.7 68.3 62.8 50.7 100.0 97.6 77.1 63.7 58.6 100.0 86.0 67.9 56.1 51.6 INT. 100.0 100.0 100.0 100.0 95.6 79.6 100.0 100.0 100.0 100.0 95.6 79.6 100.0 100.0 100.0 100.0 95.6 79.6 100.0 100.0 100.0 87.4 80.4 64.8 100.0 100.0 89.2 73.7 67.8 54.7 100.0 100.0 82.7 68.3 62.8 50.7 100.0 97.6 77.1 63.7 58.6 100.0 86.0 67.9 56.1 51.6 DSB- INSUL. TEMP.GLASS EXT. 100.0 100.0 100.0 100.0 95.6 79.6 100.0 100.0 100.0 100.0 95.6 79.6 100.0 100.0 100.0 100.0 95.6 79.6 100.0 100.0 100.0 100.0 95.6 79.7 100.0 100.0 100.0 100.0 95.6 79.7 100.0 100.0 100.0 100.0 95.6 79.7 100.0 100.0 100.0 100.0 95.6 100.0 100.0 93.2 80.9 76.1 INT. 140.0 140.0 119.5 102.4 95.6 79.6 140.0 140.0 119.5 102.4 95.6 79.6 140.0 140.0 119.5 102.4 95.6 79.6 140.0 140.0 119.5 102.4 95.6 79.7 140.0 140.0 119.5 102.4 95.6 79.7 140.0 140.0 119.5 102.4 95.6 79.7 140.0 140.0 119.5 102.4 95.6 140.0 134.0 112.1 96.1 89.7 IMPACT RESISTSNT WINDOWS SHUTTERS NOT REQUIRED 3/8" LAM. ANN. GLASS' 3/8" LAM. TEMP.GLASS DESIGN LOAD RATING FOR ALL SIZES = + 88.0 PSF - 80.0 PSF BASED ON NCTL- 210 - 2058 -6 OF 06 -12 -98 TEST SIZE = 33" X 75" (X) DESIGN LOADS = +66.0, -80.0 PSF TESTED GLASS = 3/8" OVERALL IMPACT GLAS tL N a_ 0 E 'CAR CLAD' WOOD CASEMENT WINDOWS COMPARATIVE ANALYSIS CHART BASED ON NCTL- 210 -1732 OF 04 -24 -95 TEST SIZE = 32 1/2" X 74 1/2" (X) DESIGN LOADS = +66.0, -80.0 PSF WATER INFILTRATION TEST = 15.0 PSF TESTED GLASS = 3/4" INSULATED NON- IMPACT GLASS S 11 :1 / L SEGMENT HEAD CASEMENTS NOTES Engr. CR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 6 MAX. TYP. (A 11 11 1 1 I! I I \ '! II iI I! i ce. B ' 24 5/16" D.L. OPG. 30 1/8" WINDOW WIDTH SURFACE APPLIED MUNTIN OPTIONAL TYPICAL ELEVATION TESTED UNIT 1 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. ANCHORING OR LOADING CONDITION NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. APPROVED AS COMPLYING W''TH THE SOUTH FLORIDA WADING CODE DAT • , • ! 19 19 /W NW W PRODU' CONTROL DIV'S'ON BUILCI'0 CODE COMPL:UNCE OFF!CL ACCEPTANCE ND /6 09 c 0 rn q) 0 co 0 0 0 a_ 0 0 J 0 z 0 0 11 0 _c 1 a drawing no. W98 -76 sheet 1 of 5 a o 4 4 1F8 X 3/4' SMS e 9' O.C. 4 4 TYPICAL ANCHORS ® 6" FROM ENDS 0 d . A^ a 4 TYPICAL ANCHORS 0 6" FROM ENDS O v) WOOD BUCKS NOT BY CARADCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. #8 WOOD SCREWS 2 PER SASH BRADS AT 6 0.C. TYP. 3/4" INSULATED NON- IMPACT GLASS L 1 BY OR 2 BY _ WOOD BUCK TYPICAL ANCHORS 0 6" FROM ENDS 1/8" ANN. /TEMP. GLASS 1/2" AIR SPACE 1/8" ANN./TEMP. GLASS w m C.! J 1/8" CHEM -TEM GLASS .035 URETHANE -PE 399 1/16" POLYCARBONATE LEXAN —.035 URETHANE -PE 399 r 1 /8" CHEM -TEM GLASS ( ' \, y 4: x #8 X 1 -1/2" WOOD SCREWS 0 6" -0.C. z 3/8". THICK NOMINAL IMPACT GLASS GLOBE AMERADA P380 WIND -PANE GLASS OPTIONS Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 N 1/8" ANN. GLASS .060 POLYESTER — .010 PET —.060 POLYESTER X 1 /8" ANN. GLASS # X 1 -1/2" WOOD SCREWS 0 6" O.C. GLASSLAM SAFETY PLUS IMPACT GLASS .010 PET EXTENDED 3/4" BEYOND GLASS BENT AND SANDWICHED BELOW GLAZING STOP TYPICAL ANCHORS: A. INTO 2BY WOOD BUCKS OR WOOD STRUCTURE # 10 SMS WITH 1 -3/8" MIN. PENETRATION INTO WOOD B. INTO 1BY WOOD BUCKS OR INTO MASONRY 3/16" DIA. TAPCONS WITH 1 -1/4" MIN. EMBED INTO MASONRY APPROVED AS COMP',Yi "tD N'TH THE SOUTH FLO iDA BLELD' -C CODE CAT ► u Q. ° 10- BY L/ 1 PRODUC CONTROL DIV S:ON BUILDIN ODE COMPLIANCE OFFICE ACCEPTANCE NO `i73-100- i cO rn so N N 0 N W 0 z w M O z >� a0 ga d co CC N CC N 0 5 in w "mw 0 v ro N CO rn a 0 0 0 0 z z w w N 0 0 0 0 0 D- 0 v, c 0 y (1) 1 0) cr 0 0 0 0 0 0 z 3 0 0 < O O 3 O z z Q W C 0 c J D 0 1- z ( ) 0 0 O c 0 8 _o 1 d d d d 0) co co w ) drawing no. W98 -76 (sheet 2 of 5 ITEM # REQD. PART NO. DESCRIPTION MATERIAL MANF. /SUPPLDSR /REMARKS 1 AS REQD. CA -03/04 HEAD /SILL /JAMB TIMBERSTRAND CARADCO 2 1 CA -08 HEAD STOP WOOD CARADCO 3 2 /SASH - SASH RAIL (INSUL. GLASS) WOOD CARADCO 4 2/ SASH CA -14 SASH RAIL (LAM. GLASS) WOOD CARADCO 5 2/ SASH - SASH STILE (INSUL. GLASS) WOOD CARADCO 6 2/ SASH CA -15 SASH STILE (LAM. GLASS) WOOD CARADCO 7 4/ SASH CA -16/17 GLASS STOP (LAM. GLASS ONLY WOOD CARADCO 8 4 CA -18/19 X -JAMB WOOD CARADCO 9 1 CA -05 SILL COVER WOOD CARADCO 10 2/ WINDOW CA -06/07 SIDE STOP WOOD CARADCO 11 AS REQD. P -14 FRAME NOSING 6063 -T5 - 12 1 /MULLION CA -13 MULLION CASING WOOD CARADCO 13 1/ MULLION PP25 MULLION CONNECTOR 6063 -T5 CARADCO 14 AS REQD. P52 3/4' GLAZING GASKET (INSUL. GLASS ONLY) VINYL CARADCO 15 AS REQD. S90 -078 BULB WEATHERSTRIP PVC AT EACH FRAME MEMBER 16 AS REQD. PPO LEAF WEATHERSTRIP POLYPROPYLENE AT EACH SASH MEMBER 17 2/ WINDOW. - METAL CAM -TYPE SWEEP LOCK STEEL AT 16' FROM EACH END 18 2/ SASH - KEEPERS AT LOCK LOCATIONS STEEL AT ACTIVE SASH 19 1 /SASH - DUAL ARM ROTO -GEAR OPERATOR SYSTEM - AT SILL 20 2/ SASH - RETAINING PINS AT HINGE STILE STEEL AT 20' FROM ENDS 21 2/ SASH - SERIES 14 2 BAR HINGES STEEL TRUTH 4 / 10 i 1. • 1 '. MUMMA ..117=11= r TYPICAL ANCHOR 1 PER HINGE TYPICAL ANCHORS 6 FROM ENDS — & 12" O.C. 1 BY OR 2 BY WOOD BUCK P8 X 3/4' SMS_ e 9' O.C. - ' A >/ -1111111.! II / A ` • -Vanctr BUTT HINGES --AND AT 7-1/2" FROM TOP & BOTTOM AT MID SPAN (SEGMENT HEAD CASEMENT ONLY) D.L. OPG. D.L. OPG. WINDOW WIDTH EXTERIOR OD 1/4" MAX. SHIM TYPICAL ANCHORS . —® 6" FROM ENDS & 12" O.C. 4. Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT �/ 4 - BY /JJ/? • PRODUC CO'TROL DIVISION D:NG CODE CCMPL.ANCE OFFICE 4Cf.EPTF•,NCE NO "TR) - /t/ LQ-L in c 0 N 1 _ co co rn o. 0 0 d' 0 0 J 0 z 0 a 0 co 0 N co a O U ( c 0 O. 0 0) a 0 0 ,c drawing no. W98 -76 sheet 3 of 5 FRAME NOSING .563 1.157 2.094 594 HEAD STOP .438 .298 .019 2.126 2.072 .434 SASH RAIL (INSULATED GLASS) .298 .019 2.126 2.072 .434 SASH RAIL (LAMINATED GLASS) .298 9 T 2.126_ 3 _ 1.434 SASH STILE (INSULATED GLASS) 2.938 HEAD /SILL /JAMB F - 1.784 1.313 .5 1.156 k--- - 2.094 SIDE STOP .656 2.094 1.438 1 -I .938 I-- SILL COVER .500 b-- -1.688 X .625 4 5 - � .438 594 -�i .894 GLASS STOP .298 2.126 .434 SASH STILE (LAMINATED GLASS) 2.656 .625 L -1.500 INT. MULLION CASING MULUON CONNECTOR SASH AND OTHER WOOD COMPONENTS TO BE WHITE PINE OR PONDEROSA PINE.I FRAME MEMBERS TO BE TIMBERSTRAND. .383 .2 LEAF WEATHERSTRIP .312 BULB WEATHERSTRIP VENT CORNER # 8 X1 -1/4" SCREW FRAME NOSING CORNER Engr. DR. HUMAYOUN FAR000 STRUCTURES Fla PE # 16557 FRAME AND VENT CORNERS SEALED WITH BUTYL TAPE SEALANT.; BUTYL CAULK USED IN BETWEEN ALUMINUM/WOOD JOINTS. °*14 FRAME CORNER CORNER LOCK 8 SCREWS 2' X 1/2" STAPLES 4 PER CORNER APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUP DING C0"E DAT BY PRODUC CO 'TROL DIV!SION BUILDING CODE COMPUANCE OFF!CE ACCEPTANCE NO 943-web o9 CO rn N CD 0 M O 0 Z 1- Z w Q O 0 O O 0 0 0 0 U t0 co i a. 0 0 ) ) 0 0 N 4) v T .n d 0 0 0 • • • s ) drawing no. W98 -76 sheet 4 of 5 DESIGN LOAD CAPACITY - PSF (SIDE /SIDE OR TOP /BOTTOM OPERATING CASDAENT, FIXED CASEMENT, AWNING OR ANY COMBINATION WINDOWS) THEREOF WINDOW DIMENSIONS NON - IMPACT WINDOWS (SHUTTERS REQUIRED) DSB- INSULATED GLASS IMPACT RESISTANT WINDOWS (SHUTTERS NOT REQD.) 3/8' LAMINATED GLASS WIDTH CW) HEIGHT > EXT. INT. EXT. INT. 0 35' 40' 45' 50' 55' 40' 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 15' 20' 25' 30' 35' 40' 45' 50' 55' 48' 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 127.1 127.1 66.0 80.0 115.3 115.3 66.0 80.0 114.5 114.5 66.0 80.0 114.5 114.5 66.0 80.0 114.5 114.5 66.0 80.0 15' 20' 25' 30' 35' 40' 45' 50' 55' 56' 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 115.2 115.2 66.0 80.0 99.0 99.0 66.0 80.0 88.3 88.3 66.0 80.0 81.0 81.0 66.0 80.0 76.2 76.2 66.0 76.2 73.4 73.4 66.0 73.4 72.2 72.2 66.0 72.2 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 140.0 140.0 66.0 80.0 117.7 117.7 66.0 80.0 96.6 96.6 66.0 80.0 83.2 83.2 66.0 80.0 74.2 74.2 66.0 74.2 68.0 68.0 66.0 68.0 63.8 63.8 63.8 63.8 61.0 61.0 61.0 61.0 59.3 59.3 59.3 59.3 15' 20' 25' 30' 35° 40' 45' 50' 55' 64' 126.4 126.4 66.0 80.0 96.5 96.5 66.0 80.0 78.9 78.9 66.0 78.9 67.7 67.7 66.0 67.7 60.0 60.0 60.0 60.0 54.7 54.7 54.7 54.7 50.9 50.9 50.9 50.9 48.3 48.3 48.3 48.3 46.6 46.6 46.6 46.6 15' 20' 25' 30' 35' 72' 88.4 88.4 66.0 80.0 67.2 67.2 66.0 67.2 54.7 54.7 54.7 54.7 46.6 46.6 46.6 46.6 41.0 41.0 41.0 41.0 / 'IiI 1.( ` / �. . {...fit.!.. .� . N r \> )l . J ! U (t t. I 4 1 1.1/ \� r / I • 1 ( { i WINDOW WIDTH 1 /\ / \ / `\�`' \ t 1 . !' . EXTERIOR H CORRUGATED STAPLES 0 6' O.C. i n WINDOW WIDTH W1 Engr:.OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 18557 TYPICAL ANCHORS i (2) AT EACH SIDE OF MUWON AT 3' O.C. W2 TYPICAL ELEVATIONS SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS AVG. WINDOW WIDTH = WI + W2 2 NOTES; 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF OPERATING CASEMENT, FIXED CASEMENT, AWNING TYPE WINDOW OR ANY COMBINATION OF ABOVE. (WINDOWS WITH IDENTICAL FRAME MEMBERS) 2. FOR OPERATING CASEMENT WINDOW CAPACITY SEE SHEET 1. FOR FIXED CASEMENT OR AWNING TYPE WINDOW CAPACITY SEE THEIR CORRESPONDING NOA. 3. USE SMALLER DESIGN LOAD CAPACITY OF 1 OR 2 ABOVE. 1" 2 1998 APPROVED AS COMPLYINC 1h" TH THE SOUTH FLORIDA BU LDINC CO'E DATC 19.59. BY PRODUC CO.' ROL DIVISION BUILDING CODE COMPI'ANCE OFFIC ACCEPTANCE NO.15= 01 0_ O U ce O 0 0 O a 0, O 0 o Q 0 3 � O U CI O C■1 co co c0 cn C0 O z J J J 0 1- z r-. N O N -, 0 0 c CO N 0 0 0 0 drawing no. W98 -76 (sheet 5 of 5 I l i 11 ( .9 W1 . f 1 W2 / 'IiI 1.( ` / �. . {...fit.!.. .� . N r \> )l . J ! U (t t. I 4 1 1.1/ \� r / I • 1 ( { i WINDOW WIDTH 1 /\ / \ / `\�`' \ t 1 . !' . EXTERIOR H CORRUGATED STAPLES 0 6' O.C. i n WINDOW WIDTH W1 Engr:.OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 18557 TYPICAL ANCHORS i (2) AT EACH SIDE OF MUWON AT 3' O.C. W2 TYPICAL ELEVATIONS SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS AVG. WINDOW WIDTH = WI + W2 2 NOTES; 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF OPERATING CASEMENT, FIXED CASEMENT, AWNING TYPE WINDOW OR ANY COMBINATION OF ABOVE. (WINDOWS WITH IDENTICAL FRAME MEMBERS) 2. FOR OPERATING CASEMENT WINDOW CAPACITY SEE SHEET 1. FOR FIXED CASEMENT OR AWNING TYPE WINDOW CAPACITY SEE THEIR CORRESPONDING NOA. 3. USE SMALLER DESIGN LOAD CAPACITY OF 1 OR 2 ABOVE. 1" 2 1998 APPROVED AS COMPLYINC 1h" TH THE SOUTH FLORIDA BU LDINC CO'E DATC 19.59. BY PRODUC CO.' ROL DIVISION BUILDING CODE COMPI'ANCE OFFIC ACCEPTANCE NO.15= 01 0_ O U ce O 0 0 O a 0, O 0 o Q 0 3 � O U CI O C■1 co co c0 cn C0 O z J J J 0 1- z r-. N O N -, 0 0 c CO N 0 0 0 0 drawing no. W98 -76 (sheet 5 of 5 • • ocof • MIA DE PRODUCT CONTROL NOTICE OF ACCEPTANCE Caradco Windows & Doors CONTRACTOR LICENSING SECTION 201 Evans Drive (305) 375 -2527 FAX (305) 375 -2558 Rantoul IL 61866 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series "Clad French Manor" Aluminum Clad Outswing Wood Patio Doors - Impact under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and comple'ely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. W98 - 39, Sheets 1 tliru 5 of S. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 98-0730.01 Raul Rodl'iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Expires :06 /30/02 This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. 0 Approved :11 /26/98 -1- Internet mail address: postmaster (gbuildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 s • anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com • • Carndco Windows & Doors ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 98- 0730.01 NOV 2 6 1998 June 30, 2002 16 SCOPE 1.1 This renews and revises the Notice of Acceptance, No. 98- 0611.02, which was issued on September 10, 1998. It approves an aluminum clad wood swinging door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The aluminum clad wood outswing door - Impact & Non - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No. W98 -39, titled "Manor Outswing Patio Door" prepared by Al- Farooq Corporation, dated 05 -28 -98 and revised on 11- 03 -98, Sheets 1 through 5 of 5, signed and sealed by Dr. Humayoun Farooq, 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 of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The Wood swinging door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 tech unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. I sL4 I. C LAA a Ishaq I. ihanda, P.E., Product Control Examiner Product Control Division -2- • • Caradco Windows & Doors ACCEPTANCE No.: 98- 0730.01 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE sti.et I . L1.4. a v, e., Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division - 3 - NOV 2 6 1998 June 30, 2002 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 1 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. $. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. COMPARATIVE ANALYSIS CHART IMPACT SUPPLEMENTAL CHART NON - IMPACT DOORS • SHUTTERS REQUIRED ( HI I DVED) LARGE MISSILE IMPACT. RESISTANT DOORS SHUTTBRS NOT REQUIRED DSH- INSULATED TE1 1 DOOR HEIGHT 83 1/2" MAX. '0d0 'l'0 NOMINAL DIMS. DESIGN LOAD - PSF / / / \ r, II 1 1 It ' VI / / - - -- \ \ \ ,.11. II 11 I1 \ 11 \ I I J __ 11 \ !' \ \ EXT. \ /' ® / ---/- 41- / 1 A Al 11 \ 11 \ 11 N. U 7_ = = -i 11 II 11 1I 8 t V/0 F /8 2/0 2/6 2/8 3/0 3/2 50 ) 108.8 6/8 - l \ 55.0 72.3 50.0 55.0 I I' 50 Y 86.9 COMPARATIVE ANALYSIS CHART IMPACT SUPPLEMENTAL CHART NON - IMPACT DOORS • SHUTTERS REQUIRED ( HI I DVED) LARGE MISSILE IMPACT. RESISTANT DOORS SHUTTBRS NOT REQUIRED DSH- INSULATED TE1 1 DOOR HEIGHT 83 1/2" MAX. '0d0 'l'0 NOMINAL DIMS. DESIGN LOAD - PSF / / II / ii / I I _/ _ II T - 41 / II u ii II II / \ \ -- -__, (D ,.11. II 11 I1 \ 11 \ I I J __ 11 \ !' \ \ EXT. INT. V/0 RISER V/ RISER V/0 F /8 2/0 2/6 2/8 3/0 3/2 50 ) COMPARATIVE ANALYSIS CHART IMPACT SUPPLEMENTAL CHART NON - IMPACT DOORS • SHUTTERS REQUIRED ( HI I DVED) LARGE MISSILE IMPACT. RESISTANT DOORS SHUTTBRS NOT REQUIRED DSH- INSULATED TE1 3/8" OVERALL IMPACT GLASS NOMINAL DIMS. SF NOMINAL DIMS. DESIGN LOAD - PSF oCoR HEIGHT LEAF VIDTH INT. DOOR HEIGHT LEAF VIDTH EXT. INT. V/0 RISER V/ RISER V/0 F /8 2/0 2/6 2/8 3/0 3/2 50 108.8 6/8 - 2/0 2/6 2/8 3/0 3/2 50.0 55.0 72.3 50.0 55.0 72.3 50 86.9 50.0 55.0 72.3 50 81.4 50.0 55.0 72.3 50 723 50.0 55.0 685 50 685 (11 2/0 2/6 2/8 3/0 3/2 50 104.9 6/11 2/0 2/6 2/8 3/0 3/2 50.0 55.0 72.3 50.0 55.0 72.3 50 83.7 50.0 55.0 72.3 50 785 50.0 55.0 60.2 50 69.7 50.0 55.0 60.2 50 66.0 8/0 2/0 2/6 2/8 3/0 50 90.6 8/0 2/0 2/6 2/8 3/0 50.0 55.0 723 50.0 55.0 72.3 50 723 50.0 55.0 60.2 50.0 55.0 67.8 50.0 55.0 602 50.0 55.0 602 MANOR OUTSWING PATIO DOOR COMPARATIVE ANALYSIS CHART BASED ON NCTL- 210 -1754 OF 09 -12 -95 TEST SIZE = 71 -1/2" X 95 -1/2" (XX) DESIGN LOADS = +55.0, -60.2 PSF WATER INFILTRATION TEST = 8.25 PSF WITH SILL RISER 7.50 PSF WITHOUT SILL RISER TESTED GLASS = 3/4" INSULATED NON- IMPACT GLASS 3/4" INSULATED NON- IMPACT GLASS 1/8" TEMP. GLASS 1/2" AIR SPACE 1/8" TEMP. GLASS ADHESIVE TAPE BEDDING 1 -1/4" U- STAPLES 0 6" 0.C. 1/8" ANN. GLASS .060 POLYESTER .010 PET .060 POLYESTER 1/8" ANN. GLASS GLASSLAM SAFETY PLUS IMPACT GLASS GLASS OPTIONS TYPICAL GLASS BITE = 1/2" MIN. BASED ON NCTL- 210- 2023 -5 TEST SIZE = 59 - 1/2" X 95 -1/2" (XX) DESIGN LOADS = +55.0. -72.3 PSF WATER INFILTRATION TEST = 8.25 PSF WITH SILL RISER AND ON NCTL -210- 2023 - 1.2.3.4 5C TEST SIZE = 71 -1/2" X 95 -1/2" (XX) DESIGN LOADS = +55.0, -60.2 PSF TESTED GLASS = 3/8" OVERALL IMPACT GLASS SILICONE SILICONE $ 6 X 1 -1/2" FHSMS # 6 X 1 -1/2" FHSMS 06 "0.C. 06 "0.C. .010 PET EXTENDED 3/4" BEYOND GLASS BENT AND SANDWICHED BELOW GLAZING STOP GLOBE AMERADA IMPACT GLASS N 1/8" CHEM -TEM GLASS .035 URETHANE 1/16" POLY CARBONATE .035 URETHANE 1/8" CHEM -TEM GLASS 0, 0 FALSE MUNTINS ANCHORS A APLID SEE SHT. 2 ( SURFCE PE )7 J FOR SPACING MAY BE USED ANCHORS SEE SHT. 2 FOR SPACING 1 71-1/2" MAX. DOOR WIDTH XX 27 1/2" MAX. D.L OPG. 34 15/32" LEAF WIDTH LOCKING POINTS ANCHOR AT HINGES TYPICAL ELEVATIONS Engr. DR. HUNAYOUN FAROOQ STRUCTURES RA PE a 16557 z O 0 6 27 1/2" MAX. D.L. OPG. 34 15/32" LEAF WIDTH 35 3/4" MAX. DO0R WIDTH X NOTES; - L THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS TO BE ENGINEERED SEPARATELY. APPROVED AS' COMPLYING WITH THE SOUTH FLORIDA BUILDING ODE DATF tl 9- 3.4(nM WD ;9 p l PRODUCT CONTROL OIV:SiON S>11T1G CODE COMPLIANCE OFFICE 96 ACCEPTANCE ACCEPTANCE NO C 013o f Z to - .o z o I O N (--4 _ (o r O O 0 O 0 0 z_ (1) F- D O 0 z 0 ▪ N 0 a , 0 0 0 crt m a "K [O N (0 0 e z 3 v7 - 0 Q O a o° O J U < - D > < w O Q O Q W l U cv CC 0 0 c 0 47. `.1 w 0 . 0 0 c z V x v 01 15 g 0 �c N l drawing no. W98 -39 sheet 1 of 5 CTR. OF HINGE CTR. OF HINGE TYPICAL ANCHORS 3 PER SHOOT BOLT KEEPER SEE DETAIL AT RIGHT / 8x3/4' AT 6" MAX. FROM CO 4/ HEAD AT X 2/ HEAD A X WOOD BUCKS NOT BY CARADCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYP. ANCHOR AT MTG. STILE ONLY HEAD SHOOT BOLT KEEPER PLATE i4 8 BRADS ® 1 2' 0.C. MAX. TYP. AT HEAD 6c JAMBS $ 6 X 2 -1/4" SCREWS 0 8'0.C. AI 12X1'HS STAGGERED 3 PER a CENTER BOLT KEEPER ANCHOR LOCATIONS a B X 1 -5/8' SKS, STAGGERED 4 SCREVS UPTO 3/2 VIDE DOORS 6 SCREVS OVER 3/2 VIDE DOORS ITEM N0. 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 . 24 25 QTY. 1 2 AS READ. 1 AS READ. 1/ LEAF 1/ LEAF 1/ LEAF 1/ LEAF AS REQD. 1 1 2 AS REQD. AS READ. AS REQD. AS REOD. AS REOD. AS READ. AS REQD. AS REOD. MATERIALS LIST DESCRIPTION HEAD SILL JAMB INTERIOR STOP SILL THRESHOLD ASTRAGAL PANEL EXTENDER HINGE STILE TOP RAIL LOCK STILE GLASS STOP (IMPACT) ADA. THRESHOLD HEAD EXTRUSION JAMB EXTRUSION FRAME WEATHERSTRIP ROLL FORMED CLADDING - ALUMINUM ASTRAGAL ASTRAGAL WEATHERSTRIP HINGE # 6 X 1 -1/2" FHMS GLASS STOP (NON - IMPACT) SHOOT BOLT KEEPER SHOOT BOLT STRIKE SILL SWEEP TOP RAIL SWEEP REMARSS WOOD ALUMINUM 6063 -T5 WOOD WOOD RIGID PVC WOOD WOOD WOOD WOOD WOOD WOOD RIGID PVC ALUM 6063 -T5 ALUM 6063 -T5 RIGID PVC BASE. FOAM TIP ALUMINUM ALUM 6063 -T6 DUAL DUROMETER PVC SEE SCHEDULE AT 6 0.C. WOOD NYLON (AT SILL) BRASS (AT HEAD) DUAL DUROMETER PVC DUAL DUROMETER PVC * 1 REQD. PER DOOR (XX DOORS ONLY) TYPICAL ANCHORS: SEE ELEVS. FOR SPACING 3/16' DIA. TAPCONS BY ELCO. (1/4" MAX_ SHIMS) OR EOUN. SELF TAPPING CONC. ANCHOR HOLDING CURRENT N.O.A. MIN. EMBEDMENT: 1 -3/8 INTO 2 BY WOOD BUCKS OR WOOD STRUCTURE 1 -1/4' THRU 1 BY WOOD BUCKS INTO MASONRY 1 -1/2' DIRECTLY INTO MASONRY HINGES: 4' x a" HINGE 3 PER LEAF UPTO 6/11 HIGH DOORS. EQUALLY SPACED 4 PER LEAF OVER 6/11 HIGH DOORS. EQUALLY SPACED LOCKS: ACTIVF LEAF 'CARL FUHR GMBH & CO.' SEVEN -POINT LOCK SYSTEM WITH SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL, 3 ROLLERS AT ASTRAGAL, PLUS LATCH & DEADBOLT. IN- ACTIVE LEAF 'FUHR HARDWARE' TWO -POINT LOCK SYSTEM ENGAGING SHOOT BOLTS AT HEAD AND SILL SEALANT; FRAME CORNERS SEALED WITH BUM TAPE SEALANT. BUM CAULK USED BETWEEN WOOD /ALUMINUM JOINTS LOCATION: Engr.DR. HUMAYOUN FAR000 STRUCTURES FLA. PE f 16557 ONE LEVER HANDLE AT ACTIVE LOCK STILE 35" FROM BOTTOM ON EXTERIOR. ONE LEVER HANDLE AT INACTIVE LOCK STILE 35' FROM BOTTOM ON EXTERIOR. 1998 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING ( CODE DATF g° aiP 19 p S BY 1SLal 1- c. I AA .,d PRODUCT CONTROL DIV'Si0N BUt. 'NG CODE COMPLIANCE OFFICE ACCEPTANCE NO q C - 9130-o I i Z 0 Z O � c--c d C4 LD co 0, 10 N N 0 0 0 0 0 N v c 0 N o 0 v+ c v 0 m CO 0 N _ ce N 0 0 . 0 0 0 I 0 ", P m a n 'u (a N 3 op 0 '� 0 1D V z 3 0 to 0 < O a ° O Z v 3 J 1 J_ r7 O m Q w O Z < 0 c�1 o 1 drowing no. W98 -39 (sheet 2 of 5 SEE SHEET 4 FOR INSTALLATION SCREWS 18 X 2 -1/2' W_S. 10/ LEAF UPTO 6/11 HIGH DOORS 12/ LEAF OVER 6/11 HIGH DOORS LEAF WIDTH FRAME VIDTH 1 B X 1 -1/4' SCREWS ® 12" 0.C. CLOSED CELL FOAM PLUG AT EACH END LEAF VIDTH (1) TAPCON PER HINGE ENGAGING BLDfi STRUCTURE SEE NOTE e HINGE DETAIL, SHEET 4 — 3/ JAMB UPTO 6/11 HIGH DOORS 4/ JAMB OVER 6/11 HIGH DOORS (USE EQUAL NO. OF ANCHORS ON LOCK SIDE JAMB) # 8X3 /4' WS AT 6' FROM CORNERS & 24' 0.C. 0 HEAD SHOOT BOLT LOCKING POINT LOCATIONS 8/0 HIGH DOORS N LOCKING POINTS HEAD SHOOT BOLT SILL SHOOT BOLT SILL SHOOT BOLT LOCKING POINT LOCATIONS 7/0 OR LESS HIGH DOORS LOCKING POINTS Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA PE if 16557 # 8 X 3/4' WS AT 6" FROM CORNERS & 24' O.C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATFr a +�.2nn , 19 Ca B , 1S 1 • C - RBb DUCT CONTROL DIVISION MIMI CODE COMPLIANCE OFFICE ACCEPTANCE NO 93 - 0 - 1 - S0-0( c h 0 O N . ro m N cn _ ct N o o , O O O I O m a a n • co N N (O X v O O tD z • 0 N o O Q O v D: J 1 J r) O w a » r. Q hi ON <0Q 0c'1 D' 0 O O c 3 1 drawing no. W98 -39 sheet 3 of 5 .69 4 4563 FRAME HEAD WOOD 1.219 546 L -1.423 INTERIOR STOP WOOD HEAD EXTRUSION 6063 -T5 NAILING FIN RIGID PVC .4 .5 2.5 (T m ci -. .090 ADA.. THRESHOLD RIGID PVC .211 6063 -T5 JAMB EXTRUSION 6063 -T5 7 .894 r .5EL1 GLASS STOP- IMPACT DOOR WOOD .594 GLASS STOP -NON- IMPACT WOOD SILL THRESHOLD • RIGID PVC .42 I 4.563 FRAME JAMB WOOD 2501 1219 I.039 .019 CI ADDING 3105 - H16 TOP RAIL WOOD CI ADDING 3105 -H16 5.707 BOTTOM RAIL WOOD 5.408 PANEL EXTENDER WOOD 3.376 CLADDING HINGE STILE 3105 - H16 W000 CI ADDING 3105 - H16 LOCK STILE WOOD WOOD ASTRAGAL wOOD .437 ALUMINUM ASTRAGAL 6063 -T6 .562 4 X 4 HINGE BRASS. .097 THICK STAINLESS STEEL OPTIONAL HINGE INSTALLATION SCREWS TO PANEL (4) 8 X 1 -5/8' W.S. TO FRAME: (3) # 10. X 1 W.S. (1) 3/16' TAPCON ENGAGING STRUCTURE USE LOWEST HOLE 0 BOTTOM HINGE & TOPMOST HOLE 0 TOP HINGE FOR DOORS UPTO 6/11 HIGH USING 3 HINGES PER LEAF USE (2) TAPCONS ON CENTER HINGE TYPICAL WOOD- PONDEROSA PINE .569 L. I� -.610 .547 TOP RAIL SWEEP PVC .312 ASTRAGAL W'STRIP PVC FRAME W'STRIP PVC - FOAM RIGID BASE FLEXIBLE LEAF RIGID BASE FLEXIBLE LEAF Engr. DR. HDMAYOUN FAR000 APPROVED AS COMPLYING WITH THE STRUCTURES SOUTH FLORIDA BUILDING CODE �d FLA. PE B 1 6557 OATF IAO V ° ? i 9 1= 1 I- c_I.4Ndcs PRO T CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOA - 0 1 3 0• O 1 ? ,n d w , -- c 0 . CO n l c 0 a 0 m v .0 d 0 0 0 c 1 v drowing no. W98 -39 sheet 4 of 5 # 8 X 1 -1/2' SCREW FRAME TOP CORNER # 8 X 1 -1/2' SCREW FRAME BOTTOM CORNER # 8 X.2 -1/4' SCREWS 8 X 2 -1/4' SCREWS 3' X 1/2' wOOD DOWEL USE JET WELD 200 HOT MELT POUR 1 13 Y '3M' WITH DOWELS PANEL TOP CORNER PANEL BOTTOM CORNER Engr. DR. HUMAYOUN FAR000 STRUCTURES FIA PE # 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 0 Ft 19 1.g I sLc1 I - C.1.«0..dc. CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0 cn K c71 0 cn 0 ° o rn co a _ • CO N N xv O • Ib p cot (f) 0 < O a ° o O Z 3 "— 1 J _ e7 O m U < �> > - ^ <W O Q' 0 CV D ( . O C 0 5 0 drawing no. W98 -39 sheet 5 of 5