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WINDOWS & DOORSBUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): (Building ) Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Ai.. ie e 7G C'�/' Phone # r // a ' Owner's Address 80 r.Y Ai- 4; 1? 5 1 City 7'4(A- , S"/ c.i.2�'�,)' State F Cr Zip .jam/ ,36 Tenant/Lessee Name 11� Phone # /1 c� ea N . Job Address (where the work is being done) 0-A) �% 2 J City Miami Shores Village County Miami -Dade Zip . 'e' Is Building Historically Designated YES NO X Contractor's Company Name A --1 ' 11 ` -: (�.-)l /+/nt) e ! ^� Contractor's Address /.3c rJ , r ti.J- /I/ - -J''i_ Cit /? !.�✓LC r State / - 1- Qualifier Mt / -/C 1(-41 f 2- -- .1 Archite n ineer's (if applicable) /fit $ Value of Work For this Permit ** Fe es * ** Submit al Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Type of Work: ❑Addition Alteration New El Repair/Replace ❑ Demolition Describe Work: fr:/c J' / 4i 0/ 0 J ✓.1NR I/?et-C/- .0 63ea/? 6 (/J9,/ _. /Z') . Scanning $ `"`' Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Master Permit No. Zip Square Footage Of Work: Permit No. 1 �' 1 Phone # ''`�� _) J . >.) —/4' /7'7 a Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) A/,4- Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a rein.spectionfee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this Z day of WcC. • , 20 04 , by , who is personally known to me or who has produced As identification and wl YU/ i F 04 : ll. NOT Y PU \ `� Po�N,k � i ce* N :O.( Sign s • As e10 9 Print: 412.1404 IV ana- -* o: • ••••.• :* • • #DD 221731 ;c My Commission Expires: 411O/O7 e „ o ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * **� i(/8 • .• -(p * * ** ' t i e i 41nPhe of Com State Certificate or Registration No. Certificate of Competency No. ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 Signature A.' Contractor _I The foregoing instrument was acknowledged before me this iie day of t7.6 , 20 , by M A,ZC. STS , who is personally known to me or who has produced `i as identification and who di� ttt►lUffli t �,/�s, OTARY PUBLI o �, ssioN ? 'y Sign: A � : ' u� b #DD221131 — ` . JAN - 5 2S Plans Examiner Engineer Zoning My Commission ExpirelO /07 9 a o . 0 \' • petency Holder) ��/1ttillttttt� ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • • December 6, 2004 JOB NAME: . GEORGE-DUW ±L ( MIAMI SHORES VILLAGE, FL JOB #: AFC 04 -565 BY: V.B. CHECKED BY: 44k DESIGN CRITERIA: > Wind loads as per 2001 Florida Building Code and ASCE 7 -98 using corresponding loads (for loads see sheet 2). > Roof slope >10° > Mean roof height < 15 ft. > Building least dimension <45 ft. > Width of strip "a" (zone 5) = 4.5 ft NOTES: 1) Any deviation from conditions shown on calculations or shop drawings to be engineered separately. 2) Al- Farooq Corporation will not provide a letter of compliance or inspection report unless called during installation. /? A KINCO LTD. PREPARED BY - FAROOQ CORPORATION CAN(EB) # 3538 1235 SW 87 AVE. j� MIAMI, FL 33174 ' (305) 264 -8100 GEORGE DLL MIAM SHORES VILLAGE, FL Coefficient Kh 0.85 KINCO, LTD Coefficient Kzt 1.00 Velocity Pressure Evaluated @z [qz] (Ib/ft ^2) 46.38 Mark Comp Type Engineers Seal Component Size Gcp Coefficients W (in) H (in) S (in) A ft ^2 Z4+ Z5+ Z4- Z5- Engineers Name And Signature Win peed (mph) Importance Factor Exposure Category Coefficient Kz 146 1.00 C 0.85 Mean Roof Height (h] (ft) 15.00 Height Above Gnd. Level [z] (ft) 15.00 Horizontal Dimen. of Bldg. (ft) 45.00 Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kd 1.00 Velocity Pressure Evaluated @h [qh] (Ib/ft ^2) 46.38 Gcpi Coeff. Pos Neg Design Wind Pressures (Ib/ft ^2) Z4+ Z4- Z5+ Z5- In Zone A Entrance Door 36.00 80.00 20.00 0.95 0.95 -1.05 -1.29 0.18 -0.18 52.3 -56.9 52.3 -68.4 Z5 B Sidelite 37.00 80.00 20.56 0.94 0.94 -1.04 -1.29 0.18 -0.18 52.2 -56.8 52.2 -68.2 Z5 C Fr. Door 36.00 80.00 20.00 0.95 0.95 -1.05 -1.29 0.18 -0.18 52.3 -56.9 52.3 -68.4 Z4 D Horizontal 74.00 63.00 32.38 0.91 0.91 -1.01 -1.22 0.18 -0.18 50.6 -55.2 50.6 -64.9 Z4 E,F Single Hung 37.00 63.00 16.19 0.96 0.96 -1.06 -1.33 0.18 -0.18 53.0 -57.7 53.0 -69.9 Z5 ASCE 7 -98 WI ' D LOADS ON COMPONENTS AND CLADDING : AL- FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL:305 -264 -8100 Design Date 12/8/2004 2:55:49 PM Design Reference Number 0 At of __4....___ ,..... ......., _ ..._ ..,.....• _ ..., .. --,---;5----- 7 ' = 7 ', I mov& 6)37K/13 JAI L ! - , REPLAce (XT .. . , ,. . .: , . , • • . if--------- - ,' !co) 37"x CO ti 5 Pi 1 i r; ., . : !I .t.i , t 5 3 .0 ps-. . ';J ■ . .' 1 -T.' ---, 1 11 i---i—c --i—•:—•, —;-- f• 1 ;1— ■ , :4.-4 • 7 ;---:- a.._:.2.1"..1. I t „-- — • \ k-- --t ) ''''''.-.. • c E_ FT • • • ••. • 4 .0 - ,• •• • . • • , I ;< 1 G 1-1 S !`"." -- • • • ;- J.; ; • ; . 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NOTICE OF COMMENCEMENT A RECORDED COPY l MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.3 / O7� /6'2 TAX FOLIO NO. B19 iO 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. 1. Legal description of property and street/address: � JJ 97 Sr eec?7 - (/ 33j2,1-3 (QT E. }sr 2. Description of improvement: Vie Q c u^ 3. Owner(s) name and address: Interest in property: OWN Name and address of fee simple titleholder: 4. Contractor's name nd address: IVI l4 Notar ,, P _ :42E,'__ ebn M�i 2008 ,; of .0'‘ c Atlantic Bonding Cp„ Inc. 2 .; (T O/ too 1 Z 0e e, f'd A- e . q / Sworn to and subscribed before me this 4 day of ,9oGk 74‘ . 'c T 3 5. Surety: (Payment bond required by owner from contra8' Rd ifW Name and address: Amount of bond $ 6. Lender's name and address: .vi l.�'r ... r,l/ ,•.,n:• 1ARVEY bUVIN, 9. Expiration date of this Notice of Commencement: (the expiration different da ' ified) Si nature of Owner / Print Owner's Name \ 'CA 11111 Prepared by .3111¢ is a true'coov of the 1 - aay , AD 20 0 .au 'at.. eat. 1■. ofA ,rain. and County Courts _._. D.C. 111 r11 1=111 N11 1]111111111 .OR Bk 2296 Po 1339; LLps0 RECORDED ')lr 21111'; 1 5t , .- HARVEY RUV'IN v CLERK OF COUR1 MIAMI -DADE COUNTY? FLORIDA LAST PAGE c oaedi ,20 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: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: date is 1 year from the date of recording unless a Address: 7/ 73i3c - 7os vs �o (c) MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Kinco, LTD. 5245 Old Kings Road Jacksonville, Fl 32254 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "UNMPRW" Aluminum Horizontal Rolling Window APPROVAL DOCUMENT: Drawing No. W03 -50, titled "UNMPRW Alum Horizontal Rolling Window (N.I.) ", sheets 1 through 10 of 10, prepared by Al Farooq Corporation, dated 6/30/03, with revision date 08/21/03, 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. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berm NOA No 03- 0725.01 ratio ate: October 09, 2008 t : October 09, 2003 1 ] �( Page 1 Kinco, LTD. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Drawing No. W03 - 50, titled "UNMPRW Alum Horizontal Rolling Window (N.I.) ", sheets 1 through 10 of 10, prepared by Al Farooq Corporation, dated 6/30/03, with revision date 08/21/03, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Certified Testing Laboratories, Test Report No. CTLA- 1105 -W dated 05/09/03-06/05/03, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98 and structural analysis, prepared by Al Farooq Corporation, dated 7/15/03, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. None E. QUALITY ASSURRANCE 1. Miami -Dade County Building Code Compliance Office F. STATEMENTS 1. Statement letter of conformance, dated 7/17/03, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 7/17/03, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is compliance with the Florida Building Code (FBC). E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03.0725.01 Expiration Date; October 09, 2008 Approval Date: October 09, 2003 129 CS J a 1r MAX. 38 3 /e' VENT WIONH 33 11/19' D.LO. (VENT) 12' BUCK WIDTH 49 3/4' D.LO. (FIX. UTE) 38 3 /e VENT WIDTH 33 11/19' D.L.O. (VENT) OP TYP. fLANaF FRAME TESTED UNIT UNMPRW ALUM HORIZONTAL SLIDING WINDOW FON— IMPACT DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3 & 4. WINDOWS ARE NOT RATED FOR IMPACT. AND REQUIRE PROTECTION BY MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS. THIS PRODUCT 15 DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE Cr THE 2001 fLORMA BUILDING CODE. ALSO FOR woo L0A05 AS PER /SCE 7 -0e. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -9e AS REQUIRED BY PREVAILING BUILDING COOL W000 SLICKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN 014 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 LSE MUNTINS TE)NAL tI 9' MIS. MEAD /SILL CORNERS 0 1 Q t 37 3 /e' 72' BUCK TROTH O.LO. (VENT) VENT WIDTH 32 11/19' 12' MAX. 0.40. (115. UTE) 12' f MM. I I Ta R 32 11/19' e TM. ](O WINDOW OX OPPOSITE T'9n sTOWN rM000 ST1VC1URRES rA Pt I I6YJ7 C.A.W. 3538 /7/ __ 044 FALSE MINIM OPTIONAL 3 MAX HEM /SILL CORNERS Append NE Walk D. 0 1 ) PIOM DAT3AP 'iYr7 9 4NmI�O�de h et C S 1 g o Z o� a - a a o U gem6a cNdAq drowin9 no. W03 -50 (sheet 1 of 10 ) 30 3/B' VENT WIDTH 33 11/10' O.LO. CtNT) 140' BUCK WIDTH 49 3/4 D.LO. (Fl%. IITE) 14' FIM FRAME TESTED UNIT 14' MAX. TP. 30 3/0' WIDTH 33 1t/1O' D.LO. (VIIR) = -4L 11 It 11 ===== h u 11 ,I 1 0• MAX. HELD /SILL CORNERS XO WINDOW OX OPPOSITE Apposes, .1111be MAIN °` .xs r3.�an IONA M.1 ; t ' 5 nw .N lawn c.�N. g J 's $� 2 as flooring no. W (9heet O 03 -50 p FLANGE OR FIN FRAME WINDOWS (XO OR OX SIZES) D88ICK LOAD CAPACITY - PS7 BUCK DIMS. YAWN NDCM A 26 -l/2' 38' 52 -1 /8' 74' 25 -1/2• 36' 52 -1/0• 74' 15 -1/2' 30' 52 -1/6' 74° 28 -1/2' 3e- 52-1/5' 74 24' 36' 48' 54' 60' 72' 24' 36' 48 54 00• 72' 24' 35 45 54' 60• 72' 24' 36' 46' 54' 00' 72' 24' 36' 48' 54' 60' 72' 24' 36' 44' 54' 60' 72' 3 25' 3 ( 5 a 3 37 -3/6' 3 (3) 49 -5 /5' (4) 02' (5) 24' (2) 36' ( 3 5 6 3 3 5 6 4 5 5 6 3 5 8 6 1 /5' ANN. CLASS EKT.(4) 68.7 68.7 06.7 64.3 60.7 66.7 87.7 42.6 00.7 52.0 36.7 32.1 61.8 45.6 27.9 25.3 06.7 66.7 66.7 66.7 68.7 57.4 66.7 66.7 81.1 50.8 51.3 44.9 66.7 54.4 36.4 40' 4 ( 5 5 6 3 3 54' 4 ( 5 0 a 3 3 K0• 4 ( 5 5 a 3 3 62' 4 ( 5 6 6 23.8 39.6 37.7 33.9 06.7 50.6 34.0 31.6 33.2 30.2 66.7 47.7 29.4 28.5 27.2 26.7 03.2 45.6 26.6 261 INT.( - ) 76.4 76.4 70.4 54.3 78.4 68.2 57.7 42.6 76.4 52.9 36.7 32.1 01.0 45.9 27.9 25.3 70.4 78.4 78.4 70.4 72.0 57.4 78.4 71.1 01.1 59.5 51.3 44.5 78.4 54.4 30.4 31.6 37.7 33.9 76.1 50.6 34.0 31.8 33.2 30.2 07.6 47.7 29.4 20.5 27.2 20.7 - 65.2 45.9 28.6 27.4 27.4 26.2 25.8 3/16' ANN. GLASS 1/4' ANN. GLASS 86.7 60.7 09.7 66.7 60.7 66.7 06.7 62.8 66.7 39.9 46.0 38.2 62.6 45.0 34.3 27.2 66.7 06.7 86.7 00.7 00.7 00.7 06.7 09.7 60.7 66.7 06.7 06.7 66.7 624 50.7 47.0 44.3 40.8 66.7 54.1 43.5 40.1 37.5 310 06.7 47.7 30.0 34.9 32.5 29.0 60.2 45.9 39.5 33.5 31.1 27.7 INT.( -) 125.0 125.0 125.0 101.4 110.9 65.9 69.1 02.0 79.5 09.9 48.0 38.1 01.5 45.9 34.3 27.2 120.0 125.0 120.0 123.0 125.0 210.5 121.7 90.2 70.1 72.1 09.6 97.6 87.0 024 50.7 47.0 44.3 40.6 76.1 54.1 413 40.1 37.5 33.0 07.6 47.7 38.0 34.9 32.5 29.0 05.2 45.9 36.3 315 31.1 27.7 I/O' TEMP. C1AOS EXT.( +) 60.7 06.7 80.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 60.7 69.7 66.7 66.7 09.4 45.3 06.7 69.7 60.7 06.7 06.7 06.7 66.7 65.7 00.7 66.7 60.7 86.7 66.7 66.7 68.7 00.7 66.7 08.7 06.7 86.7 80.7 66.7 66.7 05.7 66.7 68.7 06.7 84.0 58.8 51.4 00.7 69.7 03.8 57.7 52.9 46.1 210.0 210.0 210.0 188.0 210.0 171.8 102.0 130.7 200.9 135.9 124.1 102.8 145.9 105.1 75.4 57.4 210.0 210.0 210.0 2t0.0 207.5 199.2 210.0 177.1 100.0 179.9 130.2 147.8 210.0 139.8 132.8 127.1 119.0 109.6 199.2 126.5 117.5 108.3 101.2 91.4 171.0 115.5 89.7 01.2 74.6 65.2 134.0 105.1 01.0 73.2 67.1 58.3 3/16' TEMP. GLASS I/4' TEMP. CLASS EXL(4) 66.7 86.7 00.7 06.7 00.7 68.7 66.7 00.7 86.7 00.7 66.7 06.7 06.7 66.7 08.7 65.7 66.7 80.7 06.7 66.7 66.7 06.7 66.7 68.7 66.7 66.7 60.7 66.7 66.7 66.7 68.7 00.7 06.7 66.7 06.7 66.7 06.7 06.7 66.7 06.7 68.7 00.7 66.7 09.7 66.7 66.7 06.7 66.7 00.7 60.7 68.7 60.7 1 N7.(-) 210.0 210.0 210.0 100.0 210.0 171.8 182.0 136.7 200.9 135.9 123.1 102.0 184.5 112.2 92.0 73.0 210.0 210.0 210.0 210.0 207.5 199.2 210.0 177.1 106.0 270.9 226.2 147.6 210.0 139.8 132.8 126.1 118.6 100.6 199.2 126.3 110.0 107.4 100.4 90.8 181.1 113.3 102.0 93.5 67.0 77.7 174.6 112.2 97.9 69.7 63.3 74.1 BUCK WOTN (FLANGE FRAME) BUCK MOTH (FIN FRAME) 1/6' ANN. CLASS OR 1/0' TEMP. GLASS 2 7 3/16' ANN. CLASS OR 3/18' TEMP. 01485 GLAZING OPTION$ 1/4' ANN. CUSS OR 1/4' TEMP. CLASS BUCK DIMS, A (/0' ANN. GLASS 3 /10' ANN, GLASS 1/4' ANN, CLASS l /0' 7514P. GLASS 3/16' TEMP. GLASS 1/4 TEMP. CLASS 11101/1 HOOHT EXT.(+) INT.( -) LMT.( +) INT.(-) E2T.( +) IM.( -) DR.(+) 1 MT.(-) 73' 105 -1/4 25' (3) 6 58.6 56.0 66.7 109.4 06.7 186.6 66.7 106.6 0 30.3 36.3 667 76.0 65.7 146.2 06.7 160.6 73' 105 -1/4' 37 -3/6' (3) 6 45.2 45.2 66.7 71.3 66.7 129.6 06.7 129.9 9 31.6 31.6 50.7 50.7 68.7 126• 06.7 130.5 73' 105 -1/4' 49 - /0' 0 34.1 34.1 46.5 40.0 867 99.5 66.7 99.3 (3) 9 25.4 25.4 40.0 40.0 66.7 100.9 00.7 100.9 73' 62'(3) 8 26.5 28.8 34.2 342 58.6 74.4 06.7 80.0 BUCK 0088. A V00TH HDOHT 73' 25 6 105 -1/4' (3) 9. 73' 37 -3/8' 6 105 - 1/4' (3) 9 73' 49 -5/6" 6 105 -1/4' (3) 9 73• 62• 6 105 -1/4' (3) 9 72' 6 64• 7 96 24' 0 108 (3) 9 120' 10 126 11 72' 0 64• 7 96' 36' 6 106 (3) 9 120' 10 12e• 11 72' 8 e4 7 96 49' 8 108' (4) 9 120' 10 12e' 11 72' 6 84• 7 96' 54 6 108' (5) 9 120' 10 125' 11 72' 6 84 7 98 60' 8 108• (5) 9 120• 10 128 11 72' 6 84' 7 95' 62 8 100 ( 9 120' 10 120' 11 FLANGE OR FIN FRAME WINDOWS (XOX SIZES) DEMON LOAD CAPACITY - PS? (EQUAL CLASS IJTPS) 1/8' ANN. GLASS EXT.( +) - 66.7 57.9 05.5 44.9 37.1 33.8 266 263 66.7 66.7 85.0 57.9 51.6 467 61.3 57.0 49.5 45.1 41.1 367 38.8 39.3 37.8 34.1 31.1 29.5 34.2 34.3 32.2 30.4 27.9 26.5 29.8 28.1 267 26.6 25.0 24.6 29.0 27.0 27.6 25.8 24.3 23.0 NT.(-) 76.4 57.9 55.5 44.9 37.1 33.0 26.6 25.3 70.4 77.9 65.0 87.9 51.6 45.7 01.3 57.0 49.5 45.1 41.1 367 38.8 39.3 37.8 34.1 31.1 29.5 34.2 34.3 32.2 30.4 27.9 26.5 29.8 28.1 28.7 26.8 25.0 24.6 29.0 27.0 27.5 23.9 24.3 23.8 3/16' ANN. CIASS 1/4' ANN. CLASS EX7.(4) 66.7 66.7 66.7 03.0 45.1 389 36.1 20.1 66.7 06.7 66.7 06.7 66.7 60.7 60.7 66.7 06.7 66.7 65.3 61.3 50.7 48.0 42.8 40.8 39.1 36.5 43.5 39.1 38.0 33.6 32.2 31.4 38.0 34.0 31.1 29.0 27.4 26.8 365 32.8 29.8 27.7 20.1 263 DU.(-) 125.0 106.0 71.4 83.0 40.1 38.9 36.1 26.1 125.0 125.0 123.0 111.7 99.6 94.7 761 71.1 669 67.0 65.3 61.3 60.7 46,0 42.8 40.6 39.1 38.5 43.5 39.1 26.0 33.8 32.2 31.4 38.0 34.0 31.1 29.0 27.4 26.0 36.5 32.6 29.6 27.7 261 23.3 1/8' TEMP, GLASS DIT.( +) 86.7 66.7 66.7 66.7 66.7 66.7 03.1 47.0 66.7 80.7 66.7 66.7 86.7 66.7 66.7 66.7 66.7 66.7 96.7 86.7 66.7 68.7 66.7 66.7 68.7 16.7 06.7 06.7 66.7 06.7 667 06.7 667 62.1 559 51.4 46.0 40.3 83.8 50.0 50.3 46.1 43.0 41.3 LNG(-) 169.6 165.5 133.6 132.9 105.8 105.0 60.0 59.0 199.2 193.7 189.7 166.8 184.4 162.6 142.3 139.0 135.8 132.0 130.2 132.8 110.7 1067 106.7 104.8 103.0 104.1 99.0 90.0 96.4 91.4 67.1 04.9 89.7 78.8 71.0 65.2 60.9 56.7 81.0 71.0 63.8 663. 54.5 829 3/10' TEMP. CLASS 1/4' taws. GLASS EXT.( +) 68.7 06.7 66.7 66.7 66.7 66.7 66.7 067 06.7 50.7 66.7 66.7 66.7 66.7 66.7 80.7 06.7 067 65.7 06.7 66.7 66.7 66.7 667 06.7 60.7 60.7 067 66.7 66.7 66.7 60.7 68.7 66.7 60.7 66.7 66.7 66.7 06.7 66.7 00.7 96.7 60.7 60.7 INr.( 189.6 105.0 135.0 132.9 103.6 104.3 66.6 75.3 199.2 193.7 189.7 186.8 184.4 188.9 1423 139.0 135.6 132.8 130.2 132.0 110.7 105.7 106.7 104.6 103.0 103.2 99.0 98.0 90.4 90.6 66.4 84.3 90.5 602 83.4 77.7 73.4 71.2 87.9 56.0 79.8 74.1 09.9 67.7 A - N0. OF ANCHORS PER HEAD & SILL ( ) - ND. OF ANCHORS PER JAMB (1/3*) 4 ( (1/3T0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIOTH A .4 N0. OF ANCHORS PER HEAD & SILL ( ) - N0. OF ANCHORS PER JAMB ; FLANGE OR FIN FRAME WINDOWS (XOX SIZES) DE5608 LOAD CAPACITY - PSP ( UNE QU 1(8.7 64' 96' 108' 120' 126' 72' 04 96 105' 120 126 72' 64' 90 108' 120' 126' 72' 84' 95' 108' 72 84' 96' 72' 04' 96 24' (3) 3a' (3) 46' (4) 54' (5) 60 ( 62' (5) 7 a 9 10 11 9 8 9 10 11 7 10 7 8 9 0 7 6 0 7 8 51.3 42.1 30.8 33.0 32.1 47.2 41.0 35.7 31.0 27.6 25.0 367 31.0 27.6 25.4 22.9 21.0 31.1 27.6 25.5 22.7 27.0 25.5 22.9 29.7 24.2 21.9 51.3 42.1 36.6 33.0 32.1 47.2 41.0 33.7 31.0 27.6 25.0 33.7 31.0 27.6 21.0 31.1 27.6 25.5 22.7 27.6 25.5 22.9 26.7 24.2 66.7 66.7 46.1 43.5 40.6 49.2 45.6 43.5 37.7 35.9 35.6 34.3 30.4 29.0 69.5 73.4 75.6 43.5 40.6 49.2 43.5 35.6 34.3 32.7 30.4 29.0 66.7 66.7 69.7 193.2 66.7 105.4 60.7 146.4 86.7 132.0 06.7 104.4 126.4 60.7 155.9 138.2 60,7 138.2 134.5 64.7 134.5 132.0 66.7 132.8 124.0 88.7 131.2 110.4 68.7 129.6 103.2 06.7 132.5 104.2 60.7 104.2 103.1 64.7 103.1 102.2 86.7 102.2 - 66.7 100.2 - 60.7 1027 66.7 90.8 59.7 81.6 - 88.7 77.7 Mtn ‘1 SEP 0 4 2003 68.7 4 0 MO OPEPATING VENTS TO BE 1/4 OF /NE WINDOW WIDTH o g x.40 drawing no. W03-50 TYPICAL ANCHORS IBY OR 22Y SHE D.LV. FOR SPACING M000 BUCK HH METAL STRUCTURES (STEEL OR ALUM. 1/(1' MM. MK) STEEL t Fy - 36 KSI MIN. ALUMINUM : 6063—T5 MIN. TYPICAL ANCHOR! 2 BY SEE ELEV. FOR SPACING 7000 BUCK WOOD BUCKS NOT BY KINCO. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; at ELEV. FOR SPACING 112-2115 INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8' MIN. PENETRATION INTO WOOD 1!4' TAPCONS INTO 2BY W000 BUCKS OR W000 STRUCTURE 1 -3/8' MIN. PENETRATION INTO WOOD THRU 1E8' BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY 3/18' TFKS OR SFIF DRIVING SCREWS INTO METAL STRUCTURES (1/8' MIN. THICKNESS) (1/4' MAX. SHIM SPACE) lift SMS lR SC1 F ARII I INfi SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) WEEPHOLES; Wt - 1' X 1/4' WEEP HOLE wiTH PLASTIC BAFFLE AT 5' FROM EACH END. 1 FLANGE FRAME WINDOW Ow' CA. HUWTOUH IA000 STK`.ICTUREY M PC 76361 CA,7L !.• PION Mud MBA 171 e_ M.'el Ei 0 4 2003 a 1 O V ; O m g u n S 1 L . ` a. drawing no. W03 -50 (en.et 5 of 1f)) 1BY OR SBY WOOD BUCK TYPICAL ANCHORS SEE ELEV. SHIM WAX. BUCK OIM. EXTERIOR XO LAYOUT OX OPPOSITE D.L. OPG. EXTERIOR l o x LAYOU 1/4, SHIN DADE COUNTY APPR'O 10.11.11314 8[E SEPARATE NOA D. L OPC. t/4' SHIM [FLANGE FRAME WINDOW P 0 4 2003 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACINO TYPICAL ANCHORS SEE ELEV. FOR SPAQNO ILLUSTRATIVE OTLU. ONLY EXT. OR INT. rINISHES NOT BY NI TYPICAL ANCHORS SEC ELEV. roR SPACING TYPICAL ANCHORS; SEE Euv. roR SPACING 110 SMS INTO WOOD STRUCTURES 1 -1/4" MIN. PENETRATION INTO WOOD 010 SMS OR STI P minima INO SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) WEEPHOLES• WI 1" X 1/4" WEEP HOLE WITH PLASTIC BAFFLE AT S" FROM EACH END. WOOD STRUCTURE NOT BY XINCO, MUST SUSTAIN LOADS IMPOSED BY CtAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Engr. CA. MUMA70UN rNi000 STRUCTURO rt l PE 160167 CAN. SE� FIN FRAME WINDOW o o e � ! p „ W g V O� O + V 3. �'; o a1 o maw o x p s 1 drawing no. W03 -50 (Meet 7of 10 3/3 MN. 3 /e MN. 1/4' MAX. C 1 -- - -- SCREEN OPT. 1/4' MAX. CAP BUCK ODA EXTERIOR O.L OPC. EXTERIOR XOX IAYDUT D.. OPO. SCREEN OPT, 11000 STRUCTURE NOT BY KINGO, MUST SUSTAIN LOADS IMPOSED BY GAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE DADE COUNTY APPRD MUWON SEE SEPARATE NOA TYPICAL ANCNORS SEE ELEV. FOR SPACING ILLUSTRATM OTLS, ONLY ENT. CR Nr. FINISHES HOT BY RINGO TYPICAL ANCHORS SEE ELEV. FOR SPACINO 3.063 1.063 2.680 .062 TYP. FRAME JAMB (FLANGE) 462 TYP. .9L3 2.363 1.363 1 2.691 FRAME SILL (FIN) 2.691 FRAME JAMB (FIN) .062 TTP. 2.680 .062 TTP. .120 ! I L321 1.123 1.500 .813 1.126-- 1 �L763 FRAME HEAD (FIN) .013 1900 FIXED FRAME JAMB (FIN 1.375 062 TYP. 2.301 17E31 / 1A 2 2A 3 44 3A 9 10 IDA 109 11 12 13 14 13 10 17 10 19 20 21 22 23 24 PART KCO -204.3 KCO -2053 KCO -271 KCO -272 KCO -273 KCO -2042 KCO -2052 KCO -241 KCO -2051 K00 -2044 KCO -2047 KC0 -2043 KCO -2046 RP -920 RP-919 RP -921 L -049 E231S1NO W2317140 U-4333 25 quANY1TY 1/VEN1 2 /ANT 1/VENT 4/ LITE 4/ LITE 4/ LITE 2/ VENT 1/LATCH AS READ. AS REOD. AS REDO. AS 0E00. 2/VEN1 2/PANEL 4 /PANEL 4 /PANEL 2/4640010 DESCRIPTION ;RAMC HEAD - FLANGE FRAME HEAD - FiN FRAME SILL - FLANGE FRAME SILL - FIN SAL TRACK FRAME JAMB - VENT - FIANOC FRAME JAMB - VENT - PIN FRAME JAMB - FXED - FLANGE FRAME JAMB - FIXED - F111 FIXED MTG. RAIL VENT TOP Is SORT. RAIL VENT INTERLOCK Att41 JAMS STILE OLA21N0 BEAD 1/2 GLASS GLAZING SFAO 3/16' GLASS 042040 0EAD 1/4- cuss SNAP IATC11, 2 -S /8' L0N0 LEAF 300140 FOl SEAL WEATNERSTIP FIN SEAL WEATNERrnP BULB WEATHERSIRIPPINO ASSY SCREWS FIXED RAIL SCREW -31U. ROLLER 10)5100 & DUDE ROLLCR SAAR BAFFLE 2 /BAFFLE BAf9IE SCREWS MATERIAL NAND. /SL'PPUER/REIIARKS 6083 -16 6053 -70 6083 -16 0063 -16 6063 -06 6063 -78 6063 -76 6003 -16 6057 - 16 6063 -16 6063 -16 6063 -16 8063 -16 01010 PVC R1010 PVC 01070 PVC NYLON 51. STEEL DEUON BRASS ST. STEEL NYLON A7 6' k 46' FROM BOTTOM ULTRAFAB .187 X .150 OR EQUIV. ULTRAFAB .107 X .170 OR COUV. EKON .190 X .300 /0 : 1' PH SIA3 /6 x 3' PN 5MS AT CAC/4 ENO OF VENT AT 4' FROM EACH END 116 x 1/2 5INS GLAZING BEAD 1 4' GLASS .857 r 062 1.100 GLAZING BEAD GLAZING BEAD 3/16' CLASS 1 /e' CLASS Eno- DR. NVIAL/CRAM PAWO(. FLA PE / 10557 CAN. 7536 •d !Egg U §o drying 40. W03 -50 • PRODUCT CONTROL NOTICE OF ACCEPTANCE Kinco Ltd. 5245 Old Kings Road North Jacksonville ,FL 32254 Your application for Notice of Acceptance (NOA) of: Series "Mark 40150 HP" Aluminum Single Hung Window 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 - 0131.04 EXPIRES: 05/07/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMIVLITTEE 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: 05/17/2001 RiO acoep a cover pagoda a a MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DAI)E FLAGLER BUILDING I40 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 7 Francisco I. Quintana, RA. Director Miami -Dade County Building Code Compliance Office Internet mail address: postmaster ®buiidingcodeonline.com l Homepage: htti• /www.buildingcodeonline.com Kinco Ltd. ACCEPTANCE No.: 01- 0131.04 2 APPROVED EXPIRES MM 1 7 2001 • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews Notice of Acceptance, No. 98 -0805.01, which was issued on September 3, 1998. It 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. 2. PRODUCT DESCRIPTION 2.1 The Series "Mark-40/50 H.P." Aluminum Single Hung Window and its components shall be constructed in strict compliance with the following documents: Drawing No KJAX0019, Sheets 1 through 5 of 5, titled "Series MK 40/50 H.P. S.H. Window," prepared by manufacturer, dated 4/21/97, with revision D dated 4/15/98, signed and sealed by Ronald R. Rainey, 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 flange type frame or fin type frame windows only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in Sheet 4 and 5 of 5 of approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window 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 require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manu 1 P ez, P.E. Product C Product Control Division May 7, 2006 1 Examiner Kinco Ltd. ACCEPTANCE No.: 01- 0131.04 3 MAY 17 2001 APPROVED EXPIRES May 7, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b. The product is no longer the same product (identical) as the one originally approved; c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d. The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE ManueP eez, P. E., Product C '.1 Examiner Product Control Division 98. ANCHOR CTYP.) (SCE SHT. 3 FOR ANCHOR SPACING ON VAR10US SIZES). MAX SASH HGT. 32 /4' MAX FRM. WTH. 53' 6 ' d NA74' D.C. MAX. 24' D.C. I I 1(� - 1 1 1 1 W MAX FRM. HGT. 76 3/4' N�ING 24. 0.C. 1 1 6' MAX. DAYLIGHT OPNG, 49 1/4'x44 1/2' DAYLIGHT OPNG. 49'x27 1/4' 1 1 MAZ.SPACING 24. O.C. MAX. 6' VIEWED FROM EXTERIOR 3/16' THK. ANNEALED GLASS IN FIXED LITE. 1/8' THK. ANNEALED GLASS IN SASH TEST REPORT $FTL 1648 DESIGN PRESSURE RATING; 55.0 PSF SEE CHART '01 AIB' ON SHT.•4 FOR DESIGN PRESSURE CAPACITIES b NO. OF ANCHORS REO'D. ON SMALLER UNITS. GENERAL NOTESI 1> ONE ANCHOR @ EA. LOCATION <TYP.) 2> SEE SHTS. 2.4.85 FOR INSTALLTION ANCHOR TYPE, SIZE. ONTY. 6 EMBEDMENT FOR VARIOUS SUBSTRATES, 6 SIZES. 3) MAX. ANCHOR SPACING = 24' O.C. ANCHOR (TYP.) <SEE SHT. 3 FOR ANCHOR SPACING ON VARIOUS SIZES). W j B &C 0 ADDED MAX ANCHOR SPACING REVISED PER METRO OADE 111992 EXAMINED 71115 DRAW160 AND TD THE am - C LETTER 0ATC0 3 -13 -92 MY RNOWLTnf( IT CON rooms TD LOCAL OUILOING C us ADS D O PER METRO REOUIRENENTS AND APPLN:AOLC MST RIPORTS. 8 RCvIS[ RtVISC OPTED METRO 06 RON AI•D R. RAINE,. P.E. LETTER FL REM No. 1380) ADDITIONAL TITLE BLOCK INFO. viE A ADDCO ANCHOR 6 SPACING INFO. 4//c,/ /o REv. DESCRIPTION MAX FRM. WTH. 53' 6 ' NAX.SPACING MAX. 24' OZ. —" DAYLIGHT OPNG. -'- 48 1/2528 3/16' 1 -30 -98 >ir B 32' - \x/ MAX / \ / MAK SPACING 1 / SASH DAYLIGHT OPNG. 24' cc. HGT. 48 1/8'x28 3/16' I 1 1 _-i___- -1 1 1 6' MAX. 1 A _JMAKSPACING V III 24' D.C. 6 ' MAX. VIEWED FROM EXTERIOR 1/8' ANNEALED GLASS IN CTYP> TEST REPORT $FTL -1713 & 1716 DESIGN PRESSURE RATING; 50.0 PSF SEE CHART "01" ON SO. 5 FOR DESIGN PRESSURE CAPACITIES 6 NO. OF ANCHORS RE0'D. ON SMALLER UNITS. PRODUCT RENEWED ACCERA54 E ���o/3f•OY E2aIIA7I0N DAIS S -7 -a6 ULTCONTROLDIVOT CODBCOMPCiANCB 4 -15 -96 K !NCO, LTD . JACKSONVILLE. 0 KINGS RCAO 32254 l -17 -90 "' SERIES MK 40/50 H.P. S.H. WINDOW ELEVATIONS CNWNEERt RONALD R. RAINEY. P.E. 10 -24 -97 DISCIPUN CIVIL DATE rL, REC. NM 13897 63' MAX FRM, HGT. Al'PL:•:L^ f.3 LL:: F•T.:" 14 18( U,t"i Q t v 1,1:15 eT TR0L PTO C RROl01Y13. 8080II4 COCE OFFICE ACCEPTANCE 110.1 55 "° 15125.° JS b.I6 4/21/97 N.T.S. 0 " G. N0: KJAX0019 RCv. LCT1CRt D 543(1 1 OF 5 PREPARED 07t P00016C7 8 6P E0OI0E0RII10. 010. 110 V. 08(78TP7( LUIS. 2882 NAJY%, 8201006 32766. 1860018 607 605 -0366 16• Am Ann_n.nn t 11/4' MIN. EMBEDMENT FLANGE FRAME HEAD FLANGE FRAME SILL 1 1/4' MIN. EMBEDMENT t SECTION A -A SKATE BITE' 3/e' RIP. (779.) r _- 1 1/ 4'� MIN. EMBEDMENT FLANGE FRAME JAMB IN MAS'Y. W/ TAPCONS SEE NOTE 117 1 3/8'..— MIN. EMBEDMENT FLANGE FRAME JAMB IN MAS'Y. W/ STRUCT. WOOD BUCK W/ WOOD SCREWS SEE NOTE 118 rv, •..•, • °•e no' • wr. ANn TO THE BUT Or M) . UMj1.; •••• ;. - nNTO•v' To • nr4L 61111.01NG CODS REQUIREMENTS AND APPLICABLE ►TEST REPORTS. RONALD ry. REO. HO.13ff1 1 1/4" EMBEDMENT WAS 1/4" 0 ADD O SECTION C REVISED PER METRO 040C LETTER DATED 3 -13 -96 B A REV. SECTION B -B REVISED PER 9(190 DADE LETTER DATED 1 -28 -96 ADDITIONAL TITLE BLOCK INTO. ADDED ANCHOR 6 SPACING INTO. DE SC RIPI ION 0 I Ai A IPA— MIN. 1' EMBEDMENT '4 (9® FIN FRAME JAMB Ej IN WOOD NOTE 119PN'G. SECTION C 4 -45 -98 3 -17 -98 1 -30 -90 10 -24 -97 GATE NOIC, 1) GLASS IN DROP GLAZED USING SILICONE BEDDING COMPOUND AS LISTED IN B.ONL ON SNCET 2. 2) ROLL 10RMC0 ALUM. GLAZING BEAD IS USED 10 C %711. 3) DESIGN PRESSURE RATING • POS. L NEG. 50.0 PS1. 4) FRAM[ CORNERS (I SILL SCALED V1114 SCHNCE MORENCAD 5504 NARROW .4012T SCAM SCALER. • 5) USC LA1C% CAULK BENI110 24372024 1LANGE 102 (%1R. PERIMETER SCAT AS RC0'0. 6) PRASE AND SASH MATERIAL. ALUMINUM A4.1.07 6063 - 76. 7) IN MASONRY OR CONCRETE OPENING V/ O6 81 NON- STRUCTURAL WOOD BUCK. USE 3/16' DIA TAPCON, OR COL.. Of SUITICIENT LTN. TO ACHIEVE KIN. 1 1/4' EMBEDMENT INTO MAT'). OR CONCRETE. 8) IN 9430797 OR CONCRETE OPENING W TWO 117 STRUCTURAL WOOD BUCK. USE MIN. 110 24002 SCREW 01 SUfrIC1CN7 LTN. 7D ACMEV( MIN. 1 3/8' EM8EDMENT INTO V00D SUBSTRATE. 9) IN 24002 I PANE OPENING. USE f8 '000 SCREWS 0f SUTfICICNT L1N. 70 ACNIEVC 412. 1' EMBEDMENT INTO 24000 SUBSTRATE. 70) (1) 1 1/2' X 1/4' WEEPS IN SILL SCREEN RETAINING LEG 8 3. 1 21' 1ROM CA. END. PRODUCT RENEWED ACOEPTANCENO. Of v0 I.OY 810N DATE S - p CONTROL DI CODECOMPLIANCE 5215 OLD K I N C 0, LTD. JACKSONVILLE KINGS 1 LOP20* 32254 Tf7LO SERIES MK 40/50 H.P. S.H. WINDOW SECTIONS CNOINC(RI RONALD R. RAIFICY, PE. 01SCIPUNG CIVIL 11. RIG. 90: 13897 CG:.7Ft' ' YU:iit FLOB•CA 0O11.11 COOT. 61I1 . OT PRUDU ' a701 01)0109 DUILOINC DICE COMRVUICE OFFICE ACCEPTANCE NOR2:-.OgDS' O1-• ORN: JS DATE 4/21/97 SCALCI N.T.S. DWO. 701 964,4 %0019 RED. LETt[� D 3HEE1: 2 OF 5 ARC►ARIO 91, PRODUCT L APRICATION (MO1M(IRKlO. 1M7.. 110 N. 69611..74(7 044 1■47 yam. nf1R1A \71.4 *AAA 4*T ..+ -.T•• •.. ,.. • +• •.•• ITEM PART NUMBER PART NAME 15 16 17 18 N.S. 20 21 22 23 24 N.S. N.S. 28 N.S. N.S. N.S. N.S. N.S. N.S. N.S. N.S. 29 1 AF -12077 W.B FRAME HEAD 2 AF -12106 F.T. FRAME HEAD 3 AF -12109 W.B. FRAME SILL 4 AF -12110 F.T. FRAME SILL 5 AF -11731 W.B. FRAME JAMB 6 AF -11770 F.T. FRAME JAMB 7 AF -12072 H.P. MEETING RAIL 8 AF -12075 H.P. SASH TOP RAIL 9 AF -11928 H.P. SASH BOTTOM RAIL 10 AF-12076 SASH SIDE RAIL N.S. AF -12507 W.B. MULL N.S. AF -12164 F.T. MULL 12 05 -175 ALUM. GLAZING BEAD 13 05 -032 ALUM. GLAZING BEAD 14 : -137 / M -1801[ SCREEN FRAME 18x16 MESH SCREEN CLOTH 21018758GYWF WEATHERSTRIP 20216 WEATHERSTRIP FP -415 WEATHERSTRIP WV -2292 WEATHERSTRIP BLOCK8TACKLE SASH BALANCE L045 SASH TOP GUIDE L049 SASH LATCH TB -1 SPRING SASH LATCH SPRING 810 WOOD SCR. FLAT HD. 8Ax1 -1/2 FLAT HD. SMS 8Ax5/8 FLAT HD. SMS 3/16 DIA.TAPCOtr INSTALLATION SCREW 9946 PLUG BUTTON N.S. a NOT SHOWN L046 M4OSCP -1 5504 8 600 SM -5731 V R -1357 8Ax5/8 88 WOOD SCR. SASH FACE GUIDES SILL PAD SEAM SEALER BACKBEDDING BACKBEDDING SASH STOP PAN HD. SMS PAN HD. VENDOR NAME ALUMAX / BONNELL ALUMAX / BONNELL ALUMAX / BONNELL ALUMAX / BONNELL ALUMAX / BONNELL ALUMAX / BONNELL ALUMAX / BONNELL ALUMAX / BONNELL ALUMAX / BONNELL ALUMAX / BONNELL ALUMAX / BONNELL ALUMAX / BONNELL FL.SCR. /MARLIN METAL FL.SCR /MARLIN METAL MASON CORP /MARLIN MIL PHIFER /N.Y. WIRE AMESBURY /ULTRAFAB AMESBURY /ULTRAFAB KAWNR /WIBORG /VI R NO W1BORG CALDWELL MFG. HUGHES /PROGRESS HUGHES SUPPLY GREGG TOOLODIE MERCHANTS SUPPLY MERCHANTS SUPPLY MERCHANTS SUPPLY MERCHANTS SUPPLY ASHLAND SUPPLY HUGHES /PROGRESS FRANK LOWE RUBBER SCHNEE MOREHEAD TREMCO SCHNEE-MOREHEAD VITRON MERCHANTS SUPPLY MERCHANTS SUPPLY DESCRIPTION FRAME HEAD EXTRUSION FRAME HEAD WITH FIN FRAME SILL EXTRUSION FRAME SILL W/ FIN FRAME JAMB FRAME JAMB W /FIN H.P. MEETING RAIL H.P. SASH TOP RAIL H.P. SASH BOTTOM RAIL MULL MULL FOR FRAME W /FIN FOR 3/16 GLASS FOR DSB GLASS FIBERGLASS 18 -16 MESH 1 PC EACH SIDE RAIL 1 PC. TOP RAIL SASH BOT.RAIL 2PC. EA. MULL 1 EACH LATCH INSTALLT]ON SCREWS V.B. MULL SCREWS F.T. MULL SCREWS MASONRY /CONCRETE PLUG HOLE IN TOP RAIL 2 EACH SIDE RAIL SILL JAMB CORNER PAD SILL JAMB CONNECTION SILICONE SILICONE • 2 PER SASH FRAME & SASH ASSEMBLY INSTL'N. SCR. / WOOD FRM. I HAVR 9•ANnTO TWA "MARINO •911 TO THE BEST Of MY VNOw1PMT IT COH FORMA TO LOCAL BUILDING COOS REQUIREMENTS AND APPLICABLE TEST REPORTS. RONALD R. 9•1967. P.E. FL. REQ. N0. 13897 CAVIL A PCP. 0 4 11.500 1-+- 2.050 H T W.B. FRAME HEADER TYP. VALL THK. .062 1 -0-2.050--go-1 F.T. FRAME HEADER TYP. WALL THK. .062 h j - i 2.062 W.B. FRAME SILL TYP. VALL THK. 062 0 2.062 l F.T. FRAME SILL TYP. VALL THK. .062 3.063 ADOtO / 0 w000 SCRCw rOR FIN IRAN[ OCSCRR'11ON 1.875 T 2.688 4 -1s -98 OATS - 2.000 2.438 V.B. FRAME JAMB TYP. VALL THK. .062 1 2.000 3.063 F.T. FRAME JAMB TYP. WALL THK. .062 1 10 .937 .812 SASH SIDE RAIL TYP. WALL THK..062 PRODUCT RENEWED AACBPTANCStta 01-Gr =f.oy pe TSOPt DATB (r- � - o b BY cONUOI. Dms DBCOAWLIANCB A0: +1.''J !.S COLCIYI'IC Y; fll TILE ':i fE001DA ( :1.11.0:o0 cr;57 I A C'1i 41 root IRO: 015.8105 00110190 CODE � COOM � PLIANCE OFFICE ACCEPTANCE 140.Q° K I N C 0, LTD . JICK,o*M KINGS a� o 32254 X1117. SERIES M -40/50 HP S.H. BILL OF MATERIALS "C' "I' 9. RONALD R. RAINEY. P.E. 9nc.ruNu rl AO. 00, 13997 0 1.064 2.050 J__ MEET NG RAI TYP. WALL THK. .062 ® --►� .984 F— T 2.0000 SASH TOP RAIL TYP. VALL THK. .062 1.624 1.r- - T 2.062 SASH TOP RAIL TYP. VALL THK. .062 JS 9CV. Lent9, A 9617, 4/21/97 0 6. 00, KJAXOOI9 s*ttl, 3 OF 5 P0794060 91, 9909•01 • •PPLCC.TCM t•C:Nt1A PC.. 111 N. c•t6•RlE1 YNt. Sot WAY. RPM.. It 41. AMINO( 407 00$ -0340 t.9 407 501 -004• 919003 117[ MKS DCS21.5 P2C15U5C 2 f IO d AMMO f(919f 29 TRAM VID15 / 71591 1)7[9105 297(9109 WAD MD SILO JAN! 27.7/9 • 27 -1/2 55 200 r - - 2 /2-7/5 • 75 -1/2 55 179 2 7 23-7/9 • 43-2/2 55 147 r 3 22.7/5 • 51 -1/2 55 225 2 2 23.7/2. 59 -1 /2 55 102 2 • 23-7/11 • 71 -14 55 04 2 9 27 -7/0 • 27 -2 /t 55 200 P 2 27.7/9 • 73-1/2 35 259 2 7 97-7/5 • •1-1/2 SS 119 2 7 57-7/9 • 52 -1/2 55 99 2 3 57.7/9 • 51 -2/E 53 55 2 4 27.7/9 • 71 -1 /2 35 70 0 4 137)/1 . 27.4/2 9s 178 t - e - 37-7/9 A 13-14 95 129 R 7 31- 7/0 -S7) 55 221 r 7 31 - 7/0 • 51 - 1 /2 55 ' SS 2 7 31 -7/5 • 59 -1/2 55 77 2 • 31.7/1 A 71 -1/2 55 60 2 4 35.7/9 • 57 -1/t 55 151 1 _.. t 25-7/5 • 35.3/2 55 4)3 1 1 75-7 /9 • •3 -1/2 55 90 1 3 25 -7 /1 • 51 -1/2 53 75 7 2 33- 7/0 . 39 -1/2 53 64 7 4 35-7/0 • 71 -1/2 55 55 2 4 39 -7/5 • 27 -1/2 55 114 3 2 27.7/1 • 25-1/5 55 222 2 7 79.7/9 • 17.1/2 53 90 3 7 39 -7/9 8 5I-l/2 55 67 7 3 39.7/0 2. 59-2/2 55 57 2 • 39 -7/5 • 71.1/7 5S SS 3 A 47.7/9 • 27-1/2 SS 221 ] t 43.7/5.15.1/2 55 99 7 3 4]- 7/0. -1 /t 55 75 3 3 47_ 7/5.51 -1/9 53 40 3 7 43 -1/5 . 59.1/5 SS 65 7 9 13 • 71.1/2 53 55 1 1 •7.7/5 • 27.1/2 SS 110 2 2 .7 -7/5 • 35 -2 /2 SS 92 2 3 47 -7/9 • •7.1/2 55 St 5 3 47 -7/9 4 51 -1/2 SS 39 3 3 47.7/9 • 59.1/2 55 SS 3 4 47 -7/9 • 71.1/2 35 55 7 4 9124013 117E I1CMC0 X SMEM 29((0021 PST NO 0 09001 0(4(95 In TRAT( 32074 / 1(1029 [97[0184. 22)7[9184. 7(4) AND WEE AIMI 19 9 28 55 250 r r 19 • 32 -1/S 53 200 r 2 11 • 34-9/5 55 151 2 2 19 9 67 55 125 2 4 75 472 53 109 2 4 19 8 74 -5/4 55 102 r 4 25-7/0 ■ 15 53 500 5 5 26.7,5 • 75 -3/9 55 146 2 1 114.3/5 • 50-54 51 115 2 1 245/9. 55 55 2 • 25-5/9 • 70 59 74 r • 24-1/1 • 76.5/1 53 69 5 4 54 -74 • 25 55 134 2 2 79 -7/1 • 25-1/9 SS no 3 3 56-7/9 • 90.9/9 55 74 1 7 36-7/9 • 43 35 59 7 4 76 -7/0 • 72 99 55 3 • 36 -7/5 . 71 -3/4 Ss 55 1 4 27 • Pt 55 205 7 2 93 • 314/9 55 t9 7 3 53 • 55.5/9 55 99 3 7 13.63 55 55 7 4 57 • 72 59 55 3 • s7. 75-7/1 35 53 7 4 A A A A A (0 9 4 4 241191 .8.51991E AND MOO, CMNR7 • '014 • 5-22(5. 5•4 43/30 42. 7411 21421/.1 •11.0 319009 11/21 115 3511. 5225. 37"175-3/4" IAEA6 541[5 ON 211101115, 7,26" CLASS 070501. Ott WA55 190N0 02• SSA 911 0021. 501(1. 1/ P9571190 0(320- LOADS AN 4)817(0 10 550 .9/. D.( 10 5 7)21 951511 7517 5-2(93990 (01..(117. 21 1111441.41201 212. 19*14 920503 15 9010 19744( 520450. 5 3000 02/131 MOLT X 0 032 1(2(51 STN. 10 P0574271 1111 1' 195(0(11 2510 3000 &&&&& IC, 21 7594505 0 44(.021 (740A87(3 901 79 (4(115 19 280211 09 «1725 223.11201 •0 • 9[911(5 810201 4553(017[ CAP41111C5 09 944 11. 1991 A (0ww47h1 .801.(2110 AND A14M09 118111 - RAY 0092(0. 9494 •5/30 N. 744701.91 177(4.1 794 VINO ./ . SITC. 57.176 -249" 2124824 549(5 ON 174.41141. 3/11" (LASS 2729(21. D3) GLASS /VCMS 122- 510 912.919 PIT. 80711. 17 20217190 MOM LOADS ARC 11121(5 10 950 25-, SA 10 915 407 014119 1531 ••001155 CMACl18. t• 110174LA7104 12-54 219.995 315293 25 C0K901C 222 9450117 0•9290 41 97(5 1040414 00%011 769 21 5158270274 4019 5824 - 410 6209 3(2(2/9 NOT K 021 31.8'211[112)1 9.10. 70 29774220 NN 1 3/21 [*1124(91 1910 9000 381)1 07 747(9 52[02010 (0/1070 A N0901213411014. 095.17 3019 114(91 - 3/16• 09. 1.8/5011 05 CO3. 14/11 X 00 Of 1131021 9.7. 19 5•1075 1/22244 ■000 15101 4. M241X NN 1 1/4' (011/0•[51 IN70 (04X75 D• 9470127. 31 KIn * 0 .8.••1 4.74[94.41(5 NOT TO 1551(9 2. 18043 09 C(97(R. 4611101 •4• - 491815 041251 LOAD (••(11259 04 AUG. 11. 2594L 1.46•. -�- 2)•( .7. 4 ' -• 6740 TO THE 5(51 MT 790291500E 17 (05 722 9.0(49. gam Dom (00( REQUIREMENTS ANO AP /IICASI( TE51 REPORTS. R050 R. 9.14E5. P.C. PI- R(0. NO. 13097 A IREV. PRODUCT RENEWED APICEI46. bf- 47131.CW • TIONDATE ' > -14 APY4OYUJ 53 COKii5235 71111 111E 055.7)1 n .IDA MIMIC Coq OAT'. 119= u3/ PRODUC c 1902 U2w3.09 OUILDINO COOL COW'IANCE 02IICE ACCEPTANCE K 1 N C 0 , LTD • JACIOSO 00402 S Flom* 3275. TI2LU SERIES M - 40 / 50 H.P. SINGLE HUNG COMPARATIVE ANALYSIS AND ANCHOR CHART C7015CER9 RONALD R. RAINEY. P.C. DAN' J S DAIC` 4 /21/97 'REVISED CHARTS 8-11 -90 01501714(1 CIVIL SCALE: 0790 010. N. T.S. KJAX 0019 71 . 900. NOl 9(07. LEVIER: :Km DCSCRIPTICN DATE ] 3$97 A 4 OF 5 •554 850 011 49009(1 4 421/115•1479 CIC12(5960, 151., 211 79. 44((570(( 1A91. (44( V.U17 11.09109 17715 25011 9.7 554 -11494 ••• ••• •••-•••• VIAOOV Slit 111CKt OESI5N POti SIRE 912 NO. CF IN e► moos Kt V1019 / 9(1417 (31(99/1 IN7(2N•L IQAD AMP SILL ,xW► 19 x e6 55 e00 a e 1 9 5 3 3 3 / 0 55 Lv 5 7 11x50 Le 55 156 2 • 19 x 43 55 125 2 5 e6 7/e x e6 55 eW e 9 et 7/2 x 70 7/e 55 111 e 1 l rs 7/e x 50 5/e 55 101 ► 26 2,1 x 67 55 25 e 5 36 7/0 I e6 55 020 2 2 16 7/e x 1► We 55 101 3 7 71 7/5 x 50 5.e 55 71 7 5 76 7/e x 43 55 5, 1 5 51 1 26 55 97 7 e 51 x 3e 3/0 55 70 2 7 57 x SO 5/0 50 50 3 4 53 x 67 11 99 2 COMPARATIVE ANAL2S1S AND ANCHOR CHART '01' SERIES. MARK 40/50 HP. ALUMINUM SINGLE HUNG VIRDOV OM 312( 53 "360" HIGH1 BASED ON 01190713 1 1716. DSB ANNEALED GLASS DP- 30.0 NOTES. IT 90S171VC gxTCRI0R1 DCSI09 ►RCSSURCS ARC L3M112 70 55.0 PSI. Dui 70 925 PSI vATCR 1(37 PRESSURE. P1 1N57611611@A FLANGC 110441 v1NDOV IN CDNCRCIC OR MASONRY OPENING. • A7 v2CN OPENING EMPLOYS A Iv0 By STRUCTURAL 2 d000 DUCK - 010 %DOD SCRCvS 02 SUFFICIENT L79. TO ACHIEVE 14I9. 1 3/0 (MBCDM(91 1970 2,000 BUCK. OT vHCN OPENING CAPLOSS A NON- STRUCTURAL ONE BY v000 BUCK - 111N. 3/16' DIA IAPCONS, DR COL., OF SUFFICIENT L1N. ID ACHIEVE N1N. 1 1/4' CMBCDN(N7 INTO NWT. DR COVCRCIC. 37 RUNNER OF ANCHORS CALCULATED !CT TO (5C((D 24' ON CCNT(R. 111AVE t9 014.490 711 595W1216 ANO TOME 1125T Of MT 07OWLE00T 17 C201000115 TO LOCAL WILDING 100E RCOUIPCN EATS AND APPLICABLE TEST REPORTS. 90961.0 R. 94131E0. 9.2. 91. REG. NO. 13117 CIVIL Y /JO REV. DESCRIPTION OATS PRODUCT RENEWED AOCEPTANCSMq 0(— OAS(. 2 TCONDATB 5 -7 —O 0110.9. CONTROL D1VL3I CODE COMPLIANCE A11':0 AS C01CmIB ; 3:311 THE 53610 21.61' DAB 011'1U Chid 01 PRODOC e• . OL OW15 ON 00010■10 COLE COMPLIANCE OrflCE ACCEPTANCE tro.QR- 0405_01 K I N C 0, LTD. JACK ° FLOR OA 33254 SERIES M — 40 / 50 H.P. SINGLE HUNG COMPARATIVE ANALYSIS AND ANCHOR CHART CNCINCCR: RONALD R. RAINEY. PL. msclPUA(. CIVIL r0.. AEG. NO. 13897 ORN: JS sc"I N.T.S. 6(6. LCTT(R1 90(9211(0 ►Y1 90006(1 a 49951(411011 CN2NC111130. INC.. 229 41, O11LA10CC LANL. LAxt MART, 21.00A74 07746. PNONC 407 105 -0111 DA19 4/21/97 WC. 210: KJA)10027 SKEET: 5 OF 5 555 507 605 -0164 MIAMFDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601 N.W. 12" Avenue Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 230 Outswing Aluminum French Doors w /Sidelites (Reinforced) APPROVAL DOCUMENT: Drawing No. W03 -38, dated 06/07/03, titled "Series -230 Alum Out -Swing Door W/ Sidelites (N.L) ", sheets 1 through 7, prepared by Al Farooq Corporation, 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. MISSILE IMPACT RATING: None' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any othcr purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 99- 0902.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by 11+t> uel - MIAMI -DADE COUNTY, FLORIDA MBTRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03 -0630.05 Eap' lion Date: June 29, 2008 ate: August 14, 2003 Page 1 T.M. Window & Door Co. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -38, dated 06/07/03, titled "Series -230 Alum Out -Swing Door W/ Sidelites (N.L) ", sheets 1 through 7, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Load Static Air Pressure Test, per PA 202 -94 3) Water Resistant test, per PA 202 -94 4) Forced Entry Resistance Test, per SFBC3603.2 (b) 5. Along with installation diagram of an outswing doors w\sidelite prepared by Certified Testing Laboratories, Test Report No.CTLA- 136W -1, 2,3,4,5,6 dated 12/03/96 thru 12/07/96, signed and sealed by Ramesh Patel, P.E. (Test report was revised by addendum letter dated 07 -16 -1999, issued by CTL, signed and sealed by Ramesh Patel, P.E.) (Submitted under NOA #99- 0902.02) C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification calculations for Series 230 Outswing Aluminum French Door with Sidelites — Non - Impact, dated November 12, 2001, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Statement letter of conformance, dated June 26, 2003, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated June 26, 2003, signed and sealed by Humayoun Farooq, P.E. (Submitted under NOA #99- 0902.02) 3. Statement letter of compliance, as a part of test report, dated 12 -03 -99 thru 12- 09 -99, prepared by Certified Testing Laboratories., signed and sealed by Ramesh Patel, P.E. 4. Addendum letter to test report CTLA- 136W -1, 2,3,4,5 &6 dated July 16, 1999, prepared by Certified Testing Laboratories, signed by Jim Blakely. 5. Special project #99 -0061 6. Various correspondence between manufacturer and this office, for qualification of various models F. OTHER 1. Notice of Acceptance No. 99- 0902.02, issued to T.M. Window & Door Co. for their Series 230 Outswing Alum. French Door w /Sidelites, approv:..1 1" 29/00 and expiring on 06/29/03. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) E -1 %"--14 anuel Pe • Product Control P. •„ ner NOA No 03 • • 0.05 Eapiratlon Date: June 29, 2008 Approval Date: August 14, 2003 t It 32 13/16' D.L. OPU. 36' SIDELDE YAM III II 11 II \ 25 3/4' D.L CPO. 34 1/2' PANEL WIDTH 143 1/2' FRAME WIDTH AOOL ANCHOR REED. FOR RE1NF. TYPES 8 & C ONLY TYP. AT HEAD/S1LL FOR W000 AL.ATI0f6 0 / 11 1 11 / 1 p® \ / \ / SERIES -230 ALAI OUT -SWING DOOR 1(f SIDELITES APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF. 000RS WITH OR WITHOUT SIDEUTES. D00RS /SIDEUTES ARE NOT RATED FOR IMPACT. AND REQUIRE PROTECTION BY MIAMI —DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS. SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DOORS AND SIDELITES. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HMH VELOCITY HURRICANE ZONE Of ME 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 - 8B. ASCE 7 - 93. ASCE 7 - 95 OR ASCE 7 - AS REOUIRED BY PREVNUNO BUILDING CODE- WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO ME 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 CONOTTONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 20 3/4' D.L OPC. 34 l/2' PANEL WIDTH ( OXXO ) TYPII'.A1 A FVATION TESTED UNIT CLUSTER OF 4 ANCHORS TYP. AT MEAD /SLL 14' MAX. HEAD /SILL / J • n / I I/ 11 / / 11 / 25 3/4' 1/2 MIN. TYP. GLASS BITE D.L OPC. 34 1/2' PANEL WIDTH SIUCONE SC5 1002 EXTERIOR SIDELITE / 4' MAX. HEAD/SILL CORNERS 1 BULB VI1fTl MOULDNO OPTIONAL GLAZING DETAILS SURFACE APPUED FALSE MUMS MAY BE USED PANEL 3/1e TEMP. GLASS 1 /e TEMP. CLASS OR OR /1/4' TEMP. CLASS 3/15' TEMP. MASS 2e 3/4' 0.L CPO. 34 1/2' PANEL WIDTH 71 6/6' FRAME WIOTH 14' MAX. MEAD /ALL 111111 1 v Env DKIH� • STRUCTURE' M PL 10557 CAM: 26 3/4' D.L CPO. 34 1/2' PANEL WWI 4' MAX HEAD/ALL • CORNERS AFPr•rat M 505407 w6 ww- Florida • . -.. Mimi Dada 'mina JUN 27 20U3 ay 1010 gum 11 BUM dromIng no. W03 -38 (Iheet tof 7 ) CHART pl ( COMP- ANE \W03- 38TMW1 DESIGN LOAD CAPACITY - PI 8 LEAP DOORS WM RICH RISE SILL /1 \e \ 1/8' TEMP. GEARS 3/18' TEMP. GLASS I S AL— FAROOQ CORPORATION ENGINEERS, RIMERS & PRODUCT DESIGN 1235 SW 87 AVE I MIAMI, FLORIDA 33174 L ltL (305) 284 -8100 FAR (305) 282 -8978 NMI DOOR YAM REINFORCING • 'N' REINFORCING 'A' REINFORCING 'B' REINFORCING 'C' REINFORCING 'N' REINFORCING 'A' REINFORCING 'B' REINFORCING 'C' FT. FT, -IN. C T. (i) M, ( -) CRT, (+) IM, ( -) CXT. ( +) NT. ( -) O(T• ( +) M. ( -) CM, ( +) IM, (-) CRT, (+) IM. ( -) at (+) INT. ( -) IM. ( - ) 2' -8' 73.1 e0. 73.1 60.0 94.0 00.0 94.0 73.1 73.1 60.0 73.1 124.2 173.4 8' - 0' 3' -0' al 64.1 70.5 64,1 75.5 70.0 75.6 76.e 64.1 84.1 70.3 64.1 0 g 108.9 153.9 EN) 3' -2' 80.4 86.4 60.4 74.8 74.8 74.8 74.8 60.4 60.4 66.4 50.4 96.6 144.9 2' - 80.5 60.6 60.5 00.0 05.0 60.0 86.0 00.5 56.8 60.5 102A 145.3 8' -0' 3' -0' 53.1 53.1 53.1 65.2 65.2 65.2 85.2 53.1 U 50.4 511 0 90.2 3 127.4 3•-2' 30.0 60.0 80.0 59.6 59.5 59.6 59.5 50.0 55.0 50.0 86.0 120.0 CHART #2 DESIGN LOAD CAPACITY - PS? (DUAL LEA? DOORS W1713 HIGH RISE SILL) FRAM /1112M FT.-1N. DOOR 1910114 17.4114. 1 /8' TEMP. GLASS 3/16' TEMP. 01►SS REINFORCING 'N' REINFORCING 'A' REINFORCING '8' REINFORCING 'C' REINFORCING 'N' REINFORCING 'A' REINFORCING 'B' REINFORCING 'C' DR. (+) M. ( -) OCT. ( +) IM. ( - ) IXT. ( +) IM. ( -) EXT. (+) Ga. ( -) OCT. ( +) IM. (-) OR. (+) 017.1) ER7. ( +) 947. ( -) EXT. ( +) -) 10-1.1' 5' -0' 73.1 73.1 80.0 73.1 80.0 94.0 00.0 94.0 73.1 73.1 60.0 73.1 80.0 124.2 00.0 175.4 -4 3' -0' 80.1 66.1 72.7 66.1 80.0 81.5 60.0 81.6 68.1 88.1 72.7 66.1 00.0 105.0 80.0 153.8 0 I11(710 s3uoas 11 8000 9Mi6 - 11I0 MTV -S3 H . 1 D WINDOW AND DOOR 601 N.W. 12TH AVE POMPANO BEACH. FL 33069 TEL (954) 781 -4430 FAR (954) 781 -5078 6'-0' 60.4 60.4 06.4 60.4 74.8 74.8 74.8 74.8 60.4 50.4 66.4 50.4 60.0 90.0 60.0 1444 8' -0' 5' -0' 60.3 60.5 60.6 60.5 80.0 06.0 60.0 88.0 50.5 60.5 66.8 60.5 80.0 102.9 80.0 ..5.3 5' -6' 54.6 54.8 602 54.8 68.8 68.8 68.8 68.8 54.8 54.8 60.2 54.8 80.0 87.8 80.0 127.4 e' -0 50.0 50.0 560 50.0 59.6 59.6 59.6 59.6 50.0 50.0 53.0 50.0 80.0 85.0 80.0 120.0 CHART #3 DESIGN LOAD CAPACITY - PSF (SIDELITES 'WITH SINGLE LEAF DOORS) EKI.( +) k INT.( -) , e r I e ; 11` \_ /1 F1ANC mart FICHES DOOR 1108 r1:1/4. 3/16' TEMP. GLASS 1/4' TEMP. CLASS REINYORCR6C 'N' & 'A' REINFORCING 'B' REINFORCING 'C' REINFORCING 'N' & 'A' REINFORCING 'B' REINFORCING 'C' SIOEIITE 870171 SDE117E WIDTH SIDELETE WON SVELTE WIDTH 57081175 MDTH 510111TE 1NOTH 24 IN. .30 04. 36 04. 42 16. 24 N. 30 N. 36 N. 42 14, 24 N. 30 N. 38 N. 42 9L 24 IN. 30 04. 36 N. 42 IN. 24 N. 30 N. 36 IN. 42 IN. 24 Pt 30 N. 34 114. 42 IN. 79 -1/2' 2' -0' 54.0 40.6 44.2 40.5 146.2 1312 107.2 101.8 192.6 131.2 107.2 101.8 54.0 48.6. 44.2 40.5 146.2 131.8 119.6 1099 192.6 i2 120.4 _ (oxo (x0710 3'-0' 50.3 45,6 41.7 364 130.1 123.4 107.2 101.6 179.3 1312 107.2 101.8 50.3 43.8 41.7 30.4 136.1 123.4 1126 103.9 179.3 162.5 143.2 128.4 3' -2' 46.6 44,2 40.5 37.4 131.6 119.8 107.2 1012 173.3 1312 107.2 101.9 48.5 441 40.5 37.4 131.6 119.6 109.6 101.2 173.3 157.5 143.2 128.4 95 -1/2' 2' 31.2 28.0 25.5 - 64.4 75.9 69.0 - 109.4 107.1 89.6 - 31.2 28.0 25.5 - 84.4 719 690 - 119.0 107.1 97.3 - 3' -0' 29.0 28.3 24.0 - 78.5 712 85.1 - 110.9 100.4 89.0 - 29.0 28.3 24.0 - 78.3 712 611 - 110.9 100.4 91.7 - 3' -2' 28.0 23b 23.4 - 75.9 69.0 833 - 107.1 97.3 89.6 - 260 25.5 23.4 - 75.9 89.0 633 - 107.1 973 89.2 - CHART #4 DESIGN LOAD CAPACITY - P87 (SIDEUTE3 111111 DUAL LEAP DOORS) EXT.(*) & INT.( -) iTausi j f G e Kan e I F1UU( ITT N(y1E5 DOOR W10119 FT. -N. 5/16' TEMP. CUSS 1/4' TEMP. CLASS REINFORCING 'N' k 'A' REINFORCING 'B' REINFORCING 'C' REINFORCING 'N' & 'A' REINFORCING 'B' REINFORCING 'C' SIOEUTE 1'1011 SIOEUTE 'MOTH SCUM WON DEUIE TN S W10 BOW 11110111 IE 11110111 SIOE175 110171 24 IN. 30 N. 36 N. 42 84. 24 N. 30 IN. 36 IN. 42 N. 24 IN. 30 IN. 30 N. 42 N. 24 14. 30 N. 35 N. 42 N. 24 IN. 30 14. 36 IN. 42 94. 24 1N. 30 14. 36 IN. 42 IN 79 -1/2' 3' -0' 52.2 46.7 44,3 40.0 140.7 1312 107.2 101.6 193.2 131.2 107.2 101.6 222 48.7 44.3 40.6 148.7 132.0 119.9 109.9 193.2 173.8 147.2 126.4 � - I, (x (01111 (011x0) 5' -6' 51,3 46.4 42.4 39.0 138,9 125.8 107.2 101.8 163.0 131.2 107.2 101.6 51.3 48.4 42.4 39.0 136.9 125.6 114.7 105.5 1810 165.5 143.2 128.4 t6. 31111 NM MI L2111 CFUJI :sumo 6' 48.7 443 40.6 37.5 132.0 119.9 107.2 101.4 173.8 131.2 107.2 101.6 48.7 44.3 40.0 37.5 132.0 119.9 109.9 101.4 173.8 157.9 143.2 126.4 I 85 -I/2' 5' -0' 313 28.1 25.6 - 64.6 76.1 69.2 - 1193 107.3 69.0 - 31.3 28.1 25.6 - 84.6 76.1 692 - 119.3 107.3 97.6 - e AY 5' -8' 29.6 209 24.4 - 00.1 72.5 a8.2 - 113.0 102.2 89.5 - 29.6 26.8 24.4 - 80.1 72.5 052 - 113.0 102.2 93.3 - 6' 28.1 25.8 23.4 - 75.1 69.2 63.4 - 107.3 97.8 69.8 . - 26.1 25.6 23.4 - 70.1 69.2 63.4 - 1073 97.6 89.4 - q y i • 8 I li CHARTS 1142 SHOWS SINGLE AND DUAL LEAF DOOR . CAPACITIES WITH HIGH RISE SILL. * FOR STD. SILL HEIGHTS LIMIT EXTERIOR LOADS TO +53.3 PSF. ( ,' CHARTS 3144 SHOWS MAXIMUM LOAD CAPACITY FOR GIVEN SIDEUTE WIDTHS. FOR DOORS WITH SIDELITES LIMIT DESIGN LOADS TO LOWER VALUES OF CHARTS 1 OR 2 AND CHARTS 3 OR 4. Env DR. NUWYIXM F411000 P[ 15557 0AN. 3538 . APRovol coopyFgMOFV °"' � '�' • A N ieTIA 77 u ^ NNW „ W03 B7 141/. Alv ..r . no. -3a I __6.1 7 TYPICAL ANCHORS TYPICAL ANCHORS SEE CU:V. FOR SPACENG SEE ELEV. FOR' SP,WNO 0 W 3 /rK3e• 1 2 FROK TYPICAL ANCHORS i6. ENDS SEE ELEV. FOR SPACING • MY OR 213Y 'WY OR. 2Bf WOOD BUCK 'A (( • W000 BUCK . .. _Y X11► .. ; !do 1 0 ;Amu ., O m 0PTIONNL 1/2 MIN. FLUSH BOLT PENETRATION TYPICAL ANCHORS ALT. ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING REINFURCNO TUBE 1 -112 K 1 -1/2. K 070 FULL LEN0114 RE00. AT REINFORCMO PACKAGE B & C W000 BUCKS NOT BY TM WINDOWS. MUST SUSTNN LOADS IMPOSED BT GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. OPTIONA HI - RISE 511 1 RONFORCINC TUBE �LL 2 I 1/2' X ,070• UNCIN REOD. AT REINFORCING PACKAGE 9 & C TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING METAL STRUCTURES (STEC. OR ALUM. 1 /6• MIN. THICK) STEEL : ry - 38 K51 MBA. ALUMINUM U 6083 -15 MUM, 014 SIAS on 1/4' DN. SELF DRIWNO SCREWS LOCKS; • 6n86 DR.' IAUWYOI.N FAR000 TYPICAL. ANCHORS; SEE D.E. V FOR SPACING 1 /4' DIA TAPCONS INTO W000 BUCKS OR WOOD STRUCTURES 1 -3/4 MIN. PENETRATION INTO WOOD THRU 1 BY OR 28Y WOOD BUCKS INTO MASONRY OR CONC. 1 - 1/4 - MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. I -I/4' MIN. EMBED INTO MASONRY OR CONC. 1/40 SELF GRR I LNG SCREWS (flax in FX OR FOUN I INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8 MIN. TMCK.) STEEL : Fy - 36 K51 MIN. ALLAANUM : 6063 -15 MIN. SEALANTS. FRAME CORNERS AND CIAZINC BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MUWON ARO JAMBS SEALED WTTH SIUCONE. HINGES; 7 -S /8' LONG ALUM BUTT HINGES 2 PER LEAF FOR REDNF. 'N' & 'A', AT B FROM EACH 0 3 PER LEAF FOR REINF. 'B' & 'C'. AT 4 -1/2' FROM EACH END AND AT MIDSPAN. STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR MO THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 47-314 FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INIERKNI AT EACH ACTIVE LEAF LOCK STILE, 30 -I/2' FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM. OF EACH LEAF LOCK STILE. • . (RUSH BOLTS AT TOP • 801f0M Or ALTNE'AND INACTIVE LBWS • - 1O 86 Mom= OUt61R P56008 W IMRIOCmE WARNING) . U drawing no. W03 -38 (duvet 3 of 7) .• TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4 MAX. CORPORATION NEM & PRODUCT DESIGN , a ' E T 33174 C 100 FAX (305) 262 - 6978 SHIM O O O © O Ni ni: t 1,M 1 m c� ACTI LEAF 1 .. ,......,......... it) :' S4aF5-230 All1 Cur— 1s DOOR Y/ sums S Ou.) TM WINDOW AND DOOR 601 N.W. 12111 AVE. POMPANO BEACH. FL 33069 TEL (954) 781 -4430 FAX (954) 781 - 5078 O OPTIONAL WIDT O LEAF LEAF LEM WIOTN 2BY W000 BUCK HIMOE ASSEMBLY DOOR FRAME YAM =ELITE WIDTH OVERALL FRAME WIDTH EXTERIOR REINFORCING PACKAGE 'N' TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPAdNO SEE ELEV. FOR SPACING • 1/4' SIAK. t L 1/4 MAX. SHIP SPACE SHIM O O ' ACTIV L EAF ,J �:Sr.i . g k p in 11R.i.. -, �`1 Y If. III ' 511E1 �. . �� .. [311111111111 i I f O,MI aq i l LEAF WIDTH A LEAF WIDTH I I FRAME WIDTH FRAME WIDTH DA. NUMAYUUN FAR000 STRUCTURES FLA PE / 6 1 7 GSS7 , , , — rr2 7 PPT�1ete�pF tie . A /A. • G'i b X:Z .. .... i drawing no. W03 -38 • 7 .000_1 057 0.130 t MATSRU1 YANP. /SuPP10 6063 -Te 0063 -T6 - 1 I r 7 1.394 I 6CO3-T6 - -T6 - 2120 L 9 I { I 3.150 4419 4063 -T6 - 037 { ' 0363 -T6 - F�tb40J FRAME HEAD TM -030 6063 -10 - 0003 -16 00 of mos ). PR5 L( 1.527 FRAME JAMB ADAPTER TM -037 FLUSH BOLT GUIDE 0w. 6063 -1e 5006 emninume MCI SCE 6063 -1e 0006 PAMELITRAME 14040E SEE 2427 6003 -10 1.001 STILL ALUMNN 4' 6.0040 035 . _1 4 3.000 DOOR LO>S A.LIOW.M DOOR 1005 STILS 6043 -16 AT U SPAN 0003 -10 AT 66D WA J JAMB/SIDEUTE 1.343 L700 FRAME GW 36572 RAIL 323 GW 37939 0.372 CENTER HINGE 6063 -16 - W00. LOCK 31116S J 6063 -16 t00( STILES MOS (109/907T014 SERIES-235 Ally dIFSi6 CM 1 SE1910 OU) 714 WINDOW AND DOOR 601 N.W. 12TH AVE POMPANO BEACH. FL 33069 TEL (954) 751 -4450 FAX. (054) 751 -5073 STEEL AT EACH HINOQ ASSEMBLT - - 1.750 & BOTTOM CM -36570 0.046 P Ow OUTER e yea. AT 'LIM 90133 DOOR TOP STm TOP/BOTTOM DM PAILS - ACMEAP E L. 3 Y 1557 - ACTIVE 6.01.3 Y - ACME LEAF. 47 -9/4' FROM 9017011 - - - 6FM. 47 -3/4' PROW 601100 3000 640 -}�--1 "' PLASTIC HINGE ASSD�LY Puq(t0 DOOR .14403 04TA L. 60iw HOW L770 .i STEEL 0006 66514 IW161R9/NUU. CUPS - 062 3.691 /4' WINCE CAP Ito J4. 5M5 /2 PlASi1C (ONCE ASSWaIY - - 3000 FRAME SILL Cw - 28615 .464 0003 -T0 - _ 9099 DOOR MINCE STILE CW -36571 6003-16 SCE LM CIALNC PERMETER 1.774 r• .972 - - a [1 ii 706 We 9307 6063-T6 DOOR PANEL PERIMETER - 4.066 069 335 1 ill WEATHER - STRIP ADAPTER CW -31626 2012 i • 1.770 MINCE X 673 AL5 A 2.126 ASSEMBLY 4200 -•�i DOOR LEAF STILE 614 - 34601 1.157 " 3000 - • t 2�J DECORATIVE -36737 MOULDING 7� . 770 427 • 469 .309 I Y.� - a/c-11 4 » 4 .640 .625 � I 1 ' n 41A. T� U 5 5 Approved « .. *f Or • • Iv_ .1: I AG H' �Ga. % °-- %%/ • C CW um j .529 1 ` • REINFORCING BAR Cw -37056 463 2042 Era A60J 6:042 SILL f .713 062 ` Growing nC W03 -38 SIDELNE L790--I GLAZING BEAD TM-044 ].DOD HI RISE SILL G7310 shoot . of Miami Shores Village Building Department BUIL ING CRITIQ , SHEET 10050 N.E.2nd Avenue Miami Shores, Fl._ • a 33138 Tel- 05) 795.2204 x: (305) 756.8972 Permit ► +. RP 1 W - 147 6 Jo : ame BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building" Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 4 /Q /2, 6-- . / i ct l Phone # Owner's Address .F..213 W E q a - 1-11 - f City 1-6 )72 % shQrec, State F Zip 3 3 / 3 8 Tenant/Lessee Name Miami Shores Village Building Department :.0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Address (where the work is being done) s 2 ? N E 9 a 1 h S 7" . City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO 9( Contractor's Company NameJC Roll i -� n jY/�rityQ�[C 1 7� � P hone # � or 36 cf $3 Contractor's Address v2 O/ S 1� / 4 q ,DL p State - L Zip S 31 8 C Qualifier ,/ S p / � -C 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 ElAlteration LlNew 02 ❑Demolition Describe Work: eplaG F. . )/ ex is i) e dot ti 7ic Submittal Fee $ Permit Fee $ CCF $�� ' CO /CC Notary $ Training/Education Fee $ -" • e, , b Technology Fee $ r 7 - -' Scanning $ ° ' . ) �' Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Phone # Master Permit No. Zip Square Footage Of Work: �� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER. OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In t absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. , C / li Signature NOTARY PUBLIC- - ' Sign: APPLICATION APPROVED BY: Chc 05/13/03 Owner of gent t The fore of instrumen t as acknowledged before one this ' day of / , 2 0C'l., l by O r C� + c r'! e who is personal known to me or who has produced -- As identification andwll�r did take art oath. ffr Print: ' ✓; My �! ' +� " IfigNIMAIstANA PORTILLO *** Commission* g August 19, 2007 ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ( Signature Contractor The foregoing instrument was acknowledged before me this day of n 2 0 6 6bY !1 -e who is personal] known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC:. Sign: Print: . My Co '% PEN (LIANA PORTILLO My Commission Expires '%:` A ,; August 19, 2007 • * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Floricda,Ouilaing Code Garage Door Windload Design Pressures The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, SEI /ASCE 7 -02), Section 161 or "components and cladding" (Exposure C), 146 mph wind velocity for Miami -Dade County. Address: Nail Farrell 828 NE 97 ST. Miami Shores, FL , Miami -Dade County Garage Opening Size:9' 0" x 7' 0" Mean Roof Height: Less than 15' Measured Minimum Building Dimension: 32' 0" Measurement of Nearest Garage Door Opening to Building Corner: 3' 0" Positive Design Load: +41 PSF Negative Design Load: -45 PSF The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 94W7, 9'0" x 7'0 ", Approval # 03- 0428.04, Dwg # 101702, Windload Capacity: +42/ -48 PSF. Clopay Model 4300W8, 9'0" x 7'0 ", Approval # 03- 0430.03, Dwg # 101703, Windload Capacity: +48/ -60 PSF. The design loads shown above area based upon the measurements listed above for "enclosed" buildings, and require that the door being installed meets the requirements of Section 1626 of the 2004 Florida Building Code for windborne debris in high velocity hurricane zones. The related calculations do not address the jambs or supporting structural adequacy. The building official is the final determiner of the suitability of the garage door connections for the particular buiding or home at the designated location. The "structural interface" of the designated door is the existing door -jamb. The structural capacity of the existing, designated door -jamb and associated building frame must be confirmed adequate by a certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject door, and details for installation are provided on the certified, approved drawing, as listed above. Scott Hamilton, P.E. Florida P.E. License 8585 Duke Blvd. Mason, OH 45040 (513) 770 -4800 5/24/2006 [lamb Shoe UNB@c;o ./.,/, ._ — t .trp• '''' E li M?TO :V 1.0 rk l2 C"'a�u-0 1.� @Zx; ^,1 C Oc I500 CE t , ���1�;1 Report # DPR- 060524 -J -01 JUN 0S' 2006 Roof Slope: Not provided (use greater than 10 degrees) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • Clopay Building Products Co. 8585 Duke Blvd. Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this . product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sectional Garage Door 9'- 0" Wide. APPROVAL DOCUMENT: Drawing No. 101702 -24, titled "Door Models: 83, 84A. 93. 94. H93 & H94 ", dated 11/18/96 with last revision on April 2003, sheets 1 of 1, prepared by Clopay Building Products. signed and sealed by M.W. Westerfield, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city. state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting thc performance of this product. TERMINATION of this NOA will occur after thc expiration date or if there has been a revision or change in the materials. use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales. advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months. four times a year. the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 28000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County. Florida, and followed by the expiration date may he displayed in advertising literature. If any portion of thc NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall bc provided to the user by the manufacturer or its distributers and shall bc available for inspection at the job site at the request of the Building Official. This NOA renews NOA #1 01- 0326.01 consists of this page 1 as well as the approval document mentioned above. The submitted documentation was reviewed by Can .Font PE. NOA No 03- 0428.0-1 Expiration Date: August 21, 2008 Appro'1al Date: June 5, 2003 Page 1 HO HT ®11 1QNIMEFAIME HEIGHT SECTIONS • 6'O TO 7'0' 111BEflitlflCE1111l11011 7'6 TO 8'9• 5 t 1ETAIMMAIIIJ IFF31/IIQ INCs 7 tll:1311) BIEMIMMIUIMEEINIti311t0s iii•ilmisISrmfEquEl it4i•11110S ICIGym ®E31m111119311IF isd r•ienimr ®711111511mms l EII]rIL I millflidelcJE Illi 0 alendlirkIi6f6JifTiinii I 111 (1[1 Riiitirriii (110]161311F61ria■J NIIFES ilrS I1Rni 1111 III lIGj1IFSiilliTI MTWETFif� *a } � 1. �CE1311E517/1RSi 34. DOOR NUMBER OF HEIGHT SECTIONS • 6'O TO 7'0' 7'6 TO 8'9• 5 9'Q")0 10'tl' 6 109 TO 120 7 :1111 MAX. UWn fLJU11 1L U (EXTENDED HEIGHT MODELS H83. H94) Ill ill 111 111 l .�I �� . _ I 111 (1[1 4 111 1 1 111 1111 111 11 1111 III } 'I. IMIII • IIII r-- * =-_ *- a1 1 1) - t I AXIMUU 1( OPDONAL VENTS IN' /LMAXIMUM VENT OPENING; 60 J Mn%. ODOR WIDTH 9' 0' MAX. UOON MLIOMI v tl - O (STANDARD HEIGHT MODELS 83, 84A. 94. 94) l .�I �� . _ I 111 (1[1 'I. IMIII I11 LOCATION Of OPTIONAL VENTS ..- &MAXIMUM VENT OPENING: 60 IN' MAX. 000R TROTH 9' 0' MODELS 83. 84A. 93. 94, H83, H94 TABLE 1 END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -I -IOC SYSTEM (TOP. BOTTOM. & CENTER) ONE INTERMEDIATE 51111 BETWEEN EACH EMBOSS ATTACHED WITH TOG -1 -10C (TOP & BOTTOM) AND URETHANE ADHESNE (ALONG CENTER) INSIDE ELEVAIIDN • 5ECT10 ARE ET111ER 18' OR 21' HIGH X 1' 13 GA. GALT. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16'.1 -5/8' WOOD LAG SCREW.. TRACK CONFIGURATION 2" GALV. ST EEL TRACK, TRACK TH .060" - -1.- A r14pP. 2- 1/2112 GA. GALV. STEEL TRACK BRACKET. 5 TRACK (6) TRACK BRACKETS BRACKETS PER SIDE UP 10 82 H HIG H ) , SEE ENO HINGE DETAIL. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (10 SUB) SEE INTERNED. HINGE DETAIL TWO POINT LOCKING INTO TRACK PER SFB4 3603.2 5/8 MIN. ENGAGEMENT (OPPOSITE SIDES OF DOOR) (SEE LOCK OPTIONS) SUDS BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH 510E or DOOR. I OCK OPTION R01 T -ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -1 -10C SYSTEM (TOP, BOTTOM. & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG-1-10C (TOP k BOTTOM) AN0 URETHANE ADHESIVE (ALONG CENTER) INTER. STILE OUTSIDE HANDLE INSIDE ELEVATION 0STTSIDE KEYED LOCK 1 OCK RAP. I TICKING 2.6 WOOD JAMB 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16 ".1 -5/8" w000 LAG SCREW PER BRACKET. END STILE LOCK BAR GUIDE 2 GALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4 BOLT k NUT rp TWO 1/4 Rr'tI5. ENGAGE 04 TRACK ON EACH SIDE OF OCOR. JAMB CONFIGURATION PREPARATION or JAMBS RY OTHERS, NOTE; SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WINO LOADS SHOWN ON THIS DRAWING. INTER. 511LE OUTSIDE KEYED HANDLE TWO POINT LOCKING INTO TRACK PER 5F81i 3603.2 5/8 MIN. ENGAGEMENT 01 (OPPOSITE SIDES (SEE LOCK OPTIONS) STOP MOULDING BY 000R INSTALLER (TO SUIT) 20 GA. MIN. CALV. STEEL END 51110 20 W GALV. STEEL INTER. STILE V 18 GA GALV. STEEL INTER. HINGE FASTENED TO CENTER ST1E W /(4) EACH 114.5/8 SHEET METAL SCREWS. 7/16 PU5HNUT INSTALLED ON ROLLER SHAFT FOR UNRESTRICTED DOOR OPERATION 14 GA GALV. STEEL END HINGE - FASTENED TO END STILES w /(4) EACH 114,5/13 SHEET METAL SCREWS & (4) 1/4 . SELF LAPPING SCREWS. 2' STEEL ROLLER. (4) •14.5/8" SHEET METAL SCREWS 0 00 0 0 \ _ / (4) 1/4 - .3/4' SELF TAPPING SCREWS 14 F•A. END HINGE SNAP LATCH ENGAGES 01410 VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR ® ulapay Building Products Company END STILE INSIDE HANDLE OUTSIDE KFYFO 1 OCK SNAP 1ATCH *OCT( OPTION Pnnr _ 1)7•:ETVEI) 1 4c Florida 07 07 •l:4 -I 1-2 THICK DESIGN ENGINEER: MARK W. WESTERFIELD FLORIDA REG STRATION No. 48 MECHANICAL ENGINEERING 11a ml Doui rr>Hmd Control DhLlcu 24 GA MIN. G - MIN. GALV. STEEL (M1N. YIELD STRENGTH: 28 1(51. DRAWING OUALT') WITH PRIMER AND BAKED -ON POLYESTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL IA GA INTTRMFn1ATE 441141.E • - ALL DOOR MODELS ARE RAISED PANEL EMBOSS GLOPPY BUILDING PRODUCTS CO4PANT 8585 DUKE BLVD. MASON. OH 45040 (513) 770 -4800 nfaaa .• nsim. iu . azu 11/18/96 SECTION A -A 12 CA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) 11 4o5/8 • SHEET METAL SCREWS. SHIP LAP JOINTS. 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES W /(4) 114.5/8" SHEET META. SCREWS & (•) 1/4' SELF TAPPING SCREWS. 2- 1/4' GA. GALV, STEEL U -BAR. TWO U- BARS PER SECTION. EXCEPT 3RD SECTION WHICH HAS ONE U -BAR. U -BARS MADE FROM 80 1(51 STEEL. EACH U -BAR ATTACHED w /(2) 1/4'.3/4' SELF TAPPING SCREW PER STILE. It • • 13 GA. GAIN. STEEL BOTTOM BRACKET. ATTACHED w /(2) 1 14.5/8 . SHEET METAL SCREWS. ALUMINUM EXTRU5109 Jr VINYL WEATHERSTRIP. 15TALLER RETAIL MODEL MODEL 93. 1493 94 1494 B3 84A OESCRIPRON 2 GA. STEEL SKIN: 18 GA. STEEL END STILES 2 GA STEEL SKIN. 18 GA. PaNTFO STEEL END STILES THE 2.6 VERTICAL WOOD JAMBS ARE TO BE GRADE 2 OR BETTER YELLOW PINE. NO LOAD 15 TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING 5UREACE. 2.6 W000 JAMB CAN BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS 15 BAR EXTEND196 INTO THE FOOTING AND INTO TIE BEAMS. ANCHORS CAN BE 1/4'.1 -3/4 EMBE0 TAPCON CONCRETE ANCHORS STARTING AT NO MORE 111AN 8' FROM BOTTOM AND 16' 0.C., BB WITH 3/8 (1 -3/4" EMBED) _ FL LOK /BOLT ANCHOR STARTING AT NO MORE THAN 8 MOAT BORON AND 24" 0.C. DESIGN LOADS, +42.0 P5F k - 48.0 PSI. PLOT 1.42 vuvw�n• ••• 9'O'W •' 12'D"H a`p m' D000 MODELS: 83. 84A. 93. 94. H93. H94 PAVP4mpg. 101702 -24 Owner's Name and Addresses ,� _. _ Registered Architect and /or Engineer MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT 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 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 building during progress of the work. , 19 No Street_ 7/ To be constructed of Kind of foundation Chairnian Member Member Council Approved Date Name and address of licensed contractor__- ______/ _( _ • Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors ) _ Remarks__________ —_ (Signed) _' J and for no other purpose. New Building Remodeling Addition Repairs No. of Stories Roof Covering Estimated Total cost of improvements $__. ____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, Permanent 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 notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors; on work to be performed under this permit, as are licensed by Miami Shores Village. STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, 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.___. , f Date Read, Sworn to and Subscribed before me. Disapproved Date ( Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Notary Public, State of Florida Member Member Member Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice materials and /or workmanship. has been obtained from for inspection or faulty