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WS-08-1417replace windows with hurricane impact windows 15 opening: Passed Inspector Comments FINAL i l � 1e r R 4 ca Y a, ---ii L TT Failed - L/ k_ Correction Needed Re- Inspection Fee (5751 No Additional Inspections can be scheduled re- inspection fee is paid. until fi Inspection Num NSP- 94760 Nu Perm ber: WS -7 -1 417 Inspection Date: 09/11/2008 Inspector. Rodriguez, Jorge Owner: VERGARA, MAGDA Job Address: 156 104 Street NW Miami Shores, FL 33150- Project: <NONE> Contractor: HOME OWNER Building Department Comments Thursday, September 11, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows/Shutters 2 e Inspection Type: Windows and Doors Work Classification: Window /Door Replacement Block: Phone Number (305)759 -1242 Parcel Number 1121360131470 Lot: Page 1 of 2 replace windows with hurricane impact windows 15 openings Passed Inspector Comments CREATED AS REINSPECTION FOR INSP 94760. FINAL BOTTOM TRACK SCREWS MISSING SEALANT '' —(5 c) b % / Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until `" i1 �E :fiiitiffiiiifSL:ft'rfiizid:': Inspection Date: 09/15/2008 Inspector: Rodriguez, Jorge Owner: VERGARA, MAGDA Job Address: 156 104 Street NW Miami Shores, FL 33150- Project: <NONE> Contractor: HOME OWNER Building Department Comments Friday, September 12, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Windows and Doors Work Classification: Window /Door Replacement Block: Phone Number (305)759 -1242 Parcel Number 1121360131470 S p Lot: 1 11; Page 2 of 2 Project Address 156 NW 104 Street Miami Shores, FL 33150- Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Address MAGDA VERGARA 156 NW 104 Street MIAMI SHORES FL 33150 -1240 (305)759 -1242 Valuation: Total Sq Feet: $ 11,000.00 0 Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $6.60 $2.20 $5.00 $250.00 $12.00 $6.25 $282.05 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy ndow PROVE Expiration: 02/08/2009 Parcel Number 1121360131470 Block: Lot Phone Type of Work: WINDOWS No of Openings: 15 Additional Info: IMPACT Classification: Residential Total $ 0.00 $ 0.00 Payment Type: Amt Paid I Amt Due $ 0.0 cht 141s *OR 1 '3 NV Applicant MAGDA VERGARA Available Inspections : August 12, 2008 Date CeII Inspection Type: Shutter Attachment Window Door Attachment Final Shutters Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Tuesday, August 12, 2008 1 0111 Nth'' tit , G YP.o' Ak nW , >J BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Buildin Roofing Owner's Name (Feple�ifleho�der� c Owner's Address 1111 �W II�� St • CityNN of t k 0000 State 31- *' Tenant/Lessee Name Phone # Job Address (where the work is being done) i, b. &) 33/go City Miami Shores Village County Miami -Dade Zip 3 FOLIO / PARCEL # Is Building Historically Designated YES NO )C Contractor's Company Name Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect Engineer's Name (if applicable) Phone # Value of Work For this Permit $ /, &OD . Type of Work: ['Addition []Al aeration Describe Work: (,j Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 b-) 6 Tyorts Permit No. F . f _ �a ;��a ! Pp: l j, JUL u 1 BY: _V - Master Permit No. 3 -3J Zip bD Phone # Square / Linear Footage Of Work: Repair ' epl. ' ❑ Demolition ********************* * * * * * * * * * * * * ******Fees******** * **** ***k*****lx********* * **** x******* Submittal Fee $ Permit Fee $ ' CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ (Q . 't Scanning $ Radon $ DPBR $ Zo ing $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) eA 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 FJ.F,CTRICAL 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 certed copy of the recorded notice of commencement must be posted at the job site for the first inspection whiph occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap oved and a reinspection fee will be charged. Signature v / / Owner or Agent J Contractor The fore;oi g instrument vas ac 1- s ed before me this I The foregoing instrument was acknowledged before me this day of aJ , 20 N h i is y known to me or wh has produced PUBLIC: My Commission Expires: APPLICATION APPROVED BY: (Revised 07 /10107) As identification and who did take an oath. • Signature My Commission Expires: day of , 20 _ , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: JI d V 1 . , ; LI k5 0 ��1•G � , ti p , Sign: Print: 1 ��. ° 4 S-' �`'° Print: A V l U,� Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: {: C\ \/(cr DATE: IQ • OUj ADDRESS: 15 i\L (L4 6 . aiiA►ii (yre - 4-L 331D Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that etnplqyee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this constru Initial 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the c► de. There is a copy of the code in this office for review.` Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure me the minimum code. Initial By 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate'any contract disputes. 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 1A2/ 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses 'a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Was acknowledged before me this 31 day o Produced there License or Initial Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial WY' who was personally known to me or who has 5 Y6J0 OOO9 identification. �� 1 ti 1 otiti 44 , I 1 61;A■.. , 0 S Jpueyev�.N�� Date: 7/3, /oa a a /ZI cc ?NE 40x -R-e 60 19 Ara ISOry eAA 'CT , Claudio Grande CBO 305- 795 -2204 Miami Shores Village Building Department Building Critique Sheet 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- OR V/ 7 Job Name: A/04 . Nvin Page 1 of 1 Provide Design Pressures for all openings to receive new windows!' Pressures can be obtained from the 2004 FBC Tables 1609.6.2.1(2) & 1609.6.2.1(4) or by a signed and sealed Wind Load Chart prepared by a Professional Engineer or Registered Architect. / I PERMIT #: o i :1 ! i iami Shores Villa•e l BY DATE rieduir r fMPLIAN WITH ALL FED RAL JNTV RULES AND REGULATIONS 1O0 ONV 31d1S J'J 01. loarens 1d30 0012 1430 ONLNOZ 03AOdddY P.1 - • , , orie5 p" It E j lassmageor I c2...00rA .0) • • • • • .. • • • • • •••• • . • •••• • • .. .. • • • • • . .. • Miami Shores Buildivag De o rtxpien1• 1 Product Approval Scliedu o-/ Ci•Aparisoil Ck trt Address: 150 NU e 014 'F. Permit No. 08.—! 4/7 Im • . ct .. ` nin Descri • Eton of Window Product Acce • Lance Product A • • royal 0 • • ` D Ron; h 0 • enin: Shutter Re • uired Mullion Re • uired difitC5111111111ftatillIentriMIEMIEEZIMM111111=11111111 411 IIIIVAMIIIII Os. .')3 Qtg; ! s er 50 g A 3 I '1% tro, r 4 f.r < . �° °�� o . d/ S/'Y Vs OD '� a �^ . ,° ,.V"a`.a ° 4` a . t ; . Q% ma (, • 414 vr g° 4� It? 00 0 0 '2 ov no 7, r .rt 13 ® 0$ 7 557re Its 1 iff S 3t 'D 110 11 r z k' Mli . fINT MIIIIIIIIII 2r.7 iig n l' D !JO III mi 1 r ea , 0 , e,s 10i a >,0 - e'i .. Pfiess Fri = &/2— 24tsi4 ' ` • • ••• • • • • •• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • . • ••• •.•. RIECEDVED AUG 02 000 d1111,911.11114//b WW1 1 1, rLLJA.LI,K B :'tl!' IA! i'l=',k 4 - OMPLTANCE OFFICE (BCCO) 140 WESTYLAGLER STREET, SUITE 1603 PRODUCOLDIVISION • •°" (305) 375 -2901 PAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Florida Window Systems 7040 NW 77 Terrace Medley, FL 33166 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: Aluminum Casement Window APPROVAL DOCUMENT: Drawing No. W03-36, titled "Aluminum Casement Window (Impact)", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 5128/03, with revision date 8/26103, 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: Large and Small Missile Impact LABELING: Bach 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 petformance of this product • TERM) NATION 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 Mianii-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 Berman, P.E. • • •• • • • • • • •. • •• * D0:1416120 • •• • i •NOA:N ExplraIion'I te: Mpteihhet 18, 2008 Approval Date: September 18, 2003 • • • F 1 . • • • • • •••• • • • •••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • •• • ••• ••• • • ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Window Systemp NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. • DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -36, titled "Aluminum Casement Window (Impact) ", sheets 1 through 5 of 5, prepared by Al. Farpoq Corporation, dated 5/28/03, signed and sealed by Humayoun Faroe, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per PBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI-03 -1312 dated 4/17/03, signed and sealed by Rafael Droz, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1752 dated 12/3 /02, signed and sealed by Rafael Droz, P.E. 3. 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 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test • Report No. HETI -02 -1230 dated 6/23/02, signed and sealed by Rafael Droz, P.H. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No, HETI-02 -1751 dated 12/3/02, signed and sealed by Rafael Droz, P.E. 5. Test reports on 1) Air Infiltration Test, per PBC, TAS 202 -94 2) Uniform Static Air Pressure Tesst, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per PBC, TAS 202 -94 along with marked-up drawings and insteltation diagram of an aluminum casement vinyl window, prepared-by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1235 dated 7/3/02, signed and sealed by Rafael Droz, P.E. E -1 • • • • • • • • • . • . • • • • • • • • • • • Theodore Herman, P.E. • ° ! + 1do2.No 11341912$4: Espiratien Date.Se tember 3.1.200$• Approval Date: September 18, 2003 Florida Whidow Systems NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, (For File ONLY. Not part of NOA) 6. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1703 dated 7/9/02, signed and sealed by Rafael Droz, P.E. 7. 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 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1234 dated 7/3/02, signed and sealed by Rafael Droz, P.E. 8. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1702 dated 7/8/02, signed and sealed by Rafael Droz, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM E1300 -97 and structural analysis, by Al Farooq Corporation, dated 5/28/03, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 004524.06 issued to Glasslam NGI, Inc. for "Safety - Plus Laminated Glass" dated 9/21/00, expiring on 9/9/03. 2. Notice of Acceptance No. 01- 0205.02iissued to Saluda, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. E. STATEMENTS 1. Statement letter of conformance, dated 5/27 /03, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 5/27/03, signed and sealed by Humayoun Farooq, P.E. F. OTHER 1. Letter from the consultant sating that the product is in compliance with the Florida Building Code (FBC) •• ••• • • • .. .. • • . • • • . . ... • .... . . Tlmodere Bertnan,P. Deputy bderloi PreDult Cofifroi DtvJsipn: . . . • rii0 . 1\Q 0 '. Exiiiratidn Date:Sepl ber 184008 Approval Date: September 18, 2003 1 OR 2 ANCHORS AT NCH 9108 OF 18YPOST SEE CORE ON Sit>ST 2 FiRAI SURFACE APPLIED FALSE NUNRNS OPTIQNW - I A - u DOW 4 CORNING 985 GE v-1 /8' M & GLASS AM DIDERIATER LASStAM SAFEEW -PLW3 010' PET FILM zoo' 0f1ER4AYER ` OLASSLAM SAFETY -PLJ9 ` t/e' ANN. GLASS 1 X !1 IN !KC TYPE A1' LONDON OF EXTRA ANA 9 UOONE OE 4000 13 1/2' NNI. 74 WIN00W 1rADTHH V S TRESQCO TR£NCA.A E S -806 1/8' ANN. GLASS .090 ORERLAYIN \\ SAE EVICEEPS*FE /M MUS .-4/r ANAL MASS rIFEHVIREMGLAZE 5 TYPICAL. ELEVATION TESTED MN =CONE 898 GE 4000 1/8" NEAT STRENEI /GASS GLOSSAS SifETY-PLUS rA10' PET FILM 1 .060 ' ALTERLITN OLAffiAUI SAFETY -PLUS 1/8' HEAT STRWD. CLASS CJV =OM 995 1 GE 4000 GI ACS 'NPR "A2' T;I &RR TYPE .'R1 GLAZING OPTIONS 9' MAR. Tr'. H010 /W. comets • • • • • •• • • • • • •••• •• •••• • • •• •• • C' Y S. ' "1_ . 1/4 T.I ',: L5' _ _ •••• •••• ••• 1 • • • • • • •• •. •••• • • •••• • •••• • DESIGN LOAD RATING FOR THESE MNDCWS TO.BE AS CHARTS SHOWN ON SHEET 2. • • • "• - -• • W04D0 GLAZED WITH MANATEE' GLASS RATED FOR LAM � • • • ASSSILE IMPACT AND DO NCR REQUIRE SHUTTERS. APPROVAL APPLIES TO SINGLE VENT WINDOWS OR DUAL VEIT WINDOWS USING INTEGRAL ImPOSr. • 1HIS PIZODUOT 15 DESIONED TO COMPLY WRH THE WCH WL00TY SUER ZOWE OF THE 2001 FLORIDA WADING CODE. ALSO FOR WIND LOADS AS PEA /SCE 7-88. ASCE 7-93. ASCE 7-95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE WOOD 011992 8Y OTHERS, BUST BE ANCHORED PROPERLY TO 'TRANSFER LOADS to THE STRUCTURE. ANCHORS SHALL SE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MAATFRIAL SHALL SE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR WADING CONDITIONS. 1407 SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL STEEL IN CONTACT WITH ALUMINUM TO BE PA1N1E0 WITH A HEM BODIED BITUMOd0US PAINT OR BE CLIL.9l87E0. • 100i Olt Huskyouli TAIFXI88 PIA Pe tig57 CAM £DOZ z 8 JI;'t • .O • • • • • • a 1128108 LOAD CAPACITY - 858 80R (Y ) 9(289 5000 90u. 100618 Ione 19 -1/9° 2-1/7' 26' 3? (3) 15 -1/8• 26 -1/2' 3r 19 -1/A' 26-1/7 37' 19-1/ ' 28-1/2 18' 24' 30' 36' 18" 24 30' 38' 1e° 24 30' 38' 16' 24' 30' 36' 18" 24 34' 3 (4) 19 -1/8' 26 -1/2' 07 - 37' b/8' t 63' (5) 74-4/4 (6) 36' (3) 48" (4) 01) 7 81228 28823 'Al' & '32' 01e55 7582 yob e10 (+) 55.0 552 55.0 550 55.0 tut ( -) OR. (+) INT. ( 55.0 MO i 800 5 520 75.0 60.0 66,0 75.0 80.0 85.0 79.0 80.0 560 780 60.0 55.0 780 55D 860 75.0 55.0 55.0 76.0 608 8t10 80.0 050 55.0 730 60.0 45.5 34.0 75.0 800 700 800 76.0 80.0 27.5 270 75.0 85.0 66$ i 658 60.0 80.0 55.0 55.0 760 60.0 65.0 68.0 73.0 80.0 65.0 55.0 05.0 59.0 65.0 58.0 75.0 50.0 720 „ 800 760 800 590 700 600 56.0 55.0 75.0 50.0 55.0 55.0 850 760 80.0 760 80.0 55.0 650 720 80.0 660 63.0 700 820 43.2 43.2 75.0 60.0 369 354 75.0 820 78.0 80.0 32.0 320 760 80.0 24.5 24.2 75.0 8000 620 65.0 ( ) - No. or minas PER JAMO SEE SHEEP 1 FOR DESCRIPTION OF GLASS TYPES se-sor (4) 72' - 673 24 75.0 ar s () •4 m 46.3 • f) 760 40- sr ® 432 75.0 66' (6) 64.4 0 ) - 50. OF maims PIER .IAMB 0101108 2040 00852222 - PSP 805 t2E81RR POUT SWIFORCIED 4318122 POST 5011017 SOCA cuss 72103 %V as 'ee' Gims TYPII . 81' 0.583 reps .32: wass ram 'se 100111 187651 26 -1/2' 11117131111110= 75.0 620 3r 53 -1/8' 74' 528 55.0 25-1/2 p WM 3r so 53-1/3* X 26-1/2" 55.0 52.0 37" 50.3/6' 75.0 63 -1/6° (6) 060 MM. 78.0 MM. 790 " 80.0 • • 25 - 1/2' 50.9 OM 720 GOA 720 520 • 7655 • 805 3r 2y . 470 .474 76.0 60.11 760 60.0 • . • • 63 -1/5' (0) 344 30.0 65.6 760 80.0 80.5 • • • 74 - - 88.6 523 87.5 26 -1/2' 382 39.2 764 • ! - 755 .4 0 • 37 . , 74-1/4 572 572 760 00.0 762 ma • • : 53 -1/8" (6) ® 40.9 400 55.7 58.7 627 60.7 24" 66.0 1'50 80.0 764 860 73.0 620 38' 55.0 520 75.0 60.0 76.0 60.0 78.0 80.0 46' 24' 89 564 �B 75.0 754 eoa 78,0 • W 65.0 0 850 5.0 6550 780 80.0 Ot -- ® 3 . 0 720 60.0 720 520 73,0 45.3 73.0 0 23) sues 780 600 •114P••• . 8u 784 604 780• 76.0 800 �'s . ` -• 760 760 75.0 75.0 73.5 734 800 850 72' 55,5 86.0 75.0 130.0 75.0 80.0 73.0 24' 552 ,5.0 33S 75.0 60.0 75.0 620 56' 860 < xo 80.0 764 802 75.0 75.0 90.0 76.0 860 78.0 70" • $64 680 B 75.0 000 780 80.0 71' 85.0 860 760 80.0 76.0 80.0 24" 760 80.0 88' 762 80.0 46' 48 ' - 75.0 03 720 80.0 750 80.0 80" (4) 05.o 654 782 80.0 780 504 75.0 80.0 80.0 75.0 24" 620 65.0 760 75.0 800 720 • ' 80.0 8 0 80.0 800 73.8 600 500 75.0 6010 750 80.0 ✓1050 75.0 80.0 860 Ba0 80.0 9550 600 650 050 680 ' Amy 0R 6500065 2600 9061563 WL MA-91B 7 200 1 MUM 40036106 no. W03 -36 of • 11PIO&L ANO ORSS EIE:' ELEV. FOR SPACING 1BY OR MT KIDD BUCK W O SUCKS NOT BY FLORIDA CAMS. MUST SUSTAIN LOADS IMPOSED BY WONG SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; sFE a F � R SP • s • • ii/18' T EOZS • • • •••• • • •tj d INTO 29Y WOOD SUCKS OR WOOD SAME • • •• 6 1:4 41 • —s /8' MIN. PENETRATOR INTO -W 1D THRU 18Y BUCKS INTO MASONRY OR D11B!el1Pf INTO MA SNNRY OP 1 -1/4' FAN. EARED LN1 CONC. OR • MiS i • • • • • 1 $ , Tt 0 a It_ r ati••. ..... • two METAL STRUCTURES (1/8° MIN. ICI�1t'SS) • • • • I • (1/4 MAX. SFWN SPACE) • • • • ter, �t0 CM.0 OR 'SELF DAIS IMO • • . TARO DARE COUNTY APPROVED MULUIRS • • • • (NO SHIM SPACE) • • • • • • • SEAT.ANTS: ALL FRAME MD VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. iI E drrIng no. W03-36 EXTERIOR O.L. 0P0. varr swim wow Pep :+1ivGLE 'VENT WINDOWS 1/4 SHIN 199511 pan / PYe-0041 2 !ss -o11 3 MTS-010 4 PVIO -004 5 6 7 E102 4 MOD _ 4 84, 19,110.100 10 - 30044 11 21+107 12 40008 13 - 14 - 4 Vea 0013 -TO 1 C 1512 POST 6003 -15 AS P . WSW 8150) 6063 -16 AS 800. MAME *@]aN.5 mass 9T. Ste. AS IMO. VIDit MEWL!' SCUM ST. 051 . AS XEC5). PRA18 4078 X .300 57111E AS RIM 5211? WEATHESSIRPOINO (.147 X .360) 2/ MT 4 11*2 14110E, AT TOP 1181 WTTON 2/ VENT LEm rat PACE maw IACK 2 E6PHfs 05 / year LOOK H. AT 1 J60B PAC, LACK 21224. 1 907* OPERATOR - ..35T 7HW`K OO1P00R X85 v • • 0 15PICAL AMMON • SEE ELSA. Pod SPASMS MANP. / 14 J10X3/4'PHSIK .10 X 1- 1/21P11 S14 0L ace • • • ••• • • • • • • 7R0 .ff 90161 ,H. A1YAG�6(!� � X B/8 9e 60; 21564. TROTH, A T 1 :Pj�l P 4 AND form _ • art ACM � W/ (21 X /8. 88 stag t06, S. 75715. ►i � Vlit X 3 /O' 8,i8 Bt. BIM t -1/2 X 1- 1 /4'•X - #12 X 1/2 PH SUS ••• • • •• •• sll & 2 72003 6 . 51154. rrLx GIAZINS BEAD 2 MU4MhD1ADE COUNTY. BUILDING CbDE 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 3313Q -1563 (305) 375-2901 FAX (305) 375 -2908 www.buildinacodeonlme.com New Age Window 7196 NW 77 Terrace Medley, FL 33166 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 net the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Ifigh Velocity Hurricane Zone. DESCRIPTION: Alum immm Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. W06 -10, titled "Aluminum Horizontal Sliding Wmdow", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 02/10/06 with revision `B" on 09/06/06, signed and sealed by Humayoun Farooq, P.E., bearing the MlamiDade 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: Large and Small Mlss&e Impact Resistant 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 Pffioiat ; : . • • : : • • • This NOA consists of this page 1 and evidence page E -1, as well as approval doegment jne agg;e.• • The submitted documentation was reviewed by Jamie D. Gascon, P.E. • • • • •• • • • . . ••• • • • • •• • • • • • . •••• ••• • • . • • •104110 061, Q6 • • Expiration Date: November 23, 2011 Approval Date: November 23, 2006 ••• • ... ... .p • • • • • • . • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••. • • • ••• • • New Age Window NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W06 - 10, titled "Aluminum Horizontal Sliding Window", sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 02/10 /06 with revision "B" on 09/06/06, 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 TAS 202 -94 and ASTM F588 -97 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -05- 1436, dated 02/18/05, signed and sealed by Ivonne Ghia, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -05- 2044, dated 11/11/05, signed and sealed by Ivonne Ghia, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC- 2004, prepared by Al- Farooq Corporation, dated 02/10/06, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0204.01, issued to E.I. DuPont DeNemours for their "Sentry Glass ® Plus ", approved on 01/17/02 and expiring on 01/14/07. 2. Notice of Acceptance No. 06 2216.06, issued to Solutia Inc. for their "Saflex DIG clear or colored interlayer", approved on 05/04/06and expiring on 05/21/11. F. STATEMENTS 1. Statement letters of Compliance and "no financial interest", both dated 02/10/06, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant, dated 10/24/06, the Florida Building Code (FBC). that E -1 •. .. • • • • • .. • • . • • • •• ••• •• le • • • • • • • t is in compliance with • • • • r�/�fL.rr.�� • . • . . Chief, Prodi!ct ControMDivisla • NOA No 06-0406.13 Expirati64 D*: Novqmterp,1011 Approval Da4e: 2006 • .. .. • • • . . ... . • • • ... • • • • IRIS PRODUCT JAQ JTS OF t W D J VELDC�1� LORDS T E 74° WINDOW WIDTH CLUSTER OF 3 OR 4 ANCHORS SALE ENDS AT 3' 0.C. TYP. SEE SHEETS 2 & 3 12 1 FOR CAPACITY III FALSE MUNTINS NUM (SU MAY USED HORIZONTAL SLT IN( WfINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF o4S S •OR HORIZONTAL SUMO WITH OTHER �AdWdl —DARE COUNrY•APPROD WINDOW* USING*MIAMI —DADE COUNTY 1�EQ MUWONS 1 • • • LOWER DESIGN PR R% MOM WiNDOIVS OR 1 UWON APPROVAL *ALBgliPiY TO ENTTSE•SYSTEM. • • • • • • VENT WIDTH BEEN DESIGNED AND TESTED TO COMPLY WITH THE iLDRIDA BUILDING'•00DL!!004 EDITION (REV. 2005) 4 11 4 41CANE M A% BY iT]�ER MUST • BE A N H0 PROPERLY TO TRANSFER %_ • • • B AS LIED. SPACED •A! SR OWN ON DETAILS, ANCHORS TO BASE MOjERU1T. SHALL BF r i DRESSING OR STUCCO. V II.OLM AR O r LQADIN ROVE S NOT SHOWN IN THESE DETAILS A LtJAD DURATION BICREAS! AU.OWAIBLE S PIESS IS USED IN DESIGN OF lettIIRI;S WOOD•Yi • • • • • MATERIALS INCLUDING• J�lIMITED TO STEEL/METML SCREWS, THAT COTE INTO CONTACT WITH OTHER MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2013.8.4 (SUPPLEMENT 2005). ;1aa'1• D.L OPG. (4) ✓ S ENDS AT 3' 0.C. TYP. 6° MAX. HEAD /SILL CORNERS TYPICAL ELEVATION$ 32 3/4' D.L. OPG. 38 7/8' VENT WIDTH 12 1/2' MAX. HEAD /9LL THESE WINDOWS ARE RATED FOR DIRGE MISCII F IMPACT. SHUTTERS ARE NOT REQUIRED. 111' WINDOW WIDTH 32 3/4 D.L. OPG. Ertfin OR. NURAYOUN FMWVO STRUCTURES CC�AN 32 3/4' D.L. OPO. 36 7/8' VENT WIDTH SEP18200$ 5' MAX. CORE U a o Pio 0 s Z drawing no. W06 -10 sheet 1 of 7 ii ry 1 I I 11 I n i; i% II == o9 _ = = == jl •oao ' % II / = = = = = == u I I I II II II j I I II 0 II 11 r • • IRIS PRODUCT JAQ JTS OF t W D J VELDC�1� LORDS T E 74° WINDOW WIDTH CLUSTER OF 3 OR 4 ANCHORS SALE ENDS AT 3' 0.C. TYP. SEE SHEETS 2 & 3 12 1 FOR CAPACITY III FALSE MUNTINS NUM (SU MAY USED HORIZONTAL SLT IN( WfINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF o4S S •OR HORIZONTAL SUMO WITH OTHER �AdWdl —DARE COUNrY•APPROD WINDOW* USING*MIAMI —DADE COUNTY 1�EQ MUWONS 1 • • • LOWER DESIGN PR R% MOM WiNDOIVS OR 1 UWON APPROVAL *ALBgliPiY TO ENTTSE•SYSTEM. • • • • • • VENT WIDTH BEEN DESIGNED AND TESTED TO COMPLY WITH THE iLDRIDA BUILDING'•00DL!!004 EDITION (REV. 2005) 4 11 4 41CANE M A% BY iT]�ER MUST • BE A N H0 PROPERLY TO TRANSFER %_ • • • B AS LIED. SPACED •A! SR OWN ON DETAILS, ANCHORS TO BASE MOjERU1T. SHALL BF r i DRESSING OR STUCCO. V II.OLM AR O r LQADIN ROVE S NOT SHOWN IN THESE DETAILS A LtJAD DURATION BICREAS! AU.OWAIBLE S PIESS IS USED IN DESIGN OF lettIIRI;S WOOD•Yi • • • • • MATERIALS INCLUDING• J�lIMITED TO STEEL/METML SCREWS, THAT COTE INTO CONTACT WITH OTHER MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2013.8.4 (SUPPLEMENT 2005). ;1aa'1• D.L OPG. (4) ✓ S ENDS AT 3' 0.C. TYP. 6° MAX. HEAD /SILL CORNERS TYPICAL ELEVATION$ 32 3/4' D.L. OPG. 38 7/8' VENT WIDTH 12 1/2' MAX. HEAD /9LL THESE WINDOWS ARE RATED FOR DIRGE MISCII F IMPACT. SHUTTERS ARE NOT REQUIRED. 111' WINDOW WIDTH 32 3/4 D.L. OPG. Ertfin OR. NURAYOUN FMWVO STRUCTURES CC�AN 32 3/4' D.L. OPO. 36 7/8' VENT WIDTH SEP18200$ 5' MAX. CORE U a o Pio 0 s Z drawing no. W06 -10 sheet 1 of 7 ' DESIGN LOAD CAPACITY- P8F CEO OR OX SIZES) GLASS TYPE 'A' WINDOW DUKE. A ANCHORS 'A' ANCHORS 'D' CLUSTER OF 3 CLUSTER OF 4 CLUSTER OF 9 WIDTH HEIGHT EM.( +) 1M4-) OM.( +) IM.( -) EM.( +) INT.( -) Vk %sm .24' (3) 3 70.0 80.0 - - - - 5 710 80.0 - - - - 7 70.0 RSA - - - - 7 70.0 80.0 - - - - 7 704 80.0 - - - - k� % ■� 36' (4) 3 700 SO4 - - - - 5 70.0 80.0 - - - - 7 70.0 80.0 - - - - 7 704 80.0 - - - - 7 704 80.0 - - - - It.k$■ 48' (8) 3 704 80.0 - - - - 5 70.0 80.0 - - - - 7 700 80.0 - - - - 7 704 80.0 - - - - 7 70.0 80.0 - - - - kk$13k 80' (9) 3 70.0 SO4 - - - - 5 70.0 80.0 - - - - 7 70.0 80.0 - - - - 7 70.0 70.2 70.0 80.0 - - 7 83.2 83.2 700 80A - - 28-1/2' 37' 83 1/8' 74' 28' (3) 3 70.0 80.0 - - - - 8 70.0 80.0 - - - - 7 70.0 80.0 - - - - 7 70.0 80.0 - - - - 28-1/2' 37' 53 -1/8' 74' 38 - 3/8' (4) 3 70.0 80.0 - - - - 5 70.0 80A - - - - 7 70.0 80.0 - - - - 7 70.0 80.0 - - - - 28-1/2' 37' 83 -1/8' 74' 50 -5/8' (6) 3 70.0 80.0 - - - - 5 70.0 80.0 - - - - 7 70.0 80A - - - - 7 704 800 - - - - 25 - 1/2' 37' 63-1/8' 74' 83' (8) • 3 70.0 80.0 - - - - 5 70.0 80.0 - - - - •7 • •70.0 71.1 700 80.0 - - • �- -99.7 57.j Mg 76.9 70.0 80.0 DESIGN LOAD CAPACITY - PSF (XOX SEEKS) GLASS TYPO 'A' WINDOW HEMS. A ANCHORS 'A' ANCHORS 'R' CLUSTER OF 9 CLUSTER OF 4 CLUSTER OP 9 WIDTH HEIGHT EM.(+) 1M.( -) OXL( +) 1M.( -) 00:( +) 1NL(-) 72' S4' 98' 108" 24 (3) 11 703y : 80.0 - - - .. - 11 70.0 80.0 - - - - 11 70.0 80.0 - - - - 11 704 80.0 - - - - 72" 84" 98 108 38' (4) 11 70.0 80.0 - - - - 11 70.0 SO4 - - - - 11 70.0 SO4 - - - - 11 70.0 804 - - - - r g'siCE 48' (5) 11 70.0 80.0 - - - - 11 70.0 80.0 - - - - 11 70.0 80.0 - - - - 11 70.0 80.0 - - - - mm�§ 80' (6) 11 70.0 80.0 - - - - 11 70.0 738 700 804 - - 11 87.5 87.5 700 80.0 - - 11 83.2 812 70A 80.0 - - 74' 108 -1/4" 111' 28 t31 11 70.0 80.0 - - - - 11 70.0 500 - - - - 11 70.0 80.0 - - - - 74' 108 -1/4' 111' 38-3/8 (4) 11 70.0 80.0 - - - - 11 70.0 80.0 - - - - 11 704 80.0 - - - - 74' 108-1/4' 111' 80 -8/8' (6) 11 700 80.0 - - - - 11 70.0 800 - - - - 11 70.0 80.0 - - - - 74' 108 - 1/4' 111' 83 (8) 11 70.0 75.1 704 50.0 11 811 59.1 704 788 704 80.0 11 57.7 87.7 70A 76.9 70.0 80.0 DESIGN TAAD CAPACITY - PSF (XOX 31223) GLASS TYPE 'A' WINDOW DIMS. A ANCHORS 'A' CLUSTER OF 8 CLUSTER OF 4 YA0114 HEIGI4r EM.( +) 1M.( - ) EXT.( +) 1M.( - ) 9 70.0 80.0 ' - - 24' 10 700 80.0 - - � ( 12 70.0 RSA - - 12 703 80.0 - - ¥kt§ 9 704 80.0 - - 36' 10 700 80A - - (4) 12 700 80A - - 12 700 80.0 - - - 72' 9 70.0 80.0 - - 84" 10 70.0 80.0 - - 98' (5) 12 70.0 SO4 - - 72' 80' (8) 9 70.0 78.0 70.0 80.0 74 9 704 80.0 - - 108 -1/4' 26 12 700 800 - - 111' (3) 12 704 SO4 - - 74" 9 70.0 800 - - 109 -1/4' 383 12 70.0 80.0 - - 111 (4) 12 704 80.0 - - 74' 80 5/815; 9 70.0 80.0 - - 74' 83' (9) 9 70.0 71.4 70.0 80.0 • • • • • A () Y ANCHORS HEA� & RSR SRl • ANCHO R JAM •••• • • • •• • •• • • • • • • • • • • • • • • • • • ••• • •• • • • • ••••• • • • •••• A .4 NO. OF ANCHORS PER HEAD & SILL ( ) m NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION 2403.2 OF FBC 2004 EDITION. A = NO. OF ANCHORS PER HEAD & 81L. ( ) m NO. OF ANCHORS PER JAMS (1 /4W) (1 /2W) (1/0) OPERAND VENTS TO BE 1/4 OF THE WINDOW WIDTH o ° 2 V a a 4 13 k 8 1 drawing no. W06 -10 (sheet 2 of 7 ) DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) GLASS TYPE '8' WINDOW MS. A ANOH088 'A' ANCHORS 'B' COMER OF 3 CLUSTER OF 4 CLUSTER OF 3 9/10114 HEIGHT EXT.(+) INT .(-) ExC( +) INT(-) FXT.( +) IM.(-) kV$VP 24' (3) 3 80.0 90.0 - - - -.. 8 80.0 90.0 - - - - 7 60.0 90.0 - - - - 7 80.0 90.0 - - - - 7 80.0 90.0 - - - - �k% 38" (4) 3 80.0 90.0 - - - - 5 80.0 90.0 - - - - 7 80.0 90.0 - - - - 7 80.0 90.0 - - - - 7 80.0 90.0 - - - - t ■»sk 48" (5) 3 80.0 90.0 - - - - 5 80.0 90.0 - - - - 7 90.0 90.0 - - - - 7 80.0 90.0 - - - - 7 80.0 90.0 - - - - k■%s» 90" (6) 3 80.0 90.0 - - - - 8 30.0 90.0 80.0 - - - 7 80.0 81.8 60.0 90.0 - - 7 70.2 70.2 80.0 90.0 - - 7 83.2 63.2 78.2 84.2 76.2 87.1 28 -1/2" 37' 83-1/8" 74* 26" (3) 3 80.0 90.0 - - - - 8 80.0 90.0 - - - - 7 60.0 80.0 - - - - 7 80.0 90.0 - - - - 28-1/2' 37° 53 -1/8' 74' 38 -3/8" (4) 3 80.0 90.0 - - - - 8 80.0 90.0 - - - - 7 80.0 90.0 - - - - 7 80.0 90.0 - - - - 28-1/2' 37' 53 -1/8" 74" 50 -5/8' (8) 3 80.0 90.0 - - - - 8 80.0 90.0 - - - - 7 90.0 90.0 - - - - 7 80.0 83.0 80.0 90.0 - - 28-1/2' 37" 53 -1/8' . 74" 03" (8) - 3 80.0 90.0 - - - - 5 80.0 90.0 - - - - •7 6.71.1 71.1 80.0 90.0 - - 1 J 571 72.Q 78.9 70.0 80.0 DESIGN LOAD CAPACITY - PSF (XOX 81285) GLASS TYPE 'B' WINDOW DIMS. A ANCB098 A' ANCHORS 'B' CWSRER OF 3 CLUSTER OF 4 CWSTEB OF 3 WIDTH HEIGHT EXT.(+) DM.(-) EXt( +) 1M.(-) OR.( +) 1Nt( -) " 'z%) 24' (3) 11 80.0 90.0 - - - - 11 80.0 90.0 - - - - 11 80.0 90.0 - - - - 11 80.0 90.0 - - - - m 'st§ 36" (4) 11 80.0 90.0 - - - - 11 80.0 90.0 - - - - 11 80.0 90.0 - - - - 11 80.0 90.0 - - - - 72 84" 96" 108' 48' (5) 11 80.0 90.0 - - - - 11 80.0 90.0 - - .- - 11 80.0 90.0 - - - - 11 80.0 90.0 - - - - 72' 84 98' 108' 60' (6) 11 80.0 81.8 80.0 90.0 - - 11 73.5 73.8 80.0 80.0 - - 11 67.5 97.5 60.0 90.0 - - 11 63.2 83.2 76.2 84.2 78.2 87.1 74* 108 -1/4" 111' 26' (3) 11 80.0 90.0 - - - - 11 90.0 90.0 - - - - 11 80.0 90.0 - - - - 74' 106-1/4" 111• 38-3/8 (4) 11 80.0 90.0 - - - - 11 80.0 90.0 - - - - 11 80.0 90.0 - - - - 74" 106 -1/4 111" (6) 11 80.0 90.0 - - 11 80.0 84.4 80.0 90.0 - - 11 80.0 83.0 80.0 90.0 - - 74' 106-1/4" 111' O° 11 75.1 75.1 80.0 90.0 82.1 11 59.1 59.1 71.9 78.8 71.9 11 11 57.7 57.7 70.0 _ 76.9 70.0 80.0 DESIGN LOAD CAPACITY - PO' (X0X SIZES) GLASS TYPE 'B' WINDOW Dffi8 A ANCHORS 'A' CLUSTER OF 3 CWSTER OF 4 WIDTH MINT EXT.( +) INt( -) EXT.( +) 1Nt( -) 9 80.0 90.0 - - - 24" 10 80.0 90.0 - - (3) 12 80.0 90.0 - - 12 80.0 90.0 - - ¥kla§ 9 80.0 90.0 - - 38° 10 80.0 90.0 - - CO 12 80.0 90.0 - - 12 80.0 90.0 - - 72 9 90.0 90.0 - - 84' 48° 10 80.0 90.0 - - 96 (8) 12 80.0 90.0 - - 72" 60 (6) 9 78.0 78.0 80.0 90.0 74 9 80.0 90.0 - - 108 -1/4" 26" 12 80.0 90.0 - - 111" (3J 12 80.0 90.0 - - 74° 9 80.0 90.0 - - 106 -1/4 38 -3/8' 12 80.0 90.0 - - 111" (4) 12 80.0 90.0 - - 74" 80- 8 /8'(8) 9 80.0 90.0 - - 74" 63" (8) 9 71.4 71.4 80.0 90.0 • • • • • • • • • A - N0.eQ ANCHOR9 HE4 & () i �Nb .ANCHOR PE JAM .••• • • • • . • •• •• • • • • • • • • •• • • • ••• • 811.L A m N0. OF ANCHORS PER HEAD & S9.1. () m NO. OF ANCHORS PER JAMB (1/32) 4 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH GLASS CAPACITIES ON THIS SHEET ARE BASED 014 ASTM E1300 -02 (3 SEC. GUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION 2403.2 OF FBC 2004 EDMON. • •• • • • ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS • • • • • • • • WITH APPLIED RISER AT FRAME SILL •••• FOR STD. SILL (NO RISER) UMR EXTERIOR( +) LOADS TO 70.0 PST A m NO. OF ANCHORS PER HEAD & SILL ( ) - N0. OF ANCHORS PER JAMB (1/42) (1/2W (1/4W) 4 OPERATING VENTS TO DOE 1/4 OF THE WINDOW WIDTH z r+- A 3c z 3 z drawing no. W06 -10 (sheet 3 of 7 • • • • • • • • • • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING •••••• 4 : 4 • 4 •41 �s- 6••• WI • • • •••• 19'f WOOD BUCK • ° TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8 MIN. TYUCIG STEEL • Fy 311 KSI MIN. ALUMINUM : 8083-15 TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR WINDOWS WITHOUT SILL RISER 'e 6.6 • UMIT EXTERIOR LOADS TO +70.0 PSF MIAMI—DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE YlOA TYPICAL ANCHORS TYPICAL AN�4QRSJ SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY NEW AGE. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. MIA= ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER. WEEPHOLES; WI 1-3/4" X 1/4° WEEPHOLES AT 8-1/2" FROM EACH END WITH PLASM BAFFLE I lypicAL SEE ELEV. FOR SPACING ANCHORS 'A'. J/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2 MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONC. OR MASONRY 1-1/4 MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ANCHORS ' R': #14 SMS OR SEI F DRIWNO SCR INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) INTO DADE COUN1Y APPROVED MUWONS (NO SHIM SPACE) itgagasIM 8/18" TAPCONS AT FRAMF HEAD ONLY INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONC. OR MASONRY 1 -1 /4" MIN. EMBED INTO CONC. OR MASONRY lea....122GEMANCEI INTO CONCRETE AND MASONRY 1-5/8" MIN. INTO WOOD STRUCTURE 3/4" MIN. INTO METAL STRUCTURE 5/8 MIN. Engn OR. HUMAYOUN MO00 STRUCTURES FLA. PE It16357 CAN. WM SEP 1 3 2006 2 z wing no. W06- W06 -10 (sheet 4ot 7 ) • • • • • • • • • TYPICM. ANCH0 SEE ELEV. FOR SPACING we SHIM • •• MI • • • • •• • •• • a• �• • • • • SEE ELEY . O A G • • • • • • • •••• •••• • • • • •••• •• •• • • • • • •• • • • ••• •••• • • • • •• •• •••• • • •• • • •• • • • • • VENT WIDTH VENT WIDTH • • EXTERIOR WINDOW WIDTH XO LAYOITT OX OPPOSITE OPTIONAL TO SPRING LATCH • ROB LAYOUT H/4' MAX. APPRAI MUON SEE SEPARATE NOA WINDOW DTH TYPICAL ANCHORS SEE ELEV. F'oR SPACING ' WOOD BUCK VENT WIDTH TYPICAL SEE ELEV. �FOR SPACING EXTERIOR WINDOW WS)T'H I /4' MAX. SHIM e � El EN ANCHORS ACING IBY • WOOD BUCK o Vat (sheet 5 of �J 1.488 2.188 1 ((3) • SILL 'mete • • • • • •• • •• • •••• •• • ••• • • • • • • •••• •• • • • VENT TOP /BOTTOM RAIL • • • 1°- 1.531 --I • • • Imo- 2.220 - -�I 6'31 • FIXED MTG. STILE GLAZING BEAD SILL RISER 1.421 SPRING LATCH ITEM PART # QUANTITY DT6084"UON MATSBtAL MANP./SUPPUBWREMARTOR 1 NA -203 1 FRAME HEAD 8083 -T5 - 2 NA -301 1 FRAME SlU. 8083 -15 - 3 NA -302 1 SILL TRACK 8083-15 - 4 NA -303 2 FRAME JAMB 8083 -78 - 5 NA-204 1/ YEND FIXED MTG. RAIL 8083 -75 - VENT VENT TOP & BOTTOM RAIL 8083 -75 - 7 NA -210 1/ VENT VENT INTE1 8083 -T8 - 8 NA-208 1/ VENT VENT JAMB STILE 8083 -18 - 8 NA -208 AS REOD. GLAZING BEAD 8083 -15 - 10 - AS REOD. 01/.21110 GASKET VINYL - 11 - 2/ VENT SWEEP LATCH - AT 15 -1/2' FROM EACH END 12 NA-208 2/ VENT SPRING LATCH - AT 15 - 1/2' FROM EACH END 13 - AS 8600. FRAME & VENT ASST SCREWS - #8 X 3/4" PH SMS 14 - 2/ VENT SILL END FIXED RAIL SCREW - #8 X 3-1/2 PH SMS 15 NA -304 4/ VENT ROLLER HOUSING & GUIDE - - 18 NA -305 2/ VE ROLLER - BRASS OR ST. STEEL 17 NA -308 2/ VENT ROLLER PIN ST. STEEL - 18 WPHL-100 2 BAFFLE - M & M PLASTICS 18 - 2/ RAFFLE BAFFLE SCREW - {8 X 1/2' PH SMS 20 W2223131( AS REOD. VENT & P18. RAIL WSTWPPDIO - ULTPAFAB 21 W222813K AS 8200. FRAME 4483 W'BTRIPPINO - ULTRAFAB 22 - OPTIONAL SCREEN - 5 /t8" 8011 23 - AS REDO. SILL RISER 8083 -T5 - EP 1 20Di drawing no. WOB -10 • .• • • • • • • • • • •• • •• • • • •••• • • • .••• •• • • • •••• •••• .