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WS-07-89\;\ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/23/2007 Inspector: Grande, Claudio Owner: PERRY, DYNISE Job Address: 340 94 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type Final Work Classification: b OliJS Phone Number Parcel Number 1132060136160 Lot: Building Department Comments Thursday, April 19, 2007 Page 2 of 2 APR 2 4 2007 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 37498. Windows in bedroom are missing screws on the side, 3 per side. 2 windows. 4/10/07 CG. kL-.t: gd-r-t-A-S. i tAA b Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . __ until Thursday, April 19, 2007 Page 2 of 2 Miami Shores Village D rE'_ Building Department JAN 20�� 10050 N.E.2nd Avenue, Miami Shores, Florida 331380) 741_ pR y: - Tel: (305) 795.2204 Fax: (305) 756.8972 Cl ti 14 ,,,,, Permit No. f , 0-1---°1 BUILDING 011 PERMIT APPLICATION -WI FBC 2004 Master Pelrmit No. Permit Type (circle) Building Electrica Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) \, J i lf,,,,4,,...... ev2. Phone # / &a- 2 ci 0 - ¶ ce I 0 Owner's Address 34-6 wl t q4 s'j°' City b ", A-i4A. a Sfib 14er State FL,.. Zip 3 3 1 3 &. Tenant/Lessee Name '4 /A Job Address (where the work is being done) 3 9" 0 t4 e Phone # t4 14 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO ✓ Contractor's Company Name Contractor's Address Hz D S� Zip a2 21I & Phone # 7fc'. 2 4 d — I E. City State Zip Qualifier Name State Certificate or Registration No. tJ Phone # Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 2.00o 0 Phone # Square / Linear Footage Of Work: 100 kr�. { " Type of Work: ['Addition ['Alteration [T ew ❑ Repair/Replace ID Demolition Describe Work: , • �% ®o..D °t" Lrtheker0*,%4 / S°/-i+4 1-1.01 ' t?L 'd 6M S°'L * * * * * *** *** * ** ** * * ** * * * * * * * ** * * **Fees******************************************** nn Permit Fee $ D C'a 1 CCF $ 1 '2W CO /CC Notary $ 0 Training/Education Fee $ . - Technology Fee $ 4E5 Scanning $ Radon $ Bond $ Code Enforcement $ Submittal Fee $ DPBR $ Double Fee $ Structural Review. $ Zoning $ Total Fee Now Due $ r6rQ . See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address 1 City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip "4 4- ( Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that -no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ontractor The foregoing instrument was a . owledged before me this The foregoing instrument was acknowledged before me this day of , 20 by , day of who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P J: IC: ,20 ,by Sign. Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) 0 5 3 eq w, c!o s) ekki NOTARY PUBLIC: Sign: Print: My Commission Expires: 2/01 Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDE ...CLOSURE STATEMENT NAME: @ t t I A : , �eaa i • DATE: 1h. tio ADDRESS: i41. T 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 employee, 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 construction 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 1".(2-4() 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 code. There is a copy of the code in this office for review. Initial t,3 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 meets the minimum code. Initial LA 0) 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 mitigat&any contract disputes. Initial 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 L-), 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. Initial L S 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. Was acknowledged before me this 1 day of By \r—‘ Initial L 20C)7 who was personally known to me or who has Produced there License or '13 (bC0 701. -119' O as identification. Miami Shores Village Building Department 10050'N E:Ind Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET P400:46 evtcue)c., SW-o i i.e.2 Am 7'. CD we0 to rn / r it ,v/ A7 , /4A>d A/Z-flirr M - Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 • • ••• • • • • •• •• •• • • • • • •• •• • • • • • • • • • • • . • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Miami Shores Building Depart' iplint • �;• • ;'; '; Product Approval Schedule / Comparisia.thart;. •.A.ddrrjs. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening ShuttejRequired Ilio Required Impact JD or Door or Mullion Number Design Pressure Pressure size ! . o Yes / No -- (i Psi (i PBF. i (i Pip -0.p7 . _XesJ-. i ®m tdu 1.--1107.02. -- 3 • ,;: {� • • • • _'. 7 x a to ,. * Iv wipiPw bZ- (/ 7. n'. '?.q• 't>,•1 • • •• •• i2)(5 -01,� e. U.. 1� � il.) tD (�Iev JoLa i 7- °II of t 2- 55.3 4,05 72-n3jr e e N c) (., 1 Ii%'t) La-0 0 3° ®fit ®, ` (00.7 Wrekti 14 )( 38' �/� 0 tajrt1/400W o.2, °t10. Ca_ 5 3 gf. / 3, X)..to f J . cv IAk9em)W ob o4 r®. `/ /G.3 463 37 X C3 YP S Vi aU 0 l�l�043e� o3 °0eito. / tiG.3 VC.3 3 %X� 3 ��g Nc-b eQ 0 } or . a _ ‘,1 o 'ft e o `_ 0 . n a f d o C:::0 a t .---A .---A C f J M I A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Yale Ogron Manufacturing Co., Inc. 6741 West 18th Street Hialeah, FL 33010 SCOPE: This NOA The doe by the Bo the Aut 59 ei =� MIAMI -DADE COUNTY, FLORIDA JAN 1. 8 2001 , METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 1 Q MIAMI, FLORIDA 33130 -1563 ' �. -� °� --- - - - - -- (305) 375 -2901 FAX (305) 375 -2905 L O 1, '' nder the applicable rules and regulations governing the use of construction materials. e;ii has been reviewed by Miami -Dade County Product Control Division and accepted peals (BORA) to be used in Miami Dade County and other areas where allowed by n (AHJ). This NO sh t \b ti fter the expiration date stated below. The Miami -Dade County Product Control Division ( de Cty) and/or the AHJ (in .areas other than Miami Dade County) reserve the right to have this `produc 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 • jnateri l'fails to mwet the requirements of the applicable building code. • • • • his ptaig'tis approvecj,as described herein, and has been designed to comply with the High Velocity Hurricane • • Zone of the Floridaasiiaing Code. • DESG Ji !ON:Sl'ai'es 6800 Aluminum Horizontal Sliding Window • •• '••:•APPROVAL DOGLINENT: Drawing No. W96 -25, titled "Series 6800 Alum Horizontal Sliding Window ", • sheets 1. through 4•af4,ated 8/1/96, with revision C dated 09/04/02, prepared by Al Fargoq Corporation, signed • 2nd sealed by Humid rd Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the • • Noticea1►.Aceptance number and expiration date by the Miami -Dade County Product Control Division. • MISSILEJMPAt;t RATING: None LABELSM : 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. 1 This NOA renews NOA # 99- 0908.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02- 1107.02 Expiration Date: January 23, 2008 Approval Date: December 19, 2002 Page 1 GLASS WIDTHS TO BE EQUAL ON MOVING AND FIXED UTES 1 • • • .• • • •.• • • •••• • • • 1.438 .062 1.282 L.312 687 FRAME HEAD 687 .563 If 1 .062 .907 VENT TOP /BOTTOM RAIL .450 .873 L L_L875 FRAME SILL .1.219 • .062 -. L !IT 1.035 .687 i.750L JAMB STILE 111•310 !!::134{ • • • • • 6.175 L • • • • .. •• •• •••€$LL RISER'•••- 00 .•••.. • • • • .••• • 62S ••• • • • ••fig• •••• 1.875 I •500 --tl .687 r L0001 .812 • .625 ii � f .344 .750 .062 1.656 •.906 ! 1 MEETING RAIL •-:711-J • .012 ____f I 1.001 FRAME JAMB VENT .937 FIXED MTG.; RAIL -1 .937 1.064 .062 1.875 .749 .344 I FRAME JAMB FIXED n 6" MAX. TYP. HEAD /SILL CORNERS x O X 0 x W a. 0 0 23 1/4" D.L OPG. 26 3/8" VENT WIDTH 52 /8" WINDOW WIDTH 15" MMX. 23 7/8" D.L OPG. 6- MAX. TYP. HEAD /SILL CORNERS LO x 0 W 0 0 z 4 0 15" MAX. FALSE MUNTINS SURFACE APPLIED OPTIONAL 19 TYPICAL ELEVATION( TESTED UNITS SERIES 6800 ALUM HORIZONTAL SLIDING' WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE PER CHART SHOWN ON SHEET 2. THESE WINDOWS ARE NOT RATED FOR IMPACT. MIAMI -DADE COUNTY APPR'D IMPACT RESISTANT SHUTTERS ARE REOD. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. d 1, tt It 11 It 11 11 11 11 11 11 II \ Ilf 6 n rt �\• 11 \ so; 11 11 \ \• 11 ti 11 1I 11 11 t' 11 11 I II 11 11 I1 11 II 0 11 11 II 1I a 0 I' . n- - --1r- 11 11 it 11 11 11 '1 11 29 9/16 - D.L. OPG. 31 7/8' VENT WIDTH • 29 5/16" • DD.L OPG. 96 1/2" WINDOW WIDTH 29 9/16 D.L OPG. 31 7/8" VENT WIDTH Engr. CR. HUMAYOUN FAR000 STRUCTURES FLA. PE B 16557 8 In 5 0 40 0i (0 0 0 r H I.. 14 d 0 N 0 U g z ' � _ 0 44 Oa" N°a� VW N 2 O o. v •• • • • • • • • • • • • • 0• •• • • • • •• •0•1100 • 11+•11••• •• • • • • • • PRODUCT RF.NE%VED �"'�► as complying with the Fiorfds Bolding Code Accept:Ince No.02- i Ok •E piratiun Daft • frkkW D�. Miaq(Dada I'rnduct Cont Dir in Z Z ci N 3 O o U co wt . ••N i 0a. •- O• IA 1 • lt. tp O ^ co w .1.0*. • Li '� } S • f • • Io 1' I 0 9 0 A i u drawing no. W96 -25 I sheet 1 of 4 ) ••• • • • •••• • •••• • •• •••• •1 II wir,U! Muir oou Igl•gl• 0 •1' WINDOW DIMS. WIDTH HEIGHT A DSO ANN. GLASS 3/16" ANN. GLASS 3/16" TEMP. GLASS ANCHORS TYPE T ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'A' ANCHORS TYPE 'B' 24' 36' 60' 72' 24' 36' 48' 60' EXT.(+) ) INT.( -) EXT.( +) INT.( -) EXT.( +) I INT.( -) EXT.( +) 1 INT.( -) EXT.( +) 1 INT.( -) 24' 55.3 139.0 55.3 3 55.3 98.0 55.3 4 55.3 78.5 55.3 139.0 55.3 210.0 55.3 139.0 139.0 55.3 202.2 55.3 1 139.0 139.0 55.3 143.3 55.3 139.0 55.3 210.0 55.3 210.0 55.3 210.0 5 55.3 63.8 55.3 110.4 55.3 1 110.4 55.3 1 139.0 55.3 210.0 5 x X 55.3 91.1 55.3 91.1 55.3 1 115.8 55.3 197.5 72' 36' 2 55.3 3 55.3 4 51.7 5 X 92.7 55.3 92.7 55.3 1 158.0 55.3 92.7 55.3 158.0 60.9 55.3 92.7 55.3 136.5 55.3 I 92.7 55.3 158.0 51.7 55.3 90.8 55.3 90.8 55.3. 1 92.7 55.3 138.0 X 55.3 74.9 55.3 1 74.9 55.3 ' 92.7 55.3 126.1 5 X X 24' 36' 48' 60' 72' 48' 55.3 45.5 4 X 55.3 65.2 55.3 j 65.2 55.3 1 77.2 55.3 122.6 66.2 55.3 69.5 • 55.3 118.5 55.3 69.5 55.3 118.5 45.5 55.3 69.5 55.3 110.6 55.3 69.5 .55.3 113.2 X :55.3 68.1 55.3 68.1 55.3 69.5 55.3 • 92.0 WINDOW DIMS. WIDTH HEIGHT . 72" 85' 96' 108' 72" 85' 96" 108' 72' 85' 96' 108' 24' • 3/16" ANN. GLASS ANCHORS TYPE 'A' EXT.(+) 55.3 115.8 ANCHORS TYPE 'B' EXT.( +) 1 INT.( -) 6 36' 48'. 7 8 5 6 7 8 5 6 55.3 55.3 55.3 55.3 55.3 55.3 55.3 55.3 55.3 117.7 103.3 91.3 77.2 78.4 71.2 65.3 57.9 58.7 55.3 1 44.0 55.3 1 118.7 3/16" TEMP. GLASS ANCHORS TYPE 'A' EXT.( +) 1 INT.( -) 55.3 .1 115.8 ANCHORS EXT.( +) 55.3 TYPE INT.( -) 197.5 200.8 207.4 210.0 131.7 55.3 1 103.3 55.3 91.3 55.3 1 91.1. 55.3 1 78.4. 55.3 1 55.3 I 55.3 1 55.3 55.3 1 71.2 55.3 1 65.3 55.3 1 68.5 55.3 58.7 55.3 55.3 55.3 55.3 55.3 1 1 1 117.7 121,6 123.6 77.2 78.5 . 81.1 82.4 57.9 58.9., 55.3 55.3 55.3 55.3 55.3 55.3 55.3 55.3 55.3 128.5 124.2 122.6 92.0 82.9 52.2 52.2 52.2 52.2 55.3 I 60.8 55.3 77.6 5 X 5 X X 55.3 50.7 55.5 55.3 50.7 50.7 55.5 55.3 69.5 55.3 80.3 50.7 55.3 57.9 24'. 36' 48' 60' 7?' 26 -1/2' 53-!.1/6;. 7.21'.•1 26- t/2" 3i .. 72' • ••••... 26- r /2" 37'' 53 -01,+88. 7Zi••Iv 26 -19!+ 37' 53 -1/8' 72' 33.6 3 x 33.6 , 55.3 X' 55.3 55.6 55.3 55.6 55.3 4 X 55.3 55.6 55.3 5 x 5 x x 42 :2 42.2 42.2 94.8 86.6 55.3 56.9 55.3 42.2 55.3 55.3 73.6 55.3 55.6 55.3 • 94.8 55.6 55.3 86.6 55.6 55.3. 69.0 55.6 55.3 58.9 26 •. 2 55.3 3 55.3 .4 55.3 • x • :• 0 -3A • • 2: 55.3 • �•4. x 39.2 39.2 39.2 39.2 52.4 46.3 . 52.4 52.4 116 .2 55.3 116.2 55.3 i 198.1 55.3 55.3 67.5 55.3 115.7 55.3 115.7 55.3 x 55.3 82.6 55.3 82.6 116.2 124.8 115.9 55.3 198.1 55.3 210.0 • 55.3 197.7 55.3 [ 124.8 78.7 55.3 78.7. 55.3 1 134.2 55.3 78.7 55.1 X X 55.1 55.3 84.6 55.3 X 55.3 78.0 55.3 55.3 210.0 55.3 ' 134.2 121.6 55.3 j 84.6 55.3 144.2 78.0 55.3 1 78.5 X 55.3 60.5 55.3 60.5 • •• 63' 51.2 C ' 37.7 51.2 55.3 59.7 55.3 1 101.8 37.7 55.3 • 64.1 55.3 I 101.3 .4 X 5• X x 55.3 2 26.3 X 47.4 26.3 55.3 58.6 55.3 1 58.6 47.4 47.4 47.4 48.0 55.3 1 81.8 55.3 119.2 55.3 1 84.6 55.3 108.1 X X 55.3 51.5 55.3 1 79.9 x X 46.1 46.1 46.1 1 46.1 5 x x 36.6 36.6 36.6 ! 36.6 A = NO. OF ANCHORS PER HEAD & SILL 55.3 55.3 55.3 55.3 59.7 64.1. 59.5 64.1 55.3 48.0 55.3 101.8 55.3 55.3 55.3 103.8 80.1 66.9 55.3 81.8 55.3 51.5 55.3 79.9 55.3 47.8 55.3 51.9 44.7 44.7 44.7 44.7 72' '85' 96' 60' 5 7' 50.8 55.3 45.2 42.0 50.8 46.3 45.2 42.0 50.8 55.3 45.2 42.0 50.8 57.3 45.2 42.0 A = NO. OF ANCHORS PER HEAD & SILL ROLL XO' OX 55.3 55.3 55.3 55.3 1 61.8 1 46.3 I 47.1 48.7 55.3 55.3 55.3 55.3 73.6 69.0 61.2 56.4 '4 4= XOX APPROVED CONFIGURATIONS GLASS WIDTHS` TO E0UAL ON MOVING AND FIXED UTES FORMED GLAZING BEAD DSB -ANN. GLASS OR - 3/16' -ANN. GLASS OR 3/16 "- TE).4P. GLASS GLAZING COMPOUND - SCHNEE 14OREHEAD 5555 1,63 1 ZN lo I,1 �`i GLAZI\G OPTIONS Eng,: V:. HUMAYOUN FARCOO STRUCTURES FLA. PE d 16557 •• • • • • • • • • • • • •• •• • • •••• • • ••.• • •9•••• •• • • • , • • PRODUCT RENEWED -14 as comhhing with the Florida /lidding Code Acceptance Nu 02 - piratiun Date z �f a0 Uir M1 '.1n Dade Product Cont t• 0. 0 U da v � • s • 0 t '2•IZ- i2). A . • .1w. • •1•••• • .••. • • • U in • •• 0 o c dote: 08 -01 -96 •N N v 0 •• •• • • ••• •• • •• • ••• • ••• •' • ••• u t drawing no. W9 6 -25 sheet 2 o' 4 • • • •� • ••••v •, • • • • • • '• • TYPICAL ANCHORS SEE ELEV. 13 11 11 11 5 I=A Q. 0 J 0 ADD -ON RISER REDD. ON XOX SIZES ONLY 3 a� 4 • TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT HEIGHT 2 UE AL STRUCTURES • (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. A TYPICAL ANCHORS / r- SEE EIIV. 2 2 tn 2 BY WOOD iisUCK '• TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 YE -5001 YE -5004 1 ;FRAME MEAD 1 • I FRAME SILL : 6063 -T5 - j 6063 -T5 1 - 3 I YE -5006 1 1 'SILL RISER ( 6063 -T5 I- 4 ! YE -5002 I AS REDD. I FRAME JAMB -VENT 1 6063 -T5 1 - 5 1 YE -5003 j AS REOD. FRAME JAMB -FIXED 1 6063 -T5 1 - 6 I YE -5019 1/ VENT FIXED MTG. RAIL 1 6063 -T6 1- • 7 1 YE -5009 1 •1/ VENT VENT TOP RAIL { 6063 -T5 ! - 8 YE -5008 •I 1/ VENT VENT BOTTOM RAIL 6063 -T5 I - 9 YE -5018 11/ VENT VENT INTERLOCK 1 6063 -T6 1 - 10 YE -5007 11/ VENT JAMB RAIL 1 6063 -T6 1 - 1.1 I AS RE00. 1 ROLL FORMED GLAZING BEAD 1 ALUMINUM 1 - 12 11OX3 /4 SUS, AS FRAME & VENT ASSY. SCREW 1 - ICAO PLATED SMS W/ 18 HEAD 13 YH -6016 1 / VENT CAM LATCH j ZAMAK 'DECO. PLATED OR PAINTED 14 B 10X3/4" SMS 2/ LATCH LATCH INST. SCREW I - ICAO PLATED CRS 15 - AS REDO. IN SEAL PILE W/ PLASTIC FIN j - 1 TOP & BOTTOM RAILS 16 - AS REOD. FIN SEAL PILE W/ PLASTIC FIN - 1 BOTTOM RAIL 17 - - - - 1- 18 YH -6001. 2/ VENT 1 ROLLER ASSY. - 1114-6002 As YH -6003 • WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. /CHART' FOR SPACING TYPE 'A' 3/16" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION . INTO WOOD THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. 3/16" DRILLFLEX SELF DRILLING SCREWS INTO METAL STRUCTURES (1/8 ". MIN. THICKNESS) #10 SAS INTO APPROVED MULLIONS (NO SHIM SPACE) TYPE 'B' 1/4" TAPCONS INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY OR CONC. SEALANTS: FRAME AND VENT CORNERS SEAMS. FIXED MEETING RAIL ENOS AND INSTALLATION SCREWS AT SILL• SEALED WITH WHITE COLORED SEALANT. WEEP11OLES: 1V1 = 1" NOTCH AT EACH END OF VENT TRACK W2 = 1/2" NOTCH AT EACH END & AT 30" FROM EACH END ;ryr: OR. F:UNAYOUN FAR000 STRUCTURES FL& PE J 16557 •• • • • • • • • •f; • • •• •.d ••a*•• • •••••• •• • • • • • PRODUCT RENEWED -1 133 complying %its the Florida Buit/int: Cube Araptauce Na . Espirrtion Rate By MIR Ins trt' I'rt,.alci rams)) 8 • • • v z cO °v vt- N V 1- O • O to Z1"M N �Q W�1 • • •3 to • • 0 y is 0 IL.. c • u N a, • Y O a ••• • ••• • •.• •• • ••• •• • •• ••• r•• 0 1 L • drawing no. W96 -25 sheet 3 of 4 • • • • •• • • • • • • • TYPICAL ANCHORS 'XL ELEV. 1/4* MAX. .514114 2 BY WOOD BUCK • VENT 'WIDTH D.L.O. Cs) (0) • • • • • • • • • • * • • 2 BY WOOD BUCK • • • • • • • • VENT WIDTH EXTERIOR WINDOW WIDTH X0 LAYOUT OX OPPOSITE (5) VENT TOP/BOTTOM CORNER5 TYPICAL Al•CHGRS r SEE ELEV. 4 4 4 '• • -•••4• 1BY . VOOD BUCKS tat 1/4' SHIM MAX. (L3: ( 6) 1 • • I12; I • D.L. OPG. EXTERIOR wINDOW WIDTH XOX LAYOUT • .... (121 ;:. ,_-_•-• v :-17 _ 1.1 7, ; 1BY VDEID BUCKS TYPICAL ANCHORS SEE ELEV. 4 I 4 FRAME TOP CORNER FRAME BOTTOM CORNER I FIXED MTG. RAIL CORNER trv: CR. HuvtYOUN FAR000 STRUCTURES RA. PE f 16557 ?. 5 211" • • •• • • 441 • • • • • • • • • • • • PIM DUCT`RENEWF:D as comp!, lug with ibi Florida Mailing emir Arcs-in:ince No 02=j 02 Elpirutiun I)itra fly 1Thts k Product Cualn4 C4 13 Ch 0. 0 a 8 • • 00 • • __, • ase 4 • • : JI •: • • • • • p • • • • c 0 0 0▪ ) 0 • J • • 4 • • • • at 0 a r.4 2 S. .0 = 11 II u _ w;ng no. W9 6— 25 : sheet 4 o7TD 4 r, • *•-iWiDAOS AN 1 8 N11-1 • ounanNG coDE cm/MANCE OFTICE oe ISOM Nina DIVISION NOTICE OF ACCEPTANCE Yale OgronMamifacturing Co, Inc. 611 West le' Street %slab, ni 33G10 SCOPE: • This NOA is being issued under the' The documentation submitted has by the Board of Rules and Appeals the Authority Having Jurisdiction This NOA shall not be valid Division (1r Miami ade Conn have this product or material test . Isur re purr the accepted manner, the manufacturer will incur the expense of such testing and the ART may Immediately revoke, nodify, or suspend the use of such prciduct or material within their jnrisdiction. BORA reserves the right to revolvalis acceptance, if it is determisiedby Miarni-Dad e County Prothict Control Division that this product Or is .isitexiaffittreo met tae/quixements of the applicable building code. "Ins pro.detetrs appsoved as described herein, and has been designed to Comply with the High Velocity Mir:inane • zone of tiTe FloridaWil,gig Code. Ottir"580" Aluminum Single }lung Window and Dual Action Window •1 'PPRW1M 00011114ENT: Drawing No. Nv96-3 , titled "Sedes-580 Single Bang Window", sheets 1 through 4 11...4 4, patareel by A71•Pleo'on Corporation, signed and sealed by liumayoun Parooq, P.E., dated 10/10/96 with •...;;vision on 1.4)/07/0r3,:iming the Miami-Dade County Product Control Revision stamp with the Notice a AcceptrOtnumber tnytxpiratiou date by the Miami-Dade County Product Control Division. SALT ftATING: None LABEIMG: Each unit shall bear a permanent label with the manufaturer's name or logo, city, state and following statement "Miarni-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 revison. 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 WICIrtitlate this NOA. Failure to comply with any section °fills NOA shall be cause for ternlination and removal a NOA. ADVERTISEMENT: The NOA number preceded by the words Istelia.n-d-Dade County, Plorida,' and follower.I by the expiration date may be displayed in advertising literature. If any portion of the NOA, is disPlayed, then it shall INSPECTION: A copy of this entire NOA shall be providedto the user by the manufacturer or its distributors be done in its entirety. and shall be available for inspection at the job site at the request of the J3uilding Official. This NOA revises NOA # 02-0501.06 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, PS, MIAMI-DADE COUNTY, PLORIIDA, geTRO.DADE FLAGUIR BMIZOO 140 war FLAGUR sotErr, suns 1603 0,ORIPA, 3s1so4563 (305) 315-2901 fAX (305) 315-2908 • regulations governing the use of construction materials. 4"-Dade County Product Control Division and accepted din Miami Dade County and other areas where allowed by toted below. The Ivliami-Dade Con.nty Product Control eas other than ;Miami DadeCounty) reserve the right to es. If this product or material fails to perform in 1• .24176 :IT 47° NOA No 03-0910.04 Expiration Date: November 14,2001 Approval Date: December 18, 2003 Page hale re,,on1',,riant�facturin� Cc. NOTICE CU 'AtCCLPT i.NC ; EVIDENGr+. U81 D'1 D A• DRAWINGS _ 1. Manufacturer's die drawings and sections. 2. Drawing No. W96-38, titled. "Series -58t1 Single and sealed by Husxtay'vun Faroog, P•P�,ld ed. prepared by Al Faroaq Corporation, signed 10/10196 with revision on 10/07103 D. TESTS er TAS 202-94. L Test reports ma) 2) Uniform Load Static Air Pressure Test, per TF�.S 202 -94. 3) Water Resistance Test, per TAS 202 -94. 4) Forced: Entry Resistance Test, per AAMA 1302.5 -76. along with marked- up•dxawinga and installation diagram of an aluminum sine hung window, prepared by Fenestration Testing Laboratory, Inc., `"Pest Report oler o 71 and ,i "iL4170, dated 1Q116/95 and 09/11/95, signed .and sealed by P,E. 'Submitted tinder NO8 #0200507.06' 2 -94. 2. Test reports on l) Uniform Infiltration oad $tatic Air Pressure Test, per TAS 202 -94. • • • 3) Water Resistance Test. per TAS 202-94. • • • ' • • • • • • 4) Forced Entry'1.esistance Test, per AAM,A 1302.5-76. • • • • • • • • • and installation � of an aluminum single hung Tong with marked -up drawings • ' • • • •' : `:e s" dual action window, prepared d by Fenestration '� eating Laborato , Inc., Test • • • • • • $rt No. k`k'L- 1+664, date June #02-0507.06' , signed and sealed by "3f �anil Gerardo 'Curl, • 'Submitted under N • • • • Z. • .Test 2eports anl) Air Infiltration Test, per TAS 202 -94. TAS 202 -94, • • ••••. 2) Uniform Lead Static Air Pressure Test, p er • 3) Water Resistance Test, per 'TAS 202 -94. • 4) Forced Entry Resistance Test, per AAMA 1.302.5 76. • • • 4a;;g with marked -up drawings and installation diagram of an slurnir am single hug • • • • • • • window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 11'1,0-3819, • • • • dated 08/28/03, signed and sealed by Joseph Chan, P3. . C. CALCULATIONS 'Al -Faro Co., dated 1Q107/i13, 1, . Anchor Calculations and structural,analysis, prepared b Y signed and sealed by fumayoun Farooq,1' P.B. 2. Complies with ASTl1/l.E1300 -98 MATERIAL CER1'!x+'1CATIONS 1. None. D. Theodore Derma, , .X. Deputy Director, Proct NtNo Q3 Division 44 ExpiratiOit Date: November 14, 2007 Approval pate: December 18, 2003 DESIGN LOAD C.APACJ 1 Y - PSF' • WINDDY DIMS. 3/107 TTPCONS 1/4 TAP£0 45 586- A ?.74. GLASS 3/16'- -,iM . 0IJ.SS 0/167-ANN. GLASS /15 -TRI P_ GLASS WWII HE10147 EXi'. (+) J iNr. ( -) EXT. (+) 1147. {-) 4» (41 1147. { -) i� (,-I-} 11.K. (-) 19 -1 /8" 26 -1/2` 37- 53-1/6- zs� i3} 50.7 78.4 1 50.0 125..0 60.0 125.0 50.0 210-0 56 7 78.4 50.0 109.1 60.0 125.0 . so .9 210.0 641.7 75.1 50.0 76.1 6031 125.0 65,0 161.7 35.5 i8.s 5e4 i 54A 60.0 112.6 50.0 112.6 • 19-1 /6` 25--1 /2" V7- 53 -116* 39 -3 /e- ' r) 507.7 *f 78.4 50.0 102.4 60.0 125.0 I 80.0 210.0 50.7 73.9 90.0 73.9 65.0 125.) 5000 152.9 52.0 52.9 s$.9 52.9 . 60.0 109.5 860.0 109.5 - - • 35.9 353 60.01 76.3 .59.0 75.3 1S -S /8" 25 -i/2" 37* 53 -1 /8 3B-3/0- t4} 60.7 78h 80:0 125.13 - - - - - 50.7 78.4 60.0 56.5 - - -- - 50.7 61.5 50.0 70.8 - - - - - - - - - - - 15 -i/8 28 -1/2" 37' 53-1 /5" sn --s /8' CS) 50.7 78..4 so.O 125.0 50.0 025-0 600 210.0 60.7 59-0 53.4 50.0 125.0 SI}D 193.2 51.3 60.0 659 50.0 99.7 50.0 124.9 - - 450 406 SOD 63.7 60.0 75.2 19 -11 /01 25 -1/2" �•� " -1� i • S7- (5) • • 80.0 7$.4 50.0 114.9 50.0 125.0 6010 210.0 63.0 56.7 50.0 82.9 50.0 114.1 50.0. 171.5 49.4 49.4 59.4 �4 5tF 0 soak 60.0 119.7 - 41 ..4 41.4 54.4 54.4 00.0 89.8 1%-iv' 77`7'6• i7~ ,53 -ties• ••• 5J" 41: • • 80.0 74.5 50.0 104.0 50.0 123.0 50.0 2100 6fl.0 53.2 50.0 75.4? 50.0 f 101.5 60.0 155..3 453 53.7 50x► 74.2 50.0 111.2 - - 37_4 37 -4 50.0 50,.0 54.0 66_4 i9 -•1 /Si 28- 10/21 ••377•• �.- 110/1• • • 6.0 60.1 60.0 832 601) 12510 60.0 1825 7$- 17`707 ''a••• 53.3 53 -3 80:0 643 0 651 50.0 131.7 • - - - 45.6 69.0 65.1 60.0 9rr3 '31.9 31.6 44.9 44.2 60.0 80.0 • •: tt! IN PARIS 04010,. Htk 0.= Algr-- i0r'LS PER AStAB • • •eLTi €1�O ALUMINUM SINGLE HUNG i' I D�€ �t •. €NI�IPAl ATI 3E ANALYSIS CHART ANC!-HORS AT FIXED LITE 3/16- OR '1/4' TAPCO1. DETAIL 11 ANCHORS DRS Al VENT AREA 3 /1S" T1i 3JS DETAIL 82' THESE RNCHL%2S VAC BE L0341101 AS -PER DETAIL 2 11.807 Carter t1IcH3RS iB.F_Y1 3'1IWDOW WIDTH 19- MAIL f i JA1H8 ANCNCRS SEE 11610177 COLUMN AT LEFT 1.11051310E ItOnfttt 42 4st a A• io Raiesaccaac Er$i' 7977 WiZE 00 • • • • • • ••• • • • ••• • • • • • • • • • • 1 1 FOR EGRESS WIDOWS OE AILS AND CAPACITY SEE SHEET 4_ 41 a FOR -COMPONENT SIZES SEE SHEET 3_ ; te- • • • t r dT • • • • • LiP'.A.cr RESISTANT SHUTTERS jl RSQTIIRMD N CITES 1. THIS PRCA JCt la iZ61GtiE0 70 SWAPO' 14161 73:IF 190 YEL0'..ITY S- .�.IRAJCR7+IE ZOUE OF 511E 2061 F109I0 5 J6..DD 10 000_1 ALS0 FOR 1.1110 1.0.105 AS PER &3^E 7 USING CORPESPO031110 Dams. P. 10909 sIJ51c9 sr OTHERS. MUST HE 7340101±10 7 10P7RLY TD TRANSFER LOADS TO TN£ 6Ti2IDCTii14E. 3. A44Cfi013S SH141.L BE AS LISTED. SPA9ED AS s- Kar:JJ ON VET/.!LS. . ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE SEX 01410 VALI_ 0RESSIN9 017 STUCCO- �fi r7 �"7tE ? nDx3s 0000 • • • • 0000 ••. CD f i JA1H8 ANCNCRS SEE 11610177 COLUMN AT LEFT 1.11051310E ItOnfttt 42 4st a A• io Raiesaccaac Er$i' 7977 WiZE 00 • • • • • • ••• • • • ••• • • • • • • • • • • 1 1 FOR EGRESS WIDOWS OE AILS AND CAPACITY SEE SHEET 4_ 41 a FOR -COMPONENT SIZES SEE SHEET 3_ ; te- • • • t r dT • • • • • LiP'.A.cr RESISTANT SHUTTERS jl RSQTIIRMD N CITES 1. THIS PRCA JCt la iZ61GtiE0 70 SWAPO' 14161 73:IF 190 YEL0'..ITY S- .�.IRAJCR7+IE ZOUE OF 511E 2061 F109I0 5 J6..DD 10 000_1 ALS0 FOR 1.1110 1.0.105 AS PER &3^E 7 USING CORPESPO031110 Dams. P. 10909 sIJ51c9 sr OTHERS. MUST HE 7340101±10 7 10P7RLY TD TRANSFER LOADS TO TN£ 6Ti2IDCTii14E. 3. A44Cfi013S SH141.L BE AS LISTED. SPA9ED AS s- Kar:JJ ON VET/.!LS. . ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE SEX 01410 VALI_ 0RESSIN9 017 STUCCO- �fi r7 �"7tE ? nDx3s 0000 • • • • 0000 ••. • • •••••• • • • • • • • • • • • • • • 8 r &G` FROM tORUERS 1 15' Q.C. I484X. • DSH -A1N. GLASS BR 3FE6'- A3i1$ MASS CAR 3/166'- TEED. MASS STS CHART OPTIONAL LAT W1k5Wi CAN BE SUPPLIE0 WITH Cf'1 LATCH /a1 IITt . RAILS OR ttL3la WAGED LATCH AT 5U.1. WOOD BUCKS t!FQT BY YALE, MUST SUSTAIN LOADS IMPOSED- 6Y GLAZING SYSTEM AND TRANSFER 11-IEM TO THE BUILDING STRUCTURE. GLAZING METHOD; EXTERIOR GLAZED W1TI-t ROLL FORMED ALUM GLAZING BEAD. USE ADHESIVE BEDDING CkMPOLIt' D SCf (htr`E MOREHEAD 5555 OR MUM. COLOR TO MATCH CLASS at METAL FINISH ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALJi'it0 SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEAS. S£HaNEE MORE_HEAD 5504 OR EQUIP. PAS:. ONE 1/4° X 3/4" ADHESIVE CLOSED CELL FOAM PAD AS EACH END OF FIXED /01TG_ RAIL. TYPICAL ANCHORS S/16° OR 1/4` AI QI-IO S A3 INTO 2 SY WOOD BUCKS 1--3/ ' MIN, PEiIETRRATTOt$ INTO WOOD B) TI-ERU 1 BY WOOD BUCKS NTO McSONRY 1 -1/4" Edi1t.L EMBED It WO CONC. OR MASONRY WWI if FiIST ¢' U. DESCRLP$181N REMARKS 1 YE -188 1. FRANZ I EAD 61383 -15 YE -187 1 FRAME SILL 8050T5 YE-1022F 2 FAME AVM; - 6+Dfi3 —t5 YE- 152E 1 FIXED +.£.. 6083 -15 5 YE -1510 1 VENT TOP RAIL 6I$3 —r5 B r -168 1 VENT BOTTOM RAIL 50E5 -15 7 ( YE-824 S 2 VEWt sPiMB 8*353 -T5 8 AS Rte. ELLA24 8 6E D MILL FOR ALUM.. 9 - 10 2/ VENT ELOM do TACKLE BALANCE 11 YH -511 AS RECD. BULB Vil4YL PVC (SIF,t6L'E) 12 Y11-•S1O AS REGD.. BW.S . on_ PVC C'SIf ,LE} 13 } 11-SCOF AS REGO. Pii..E- SCHLEBEL .187 X .2513 Enid SE:AI. 000E04 14 YN -504 2 '4` $IT L .11 H MOW flR CELCCti 14A Ti 515 1 ' CAM LOCK • CENTER OF VEIiT 2{4MAK 15. + 10 X 3/-4` 8 FRAME ASSSISHLK SCREWS PLATED CRS. 19 $ X 3/4' 2 , FIXED RAIL SCCRIRNS CAD PLATED CRS.- 17 8 X F' 1 4 f VENT : WITT ASSEMBLY S CREdS . c>.1) PLATE% CRS. 1 BY OS 2r L+V ti'46IS BuCIt BSB -AMY. GLASS OR 3/16'.-_- ANN. GLASS DR 2116'- TEHP. GLASS SSE T jq 1/4' SH1E1- MAX. • • titatm.RUCKS NOT 'BY YALE t]GRDA PISS T 5LISTA:MI INFUSE(' LEIAILIS •• • • • • • •• • • • • ••• r L� .311.6* t 1!4` 7APCEr • SEE CRHPARATWVE #U ..PSIS CHART Ft32 SPAC]Ni `ANC440RS AT VENT AREA k'-SEE SHEET 1 t3iw6` AtdCHORS ;TAM) a. .r• • d E E 1 BY OR 2 ELY Vs'OCO BIJ 4C FRi3»UCL RRYSIBEIM assemegsberseg Boidliegemlic hecveTregi No 0.3 -013 o. 04 Ewe Thuile i't+ociatt Cioitrei Division drawing no. W96-38 • 7a +f • ••• • • • • • • • • • • • • • • • • • EGRESS FRAME. CORNER DETAIL a" WEEP FIOICH AT EACH ENO OE SCR 1 RETAINING CLIP • • •• • • •• • • • • •• S_H- VENT CORNER DETAIL. • •• 1.355 5M-1-5 1_1.447-1 4 . �f c .062 2.575 1-1.156 CR ^h1 aaYme_jl to YE-157 YE -lax 50-53.-15 5053 -T5 PEIODUCT*RSVLSIUS also vtii9tifttl lavAdies Cook A,rcprc•+peEar Es Ph's Hy_ _.r.ecrr1"7 E�I Mk Deal L"rad•t3+Ctwitwt C•xisiea €=tart. DR. HUIT'..Y % N ,FAR OU FLA- FE 1165c57 G.K.N. P38 YE -172 6053 -•5 • • • • • •• • • • • • • • •. • • • • • • • • • • • TYPICAL ANCHORS ELEV. FOR 2PACIN3 4 1Ti •11445 YWNOI, W WIDTH 4S_ INO S!_ALA S .AND PAM SEE SPAS: 2 VEEP SLUTS 14 -1/2" MAK. HEAD do SILL at EXTRA A.FICIOIR FOR 75 PST RATING ONLY 'kr 2 3 4 5 5 7 B 9 10 11 12 13 14 15 YE - -159 Yf 23 YH -570 Yr--25A. SPAGFR S.H. u1W HEAVER SCREW l',SATHI RSTRIPPIN0 YH -934 PH CHAIR SUPPORT SCREW LOCK BAR YH -942 YH-944 YE-171 YH -57t YF -1 LOCK E AR t LIM 3 PDItti LOCAL B.ZR OP, EPiATOR PLASTIC STRIKER I EORMS JAMB FOAM TAE MACK V-756 # 10 X 3/4' SI,AS (AS RUM) f B X 1/'2` TEKS PH ROM RARRDWAR' E• REIM NASIDMRE R1310 ttARDWARE MOTO HARDWARE BQCI -15 NORT041 3J.0 x _sae. CAD•P$JTEL Sttex. RESIGN LOAD RATING PO1C THIS SIZE OR SMALLER ( 1 DSB- 4.NDI. =Asp }t • f . . MB AWN_ GLASS 3 ,`6" ANN. GLASS /X .- ` \ TIT. ( -) EXT. C-I-3• I INT. C -) .4 57.0 -' 57.4 5a4 Z � / / 5 3 VEEP SLUTS 14 -1/2" MAK. HEAD do SILL at EXTRA A.FICIOIR FOR 75 PST RATING ONLY 'kr 2 3 4 5 5 7 B 9 10 11 12 13 14 15 YE - -159 Yf 23 YH -570 Yr--25A. SPAGFR S.H. u1W HEAVER SCREW l',SATHI RSTRIPPIN0 YH -934 PH CHAIR SUPPORT SCREW LOCK BAR YH -942 YH-944 YE-171 YH -57t YF -1 LOCK E AR t LIM 3 PDItti LOCAL B.ZR OP, EPiATOR PLASTIC STRIKER I EORMS JAMB FOAM TAE MACK V-756 # 10 X 3/4' SI,AS (AS RUM) f B X 1/'2` TEKS PH ROM RARRDWAR' E• REIM NASIDMRE R1310 ttARDWARE MOTO HARDWARE BQCI -15 NORT041 3J.0 x _sae. CAD•P$JTEL Sttex. RESIGN LOAD RATING PO1C THIS SIZE OR SMALLER ANCELORS /JAiAB DSB- 4.NDI. =Asp 3/1& "-ANN. GLASS EXT. C +) TIT. ( -) EXT. C-I-3• I INT. C -) .4 57.0 -' 57.4 5a4 58.4 I 5 3 57.0 57.©' 65.0 73.1 .. • .• • • • •.} . • • • • ••• •• • • ••• •••• • ••• •••• EGRESS FRAMING DETAIL FOR SERIES -5$0 SINGLE RUNG 'WINDOW SIZE OF SUB-FRAME = 37" X 50 -5 /B" SIZE OF Sat. FRAME = 9S -1/4" X 48 -T /18° ZINC DIE CAST 3 PL LCM1C BAR SYSTEM r Ram HiR5t1RRrE' 14I04011 1700 Lf IV PLASTIC KEEPERS TYPICAL ANCHORS: A. if 1AF1O 2" BY WOOD BUCKS 3/16 ° DiA. TAPCONS WITH i -3/8° MIN. PEN E1"'7i• ATION INTO 3. IF INTO 1 BY WOOD BUCKS OR INTO MASONRY 3/16" Dom.. TAPCOWS WITH 1- 1 f 4" MIN. EMBED INTO MASONRY 1'400D • • • • BY OR 2 SY WOOD BUCK 1 4• SH114 11AX. • t,'133.11 SUCXS NOT 37 YALE i1GRc'1U • gussT SUSTAIN THPBSES L41AD5 • • • • c• TYPICAL AUDHURS SEE ELEV. FOR SPAEII`1G • • • • --AROMUCT.REVISICO g ARIrAr� • Aeciphisar 02.-040 0. 04 ay Di $Arts 4. Vt tie V21' W 4JTDT1t. Erb M. itviskArug FARDsQ Fvr. PZ low . CAA 53x3 • . a */6` X 1` WEEP SLOT 4 -VV4 SROW EACH MD TYPICAL i.NDNIIRS SEE ELEV. FOR SPAC1JJI 1 BY OR 2. HY WOOD Fitt* OPEN CELL FOAM FAD AT EACH WEEP SLOT FOR SINGLE HUNG DETAILS AND CAPACITY SEE SHEETS FOR COMPONENT SIZES SEE SHEET 3. 1 tic 2. drawing W96-38 L• L ♦ ii /Y Li,