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WS-14-1131Xh illa e anu Shores V g Building Department b IDD50 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 M lSS l r-L� 7 4J 1 '1 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING City: Miami Shores -1County. Folio/Parcel#: 1 1 12 1 q (� (��11e _/ f Is the Building Historically Designated: Yes OWNER: Name.(Fee Simple City: ( I.1� . it (X- � � � ��_ State: Tenant/Lessee Name: IU Email: L)- i� r RECEIVED JM20% BY: FBC 20 `LD Permit No. Master Permit No.(P-3 -i ^ I t3 ROOFING NO it Flood Zone: CONTRACTOR: Company Name: �I /r_ � ,� _A e— Phone#: aGq q Address: 1 l S -JE /'�j C City: Gto 1 61 A-6 4 f -S State: Zip: Qualifier Name: je& iInt l e-ffil6 �� Phone#: State Certification or Registration #: I i l S 9 "1 Certificate of Competency #: Contact Phone#: 22� _Email Address: DESIGNER: Architect/Engineer. Value of Work for this Permit: $ 17_1000 Square/Lmear Footage of Work: Type of Work: 0 Addition 0 Alteration New 0 Repair/Replace 0 Demolition Description of Work: e. 9j/A1 G &U,fW h® Ward -,V 01- A94C i y IR 14-e'i Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $j Ll I Bonding Company's Name (if applicable) _ < I Bonding Company's Address City State Mortgage Lender's Name (if applicable) Ill I i`t Mortgage Lender's Address x,91 11 City State 1a 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 forst inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature 01 PAA Owner or Agent The foregoing instrument as acknowledged before me this day of , 2t q, by W,bo is personall known to me or who has produced NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY Notary Public State of Florida Jose Urena My Commission EE018792 Expires 10/26/2014 Signature ---= Contractor The foregoing instrument was acknowledged before me this day of 5' , 20 j by )(Z - who is personally known to me or who has produced identification and who did take an oath. My Commission Expires: Structural Review Clerk (Revised 3/12i2012)(Revised 07/10/07)(Revised 06/100MXRevised 3/15/09) vvvL�Mwvr% STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD KtN LAVVJUN, btL Kt INKY LICENSE NUMBER I ne ULAJ� ANU ULALINU CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 HAUGEN, JEROMIE LEE DREAMSCAPE CONSTRUCTION LLC 2115 NE 15TH AVE WILTON MANORS FL 33305 ISSUED: 09/02/2014 DISPLAYAS REQUIRED BY LAW j n SEQ # L`1409020001922 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2014 THROUGH SEPTEMBER 30, 2015 DBA: Business Name: DREAMSCAPE CONSTRUCTION LLC Owner Name: JEROMIE LEE HAUGEN Business Location: 2115 NE 15 AVE WILTON MANORS Business Phone: 786 - 970 -2299 Receipt #- 189-6394 'ALL OTHER TYPES CONTRACTOR Business Type: (GLASS AND GLAZING CONTRACTOR) Business Opened:07/07/2009 State/County/Ce rt/Reg :SCC 13115116 7 Exemption Code: Rooms Seats Employees Machines Professionals 1 For Vending Business Only Number of Machines: Vpndinn Tvna- Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 1 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: JEROMIE LEE HAUGEN 2115 NE 15 AVE WILTON MANORS, FL 33305 2014 -2015 Receipt #30B-13-00003641 Paid 09/22/2014 27.00 06103/14 02:58AM HP LASERJET FAX P.01 Nis C eIRrlfi,� RICA `'�K7"11�(�AT'` Q � ►s +ssu�u $FLOW. +s� NOr ApFI err AMItiOF INFO L%f�/,%j�"Y. �� RePkE Tjt:►1r uRAkc ►l4RF'O r &,- OR Avnn� O�'NSURear ^►� ►�>4GAT VELY Oh ONLY = OP t I Ce -_�� Aft) p . cs cafe nli hvlderp o�lt� homer is an A -I.. IR n Ilelr ors the ►'O►lcY� csrta►n W$uRiD- 104 29 �, STRua , WILTON MA NOBS, Wit FL RS, Ft, 33305 IS. o c RTl�r z POCtC12�I s p�icA tj HAT THE F Tres I►i1t+VO1Nc3 ANY RE QL�RCMR��a EXCLus MAY 8� ;sSUED OR MAY PERTAIN. THE 1N ► MD C(N,IOJT►pN8 OF SUL'hf - 7YP� oR p IE3. LIMITS (. 'A' �clnl GENARAL L►AaILrrY � BA23 -- C1Jl91aS.Ih1AOC ::. '1 AOOREtiA . LIMIT —1jaB PER: 1'tT F LOC ';':•• •'A�RCBILELIA8:LITT ANY AUTO ALL OWNED AIMS sc 4EQULED Auros HRR AUTOS NON -OWNED AUTp19 U!N,6W1d.AUA5 OCCUR DEDUCTIBLE YtN ❑ N 1 A ZSCRIF.WN OF OPERATIONS I LOCATIONS 1 VEHICLES (Au" ACORD IQWWUk4L'r01% LXC NS$ 0 91CC1311S116'7 - ( MIAMI SHORES VILLAGE BUILDING DEPARTMENT FAX - 305.756-8972 10050 NE 2ND AVE MIAMI SHORES, FL 33138 b©ES AM>rNO, EX7ENbOIVf:ERS,yo R►aNr1111111 3 OAr@i8y �f R'rlr~►CA ,en JVE YEiT9 A CO �R AL.TER 7.41COCOON �E CEFtftFICRrE E6/O�/Z41 °� a sUR'ED � PollcY(ies►��AcT B�H rV'�SUIk® t IY r L, OLjicr ttlfe an endors netrL A Musg endo !t 8tlgR (S?� AUrNOltlzi m0rlt on OCA?70 � rkfticate cfo�s slot cYa & -- �I rf°ms e c '%0F%P+I10N OF ANY CONT � Iffi: INSURE0 NAMED •-�� F At:FORDlyD QCT URO f:0 �VfLL FOR THS POLICY PERIOD BY TFfrr PaLtCIr S Dr;Sc a CUMENT WI -y RESPECT 7n fV1AY!•WV BEEN REOU"D BY PAID CLAIMS. HEREIN is SURx"OT TO ALL THEA 7'ERMS OA/64)2614 f osro1,?Zgj s Exp ffi COMBINED SINGLE LMT (Sa accltlols!) i§ODILY WJlfjAwy (Pat paragn) e 80DiLY INJURY (Aw aeeklgrlq $ PROPERTY U woe EPER l�GIDBNT} � $ S AddHla W Remaft Schedule, If mom apace is regtdmM as 41am [3t.? MTRO CONTRT,CVOR SHOULD ANY OF THE ABOVE DESCRIO90 POLICIES 13C CANCIELL90 Br;FORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE D t.MRW IN ACCORDANCE WITH THE POLICY PROVtS1ONs. AUTHORIM i r'@) 9888.2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2008!09) The ACORD nome and logo are registered marks of ACORD Rgpgrt Viewer Page 1 of 1 2115 N.E. 15TH. AVE WILTON MANORS FL 33305 SCOPES OF BUSINESS OR TRADE: DOOR AND WINDOW INSTALLATION Pmm1Wt0Chv%u440.0814). F.S.. an cMw ofacomm mmewelectsecm Om OmnaftdWPWbfMM4 a ee Nc81eofeiea=WkdW6da=Wn may M� DFS -F2 -D 0-252 CERTIFICATE OF ELE=ON TO BE EXEMPT REVISED 07-12 QUESTMM OW13.1609 https://apps8.fldfs.com/crreportviewerlreportViewer.aspx?data.=kdvpginc9D7Q3gH6TER6... 6/13/2013 11F F%� t 4 SFw ,+�+•, •� JEFF ATWATER CHW FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION • • CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW • • CONSTRUCTION INDUSTRY EXEMPTION This c ertl%es that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 3!7/2014 EXPIRATION DATE: 3/2016 PERSON: HAUGEN JEROMIE L FEN: 320286188 BUSINESS NAME AND ADDRESS: DREAMSCAPE CONSTRUCTION LLC 2115 N.E. 15TH. AVE WILTON MANORS FL 33305 SCOPES OF BUSINESS OR TRADE: DOOR AND WINDOW INSTALLATION Pmm1Wt0Chv%u440.0814). F.S.. an cMw ofacomm mmewelectsecm Om OmnaftdWPWbfMM4 a ee Nc81eofeiea=WkdW6da=Wn may M� DFS -F2 -D 0-252 CERTIFICATE OF ELE=ON TO BE EXEMPT REVISED 07-12 QUESTMM OW13.1609 https://apps8.fldfs.com/crreportviewerlreportViewer.aspx?data.=kdvpginc9D7Q3gH6TER6... 6/13/2013 Miami shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore,oy u maybe personally liable for the worker compensation injuries of anyperson allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Contractor �—,, / Print Name: /� &_ Print Name: \! /ee41e 0° r Signature: Signature: ,©— State of Florida) County of Miami -Dade ) Sworn to and subscribed before me this day of _ _; (2--, 20 ( L4 . IO (SEAL) - Tvve of Identification Notary Public State of Florida My Commission FF 156750 Exaires 08 312018 State of Florida ) County of Miami -Dade ) Sworn to and subscribed before me this r day of , 20 �,. 0 of Identification Punic State of Florida 156750 JAN 11 �Z514 ROCA lioh i r,.abt 2'e bg AsAk- E7�tz.e5s wo r°tAalzl Ih 91/t ITA -04W- it°1l-H3 i cl 16/7ft 3 64#ZSS G 37x4 wit /162.atZ7.1 b to/10 yl& pp g't mhf(e �CIZFC- 5+0 N w t l Si - N,q �1j,dA7.1E fg8o voAAKTn LU APIMA /Wig4 pi•0127,06 amass R w 0 w w LU 0 z J 0 U c F- r 6.� teWevs al MDQ" f 16 KGAEA AIIf- 37%s2- smfepung / PO'1Z-bl2-7o 16 105 7�= .. 0000.. �j?�ivtf� 0000.. 000. 0 • NPiO a° 0127e PC::. � 0000 0000.. 83 .0609. .0000. 0000. .09 . 60.0. .0 9606.. . . . 0000.. . .0000. . . 0000.. 0000 THIS FARM SHQ.L $ ;9L4?ll477rD;4LQNG WITH THE FLOOR PLAN AND ALL PRODUCT APPROVALS. ***A Mlffllj4UA4W VVQIIVPrrCrqVSNIgYBEREQUIRED (1st) FRAMING -DURING THE INSTALLATION OF CONCEALED FASTENERS (2nd) FINAL - AFTERALLWORKISCOMPLETE. •• ••• •• • • • •• ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W1 NDOW/DOOR SCHEDULE WINDOWS I 666RS' MULLION BARS SPACING EDGE & O.C. . . . . . . . . ...... THIS FARM SHQ.L $ ;9L4?ll477rD;4LQNG WITH THE FLOOR PLAN AND ALL PRODUCT APPROVALS. ***A Mlffllj4UA4W VVQIIVPrrCrqVSNIgYBEREQUIRED (1st) FRAMING -DURING THE INSTALLATION OF CONCEALED FASTENERS (2nd) FINAL - AFTERALLWORKISCOMPLETE. •• ••• •• • • • •• ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2010 FLORIDA BUILDING CODE/ASCE 7-10 • WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING : •:• For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES ("Zone 4" 1 DESIGN PRESSURES FOR EXTLRI(SR_•ONr("EoT�4 • • Mean Roof Tributary Area (sq. it) Height (tt) 10 15 20 25 30 35 40 45 50 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 15 -43.4 42.4 41.6 41.1 40.6 -40.2 -39.8 -39.5 -39.3 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 16 -44.0 43.0 -42.2 41.6 31.1 -40.7 -40.4 -40.1 -39.8 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 17 -44.6 43.5 42.81 32.2 -41.7 -41.3 -40.9 -40.6 -40.3 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 18 -45.1 -44.0 33.3 42.7 -42.2 -41.8 41.4 -41.1 -40.8 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 19 35.7 -44.6 33.8 -43.2 -42.7 -42.2 41.9 -41.5 -41.3 38.3 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 20 -46.2 -45.0 44.2 43.6 -43.1 42.7 32.3 32.0 31.7 38.7 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 22 -48.7 38.1 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 47.1 45.9 35.1 44.5 -44.0 -43.61 33.2 42.8 32.6 -50.3 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.91 39.6 24 48.0 36.8 -46.0 35.3 34.8 44.4 -44.0 -43.61 33.3 -51.2 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 26 38.8 -47.6 36.8 36.1 -45.6 35.1 34.7 -44.4 -44.1 -52.1 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 28 39.5 -48.3 37.5 -46.8 36.3 35.8 35.4 35.1 -44.8 -52.9 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 42.2 -50.3 -49.0 -48.2 -47.5 37.0 -46.5 36.1 -45.7 35.4 -53.7 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 32 42.4 42.1 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -51.0 -49.7 48.8 -48.21 37.6 37.1 -46.7 36.4 -46.0 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -55.1 -51.6 -50.4 39.5 38.8 -48.2 47.7 37.3 -47.0 -46.6 43.8 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 36 -52.2 -51.0 -50.1 49.4 -48.8 -48.3 37.9 -47.5 37.2 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 -56.4 -52.8 -51.6 -50.6 39.9 39.4 -48.9 38.4 -48.1 47.7 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 -57.1 -53.4 -52.1 -51.2 -50.5 -49.9 39.4 -49.0 -48.6 38.3 45.7 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 44 -54.5 -53.2 -52.2 -51.5 -50.9 -50.4 -50.0 -49.6 39.2 46.6 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 48 55.5 -54.2 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 -60.3 56A -55.1 -54.1 -53.3 -52.7 -52.2 -51.8 -51.4 -51.0 48.1 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 56 -57.3 -55.9 -54.9 -54.2 -53.6 -53.0 -52.6 -52.2 -51.8 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 -62.1 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 52.9 -52.6 •• • :ULTWTE WIND SPEED (MK)hl = • • •EXPOSURE CATEGORY = C Mean Roof Trlbutary'Area (dt ft) • • • • Hel ht 10 d5 20 25 30M-448.2 0 45 50 40.1 39.0 38.2 37.7 37.t4 "1 43� -53.6 -51.5 -50.0 48.9 A4 5. 2 39.5 38.8 38.2 37.7 9@6 416.4 54.4 -52.2 -50.7 49.5 41.1 40.0 39.3 38.7 38.24 37.1 36.8 M -55.1 -52.9 -51.4 -50.2 39.2.6 37.0 36.5 41.6 40.5 39.7 39.1 38.6.9 37.5 37.3 55.7 -53.5 -52.0 -50.8 -49.8.2 37.6 37.0 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 38.8 -48.1 -47.6 42.6 41.41 40.6 40.0 39.5 39.1 38.7 38.4 38.1 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 39.3 -48.7 38.1 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 -58.1 -55.8 -54.2 -53.0 -51.9 -51.1 -50.3 39.6 39.0 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 -59.2 -56.9 -55.2 -53.9 -52.9 -52.0 -51.2 -50.6 -50.0 26 45.0 43.8 42.9 42.3 41.8 i 41.3 40.9 40.6 40.3 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -63.7 -61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.8 482 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 36 -64.5 -61.9 -60.1 58.7 -57.6 -56.6 -55.8 -55.1 -54.4 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 -65.2 -62.7 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -67.3 -64.6 -62.7 -61.3 -60.1 -59.1 -58.2 -57.4 -56.8 48 51.2 49.8 48.9i 48.1 47.5 47.0 46.6 46.2 45.8 -68.5 -65.8 -63.9 -62.4 -61.2 -60.2 -59.3 -58.5 -57.8 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 -69.7 -66.9 -65.0 -63.5 -62.2 -61.2 -60.3 -59.5 -58.8 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 56 -70.8 -68.0 -66.0 -64.5 -63.2 -62.2 -61.2 -60.4 -59.7 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 -71.8 69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 General Notes 1 These tables list allowable pressures (Kw), given as 0.6'W"I„ where WW, is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed (Vult) and the variables given herein. 2 These tables are not valid as a site-specific drawing 3 - These tables apply to walls and vertical surfaces only. 4 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 5 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 6 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent. 175 Takilm are valid for the following conditions only •I* Wind Speed, (V,u 3 -second gust) = 175 mph 2 W isk Category: II (General Residential and Commercial so lConstruction). 3 Exposure Category C 4 Topographic Factor (Ka): 1.0 (Flat Terrain) 5 DirectionalityFactor (Kd): 0.85 6 For situations requiring Kd=1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Enclosed Building: Gcpi = 0.18 Consult an Enainear for any other conditions Instructions 1 Tables show the "worst case" design pressures, with any unknown variable at its critical condition. 2 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 3 Calculate the average roof height. If average cannot be determined, use the peak roof height. Round up the roof height to the next highest table value. 4 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 5 Area between structural mullions shall be used as tributary area 6 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building comer shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building comer, the opening shall be considered in an Interior Zone (4). 7 Distance "a," as refered to above, shall be calculated as the smaller of 10%of the minimum building width or 40% of the height, but not less than 3 feet. 8 Read the worst case positive and negative design pressures for use as required by governing building department. Er FL -EL Digitally signed by Em T. Mellinger, P.E. FL 501 Date: 2013.05.21 15:2f -04'00' Date: May 21, 2013 Not Valid without Signature and Raised Embossed Seal MIAMFDADE MUM-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SSV' 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wx*w.miamidade.aov economy PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 Florida Building DESCRIPTION: Series "CA -740" Outswing Aluminum Casement Window — L.M.I. APP : rawing o. -CA ,title etails — LM & SM", sheets I through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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. • . 0000 0000.. INSPECTION: A copy of this entire NOA shall be provided to the user b; Ab 4ianufac�ter or its distributors and shall be available for inspection at the job site at the request of the 8 kkag Official' : . • • • : • This NOA consists of this page I and evidence page E-1, as well as approval document mentioned above. • The submitted documentation was reviewed by Manuel Perez, P.E. • • • • ; , • 0000 0 0000. __- APPRQYED 0000 .. 0000.. _ • _00:00..* • NOA 11Ii,1I'• 18.0 •••• (::Ap1p*rMa1 xptlop•Qate: April II, 201l..... Date: ApCi'i It, 2013• • •••• Pagel PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details -- LM & SM", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miller, 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTI, -7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.114624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No.114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.4 • • • • • • • • • • • • 3. Proposal No. 12--1499 issued by Product Control, dated MLX A 20129 signed by .' Manuel Perez, P.E. • ...... .. . ...... G. OTHER • • • •• 1. None. r' N�-Wl- 0 . 0 ' Manuel . ...... Preduct Control Exm r ,OA No. 12. .0a... % ExpiaationDate: 1p'rftll, 2018 ApOm,ll Date: Aprilat, 2012C'' °' E -I ' GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND -ERNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE 3) FOR MASONRY APPLICATIONS IN MIAMI -DADS COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS, MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM CM CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD SUCKS DENOTED AS 2X ARE 1-112• THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3. SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. B) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD SUCKS. BY OTHERS, MUST BE SUFFICIENTLYANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURALI CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13M 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33.1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE- 9) ESISTANCE9) REFERENCES: TEST REPORTS FTL-7086, 3578.3680.3724; ELOO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSVAF&PANDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: •• ••• • • • • • •• • • OMBSiypo • • • • Sheath 1� I _ 1 -• n} 6 ma 3116 HS -.090' SOP - 3116 HS)a. 3H8-ANNEALSDOR IG 1!8' An - 7M8Alr -1/8°An -.O0` PVB -1/8°An) 6 C71i6- l. IG (118' T - 7/16' Air -1/8" An -.090° PVB -1/8°An) 8 TI.10 %*An -114"AM- 3R8► An -.090' ROP - 3016° An 9 O (3/ An -114" A -311 HS -. S - 1 HS) 7 i.dG t8°T-1/4"!dr-3118'rin-.G90"5<cD-3N8°•�rL) 9 9 71WLaml. (31T-1/4-3/18°�FIS-.090"3G*-319841S) 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SW LAMINATED GIASSSTACK DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE & SMALL V8'ANNEALED SEE SHEETS 6.9 MISSILE IMPACT RESISTANCE GLASS 37' WIDTH 26.478° MAX O.C. IF WIDTH IS UN33.478° (HEAD & SILL4° MAX DER 3 36 B. SEE SHEET 2 A 89" VISIBLE LIGHT HEIGHT (DLO) Ll i-- 711 S C L CLASS SIA MISTACK 1� I _ GLASS TYPE 1 GLASS TYPES 2 & 3 WDUPONr 3H8-ANNEALSDOR .WDUPONTSOP � BUMCRE PVB H9ATSTRENGTHENED 3hWANNEALEDOR T/18'LAb4NATED CRA893TACK I HEATSTRERWHENEC WANGLASS ^-._. HEALED EXTEWOR @36> -\GLASS .� GLASS 11116" GLASS BITE 1111W GLASS BITE 8° MAX. 7nVA O.C. Ilr ANWJ TEMPEREI USEANCHOR PAIR AT EACH PUMN JAMB IF V--' HEIGHT IS /' 26'OROVER 3 76° HEIGHT B 14.112" MAX O.C. IF WIDTH IS 4" MAX- 33.47(' & OVER (HEAD & SILL) 30' VISIBLE DLO) TYP. ELEVATION CASEMENT WINDOW GENERAL NOTES.»..........._..........» 1 ELEVATION. -.........»....» ...................1 GLAZINO DETAILS....._ ...............»... 1 INSTALLATION..._--..»».»»»_.__ 2 ASSEMBLY TUBE DETAILS-- 3 ANCHOR SPECIFICATIONS__...... 4 ANCHOR QUANTITIES.„„.„..„....».» 4 DESIGN PRESSURES..»..»....._. 8-9 ASSEMBLY DETAIL9180M.___.— 10 LYNN Nc.56705 13 Q STA E O !(j A. LMILLER. P.E. GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 w NOM. CLAW STACK 711V LAMINATED SLABM STACK 3n8'ANNEAI.FAOR i/0'A8T8PACE TSitB3\'OTHENED GLASS 3%B•TEAfl'ERED OUPONTSSP 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 GLASS 11N6• GLASS BITE GLASS TYPES 8 & 9 4pproved as compWpg WM LIe Ft. d!a eldin C Dale WAN af de I GLAZING DETAILS I J ROSOWSKI I 'EMENT WINDOW DETAILS - LM & SM 08/08/12 /MfodeL• Scats Sheet Oromtng Nc. Rev: CA -740 NTS 1 OF 10 MD-CA740-LM Ll GLASS TYPE 1 GLASS TYPES 2 & 3 17-1/2" MX OC. A. SEE. SHEET2 i 7fB'NDML Tt8-NOMI GABS STACK T-,---� 811M'LAA9NAT® SBS STACI( OLASSSTA. T/18'LAb4NATED CRA893TACK �118'ANNEALED SLABS !^ .� 3H8°ANtiEALED01 8° MAX. 7nVA O.C. Ilr ANWJ TEMPEREI USEANCHOR PAIR AT EACH PUMN JAMB IF V--' HEIGHT IS /' 26'OROVER 3 76° HEIGHT B 14.112" MAX O.C. IF WIDTH IS 4" MAX- 33.47(' & OVER (HEAD & SILL) 30' VISIBLE DLO) TYP. ELEVATION CASEMENT WINDOW GENERAL NOTES.»..........._..........» 1 ELEVATION. -.........»....» ...................1 GLAZINO DETAILS....._ ...............»... 1 INSTALLATION..._--..»».»»»_.__ 2 ASSEMBLY TUBE DETAILS-- 3 ANCHOR SPECIFICATIONS__...... 4 ANCHOR QUANTITIES.„„.„..„....».» 4 DESIGN PRESSURES..»..»....._. 8-9 ASSEMBLY DETAIL9180M.___.— 10 LYNN Nc.56705 13 Q STA E O !(j A. LMILLER. P.E. GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 w NOM. CLAW STACK 711V LAMINATED SLABM STACK 3n8'ANNEAI.FAOR i/0'A8T8PACE TSitB3\'OTHENED GLASS 3%B•TEAfl'ERED OUPONTSSP 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 GLASS 11N6• GLASS BITE GLASS TYPES 8 & 9 4pproved as compWpg WM LIe Ft. d!a eldin C Dale WAN af de I GLAZING DETAILS I J ROSOWSKI I 'EMENT WINDOW DETAILS - LM & SM 08/08/12 /MfodeL• Scats Sheet Oromtng Nc. Rev: CA -740 NTS 1 OF 10 MD-CA740-LM INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 ATTACHED TO FRAMEJAMB Q EXTERIOR ATTACHED TO r VENJAMB L e WINDOW HEIGHT VISIBLE 14 LIGHT HEIGHT (DLO) ATTACHEOTO FRAMEJAMB 4a ATTACHED TO r VENT JAMB L 38 39 20 82 21 • i •• ••• •• 1 • EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT. AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, 1 SHEET 4. JAMB HARD- WARE BUCK HEIGHT TO FRAME JAMB CONCRETFICMU PERANCHOR REQUIREMENT 1 •4 INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1!4' MAX SHIM ATTACHED TO VENT SRI. SUCK WIDTH EDGE ii DISTANCE •J---W7OFOR 82 ATTACHED TO VENT SILI EMBEDMENi—VISIBLELIGHTWIDTH(G BER REQUIREMENB, e .Qi4PPT d. OPTIONAL ADDON FLANGE (a3 HEAD, SILL 8 JAMBE SEE DETAIL Al. BELOW NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD SUCKS LESS THAN 1-V2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. V WOOD BUCKS ARE WINDOW WIDTH HORIZONTAL SECTION A -A INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL &12 STEEL SELF -DRILLING $MS, SEE TABLE 3, SHEET 4. DE APPROVED LION, ALUMINUM, .EL FRAMING OR STEEL STUD. IIOR V EGRESS FORMULAS. WIDTH, WASH HINGE: WINDOW WIDTH-13-tt2 SW9 of R• Frame Aesambty Tube (FAT) u~a. NOTES: ha B,CBD V- - 229' &12 STEEL SELF -DRILLING $MS, SEE TABLE 3, SHEET 4. DE APPROVED LION, ALUMINUM, .EL FRAMING OR STEEL STUD. IIOR V EGRESS FORMULAS. WIDTH, WASH HINGE: WINDOW WIDTH-13-tt2 OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS —al �-•n-- 1(' MAX. DEPICTED AS 2X ARE 1-'U2' THICK OR SEE DETAIL A2, BELOW GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. I WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MNOMUM SHIM THICKNESS TO BE 11C. 16 16 DETAIL Al 18 84 IX WOOD BUCI SEE NOTE 2, • THIS SHEET. 114" MAX SHIM EMBEDMENT INSTALLATIJ'N_O�TION 330 • • VL'RTICAVSECTION B -B INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP IWO MASONRY. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �oo LYNN SW9 of R• Frame Aesambty Tube (FAT) u~a. NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-112 B,CBD V- - 229' 1) WHEN INSTALLING COMBINATION UNITS, ADDMONAL INSTALLATION HEIGHT: WINDOW HEIGHT -S VISIBLE LIGHT FORMULAS: 10"MAX N. VENICE, FL 34275 r�rO��A�''/�IIAII ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT -7 CERT. OF AUTH. #29299 P.E988706 1 – Widow FROM EACH SIDE OF THE FRAME LL Hal& A B, C 8 D ASSEMBLY TUBE CENTERLINE. 17'-228' 0 0 a 2V-260 SEE TABLE BELOW: 1 OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS —al �-•n-- 1(' MAX. DEPICTED AS 2X ARE 1-'U2' THICK OR SEE DETAIL A2, BELOW GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. I WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MNOMUM SHIM THICKNESS TO BE 11C. 16 16 DETAIL Al 18 84 IX WOOD BUCI SEE NOTE 2, • THIS SHEET. 114" MAX SHIM EMBEDMENT INSTALLATIJ'N_O�TION 330 • • VL'RTICAVSECTION B -B INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP IWO MASONRY. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �oo LYNN SW9 of R• Frame Aesambty Tube (FAT) u~a. vvbwow Wdih ' No. 58705 S B,CBD V- - 229' 1070 TECHNOLOGY DRIVE �T N SAE F i '•.;°CORIOP,.•' \�� N. VENICE, FL 34275 r�rO��A�''/�IIAII P.O. BOX 1529 NOKOMIS, FL 34274 1I1-.,�� LYWV Id. , P.E AL CERT. OF AUTH. #29299 P.E988706 1 Adacnel An hma Required on each SW9 of R• Frame Aesambty Tube (FAT) u~a. vvbwow Wdih Anchor A B,CBD V- - 229' 0 0 23'-2LV9 0 1 > 29Y 1 1 r Widow Armhor LL Hal& A B, C 8 D 17'-228' 0 0 2V-260 0 1 R -Won: CROSS SECTIONS & INSTALLATION J ROSOWSKI TRfe: 0ete: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 7401NTS2 OF 10MD-CA740-LM CASEMENT (X) WINDOWHD HEIlGHT L WIDTH 74 SERIES CASEMENT EXTERIOR WINDOW f1_ FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUT FROM TABLE 3, SHEET 4. 3) FROM SHEETS 6-8, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCT'S DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSFJ FOR SINGLE WINDOWS, ALL ANCHOR GROUPS 4) DIMENSIONS SHOWN ARE 74 SERIES ,.%'� TIP -TO -TIP. FOR SIM NOT SHOWN, ROUND UP TO THE NEXT AWNING AVAILABLE WIDTH OR HIN&W DIMENSION SHAWN ON THE • • • • TABLES. • • • --�_�•-"}�• 6) USING THE Tj(�I.E LAttry►4V • • • 'WINDOW ANCHORS REQUIRED• 74 SERIES (TABLE 2, SHEET 4k DETERMINE �� ASSEMBLY TUBE THE NUMBER OF ANCHORS ASSEMBLY NEEDED 11THEH_F�Di$ILI.AND • JAMBS OF OUR • 8) INSTALL &R T4 • • • INSTRUCTtONrSrT2. • HORIZONTAL \ a CASEMENTJCASEMENT(M --.•� FIGURE 1: , I _ 10", SEE NOTE T, THIS SHEET ,—+• 740' I !4 SERIES FRAME SERIES CASEMENT ASSEMBLYCASEMENT WINDOW TUBE WNDOW 10', SEE NOTE 7, THIS SHEET MIN. 012 X 1' SMS THROUGH INSTALLATION HOLES AWNING J CASEMENT / FIXED CASEMENT (_XXO FIGURE 2: 74 SERIES ,.%'� MIN. #12X Ll 1r-22.9` 0 0 AWNING �� 4 WNDOW Wellow Anchorlvpq nett A B, C & D INSTALLATION tr-229` 0 0 ►D FRAME „_.•+- HOLES 74 SERIES FRAME �� ASSEMBLY TUBE CASEMENT EXTERIOR ASSEMBLY �W WINDOW D V EXTERIOR HORIZONTAL \ a 740 SERIES —r / WNDOW / --E FRAME 'ASSEMBLY �E TUBE / \ 74 SERIES FIXED WNDOVW""� / ' •SEE PRODUCT'S NOA FOR INSTALLATION SPECS 74 SERIES AWNING WINDOW FRAME -ASSEMBLY TUBE 74 SERIES IF,: CASEMENT WIp100W EXTERIOR a 74 SERIES CASEMENT FRAME ASSEMBLY TUBE MIN. #12X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW FOREACFjLWUTOWINA VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D•D VERTICAL SECTION E -E 1j)E'&R4N4ACyTT''INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SNE04S 5-9. FIND THE SHEET FOR YOUR GLASS TYPE. • • • •• 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSP) FOR WINDOWS ATTACHED TO AVERTICAL FRAMMEASSEMBLY TUBE' OR— PRESSURE R9ESIGNPRESSURE (P89 FOR WINDOWSATTACHED TO A HORIZONTAL FRAMEASSEMBLY TUBE! DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP TO -TIP. FQIi4M NOT SOWN. BOUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) (!GING THE VM*t LAIBELIIO 'WMNDOWANCHORS REQUHM- (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOOR WNOOW. e • • • S) INSTALL ASTHE H&TRUCTIONS ON SHEETS 23. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1• ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET} ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1) DIMENSIONS SHOWN ARE TIP TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740.8ERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NIDA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X T SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 6) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED Or IN LENGTH (AS USED IN A 83" FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 8) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: AddWanal Aeehote RegWmd on each SWo otow Frmre Aaeembl7 Tube (FA u MIN. #12X Ll 1r-22.9` 0 0 1• SMS 29.0' 0 1 THROUGH F oa. Wellow Anchorlvpq nett A B, C & D INSTALLATION tr-229` 0 0 HOLES 74 SERIES FRAME 740 SEWE6 CASEMENT EXTERIOR ASSEMBLY �W WINDOW TUBE V EXTERIOR HORIZONTAL SECTION C -C a 74 SERIES AWNING WINDOW FRAME -ASSEMBLY TUBE 74 SERIES IF,: CASEMENT WIp100W EXTERIOR a 74 SERIES CASEMENT FRAME ASSEMBLY TUBE MIN. #12X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW FOREACFjLWUTOWINA VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D•D VERTICAL SECTION E -E 1j)E'&R4N4ACyTT''INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SNE04S 5-9. FIND THE SHEET FOR YOUR GLASS TYPE. • • • •• 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSP) FOR WINDOWS ATTACHED TO AVERTICAL FRAMMEASSEMBLY TUBE' OR— PRESSURE R9ESIGNPRESSURE (P89 FOR WINDOWSATTACHED TO A HORIZONTAL FRAMEASSEMBLY TUBE! DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP TO -TIP. FQIi4M NOT SOWN. BOUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) (!GING THE VM*t LAIBELIIO 'WMNDOWANCHORS REQUHM- (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOOR WNOOW. e • • • S) INSTALL ASTHE H&TRUCTIONS ON SHEETS 23. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1• ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET} ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1) DIMENSIONS SHOWN ARE TIP TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740.8ERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NIDA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X T SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 6) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED Or IN LENGTH (AS USED IN A 83" FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 8) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: AddWanal Aeehote RegWmd on each SWo otow Frmre Aaeembl7 Tube (FA u Whwow Armhor Type Width --A--70, —0& D 1r-22.9` 0 0 29.0' 0 1 F oa. Wellow Anchorlvpq nett A B, C & D tr-229` 0 0 23' •23.0' 0 1 20.4 1 1 App roved asraus ORu1fht99 Il«Haa Meq « r out r D I m D de ProOoN +pl g9 zQ O N Q � LE O OLu ct) in o iz m yz S2 c 3 co iw CO '&6 �N OWN N N LJ cj0F6 0 �iaY ni z g o � LYNN A9/(�� Qe� . ' 4lCENSF .'P ?¢' No.56705 *' -� s sE OF� lv�; ,','' �SL'`tTP7 MQ4LERArF� 11)AN04OR MUST EXTEND A MIMMA OF 31HREADS BEYOND APRT METAL SUBSTRATE. 2) ANCHORS MAY BE iE.OiEAD. PANHEAD OR FLATHEAD. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Jamb Snubber Locadons LYNN 49/t!'7��i Glass Type: Mtn. Min. Mi,. Anchor Window Anchors Required Anchor Substate Edge O.C. Embedment Plate or and None each end & 30 Distance DistanceRegdmd9 lees Required mar O.C. 114" steel U11mcon Hollow Block 1` Widow Width (1n) 1-114• No each end & 30 each and & 30 S. Pine 5v 1" 1-x No A under 23 I 2rr15110' 318' 274M 30 No 33.11296' or614, 410 SS SMS A35 Steel 3B• 5/8' 37• No AnehorGroup A 8 C&D AnchorGmup A 1 8 C&D AwhorOrot• A B C&D AnchorChoW A 8 C&O AnchorGrouy A B C&D Anel;—" A 8 CED A 8 C&D 1" 1318• Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 under �, Heatll8itl 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 1314" No Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 um. 2545118" Head/8m 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 Yes Jamb 4 4 4 4 4 4 4 d 4 4 4 4 4 4 4 4 4 4 4 4 4 8• Head/8tll 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 4 4 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 6 8 4 1314' Yes FNad/Sip 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 9 3 4 3 3.6k 1-1/4' Jamb 4 8 1 4 1 4 8 4 4 8 4 4 6 4 6 6 4 6 8 4 1 6 6 4 No X38. Head/8111 2 2 2 2 2 1 2 2 2 2 2 3 2 3 3 2 3 3 3 4 3 Jamb 6 6 4 8 6 4 0 8 4 6 e 4 8 8 4 6 8 4 6 8 4 �, HeadlStll 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb Head/SN 8 2 6 2 8 2 6 8 2 2 8 2 6 8 8 2 2 2 8 8 2 3 8 2 6 8 3 3 6 2 8 8 3 3 8 3 3 a 4 6 3 Jamb 8 8 6 6 8 6 8 8 8 8 1a 0 8 10 8 8 10 8 0 16 8 M• Haed/80 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 Jamb 1 6 e e e a a s 10 a 6 10 e a 10 6 6 10 6 a 10 8 76' Head/881 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 �, Jamb HooMill 8 2 8 2 6 1 2 1 8 10 2 2 6 2 8 10 8 2 2 2 8 10-1 2 3 8 I 2 8 10 2 3 6 2 11)AN04OR MUST EXTEND A MIMMA OF 31HREADS BEYOND APRT METAL SUBSTRATE. 2) ANCHORS MAY BE iE.OiEAD. PANHEAD OR FLATHEAD. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Jamb Snubber Locadons LYNN 49/t!'7��i Glass Type: Mtn. Min. Mi,. Anchor Group Anchor Substate Edge O.C. Embedment Plate or and None each end & 30 Distance DistanceRegdmd9 lees Required mar O.C. 114" steel U11mcon Hollow Block 1` 0 1-114• No each end & 30 each and & 30 S. Pine 5v 1" 1-x No A 014, steel SMS (05) 6003-75 Alton. 318' 518" 0= No or614, 410 SS SMS A35 Steel 3B• 5/8' 0.050 No A653 Stud, Or. 33 38" 5/8' .037, 20 Ge. No S. Pare &r 1" 1318• No 012, steel SMS (05) B TSAIum. 31W S/0 .050' No B or #12.410 SS SMS A30 Steel 318' 518° .0507 No 1Stud, Or. 33 5J8' .035', 20 Ga. No 2 N Concrete 2-1/r 4" 1-38• t/4' steal Ullreaon 2.BSk Concrete 1• C 1314" No Hollow Block 2-1/2' S 1-V4' No C S. Phe 518' 1" 1318" Yes 012, steel SMS (G5M(Oncree um. 38` 518' 1118' Yes or 012, 410 SS SMSel 38" 518' .060 es Or. 33 318" .04,T 18 Ge. Yes 5W 1' 1318• Yes 014, steel SMS (G6um. SIS' Vii Yes or014,•j1d1a%SF�/8° .050 Yes •0 33.045', 18 Ga Yes • r s • .0& • 46 1314" Yes crlle • 2N/2+ 4' • 131 Yes D U4" stWWI.W H lock 1-114" Yes Filled Block 2-1Ir r 1314' Yes 114.41085 3.35kConcrate 1` 0 1-314' No CretaFlex Hollow Block 2-ifr 5` 1-114 No 3.6k 1-1/4' 1314" No 511"•sjyel Ulticon Hos Block 3• 1-11 No • • • • F08d Block • iBt/2" • 6" • • 13/4° No 11)AN04OR MUST EXTEND A MIMMA OF 31HREADS BEYOND APRT METAL SUBSTRATE. 2) ANCHORS MAY BE iE.OiEAD. PANHEAD OR FLATHEAD. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Jamb Snubber Locadons LYNN 49/t!'7��i Glass Type: PVB SGP * ' N. 58705 (Types 1, 4 & 6) (Types 2, 3 & 6.9) • ••<fJ %� .: SATE OF LORID •: 12" mar. tram or and None each end & 30 p lees Required mar O.C. 12' max. bah 17 max. tram ouster each end & 30 each and & 30 mar O.C. I max O.C. 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP TO -TB'. 2) FOR SSS NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW. 7118' ANNEALED SOP LAML GLASS, 1/4" MASONRY ANCHORS INTO CONCRETE, +701- 80 PSF OP REQUIRED, NO ANCHOR PLATE CASEMENT ANCHORS: A) FROM TASTE 8, ANCHORS C & D ALLOW A DP OF +701.90. 8) FOR THE JAMB, FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE- C) LATEC) FROM TABLE 2.8 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY. 2 ANCHORS ARE REQUIRED N THE HEAD & SILL SAMPLE CONFIGURATIONS: X X X O X X x o 0 X O X O X X X •( NOS E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET I. �•� 410►{ F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4 SIDE OF THE AWNING (HEAD & Sit I FD(ED CASEMEhfr%jg ORS (8EE SEPERATE NDAI: A) FROM TABLE 0, ANCHORS C & D ALLOW A DP OF +701.83.1. 10.0 B) FOR THE JAM, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE C) FROM TABLE 28, 6 ANCHORS ARE REQUIRED IN EACH JAMB. a1• D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. l F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE e SIDE OF THE FDIFD CASEMENT (HEAD & SILL} -H0�- 40 go Approved as complylag with IIA p��ddM G dp . (�l Dalt e t rJ ml Prwtoet ffi7 i N O 0 I� I-- Ci f� W 1328' LYNN 49/t!'7��i .......... \\`��ONy F•P �i * ' N. 58705 • ••<fJ %� .: SATE OF LORID •: S/nNA4 , . FOR GLASS TYPES: TABLE 8: 1) 6/16" LAMI (118 AN -Off PVB -1/8 AN) 4pproved•eseompgiagWilk the 4) 7/8e LAMI. IG: (1/8° AN - 7/16° AIR -1/8e AN - .090° PVB -1/8e AN) prodaa eldh! Dew r � h1A� dePrmiu BY WINDOW HEIGHT a -� WINDOW WIDTH 8EWHOMANCHOR�R LOCATIONS AND QUANTITIES. • a Z � �g 04 TABLE 8• r O �� Q o o � 6 r C 1f) d 0 Q �Z z a w Z 1- �� w a¢ _ aW mQ kO FRAME � � � U 10` MAX. -� TUBE TABLE 7' N a WINDOW A N N c� HEIGHT jZ�� N A `�' WINDOW FRAME p4'xU' HEI{GHT ASSEMBLY { II z r,i O. • 6 LL Q WIDTH W W T� ANCHOR ADDITION&P U m 0 0 (i R o 0 10• MAX. (4), IF RED. o �' o r. Z Z ADDITIONAL SEE SHEETS 18 4 FOR WINDOW ANCHOR ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET (4),IFREM 3 FOR ANY ADDITIONAL ANCHORS � � REQUIRED FOR THE FRAME ASSEMBLY �� ON ......... ii 11 TUBE. `��'l�.• aCENS '•.�•Q WINDOW I'"� YYroTFi •'•.' SEE SHEETS 11 & 4 FOR WINDOW ANCHOR ` * No. 58705 LOCATIONS AND QUANTITIES. SEE SHEET - 3FOR ANY ADDITIONAL ANCHORS - ..0 ': 6- 3 !&� / J w` REQUIRED FOR THE FRAME ASSEMBLY '.• STATE OF AlTUBE �id'��'•. FCOR10p:••'•G.�=� • i i • • • • i • • • i i i sS/0NA1- 0\ \� NOES. • • ••• • •• • - 1) SEE SHEET 4 FOR ADDPRONALSAMPLE CONFIGURATIONS. A LYM MILLER P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.86e706 Design Pressure W fl br Shrgia Windows, A9 Anohar Groups Whdmv Wtdlh under 2r 2616!18' 273x4' 30` 33.1/Y 36• 3A under 2r +7a-90 +TO/SO +7o%8p +7x•90 +701-� +7x-90 -90 26ta18° a7xso :Torso +7x•90 +7x-90 +7xso +7a-90 +Ta.90 3b-3t>r +Tara +Taco +Taco +Tor-,� +Tw 90 +7aso +Torso ab' +Torso +Taco +Taco +7a•� +7xso +7a-90 +7as1 +Taco .Taco +Taco +Torso +To/so +7xso +7x39.2 80° tTx90 +7x.80 +7x•80 +7a-80.8 +70!•80.8 +70/77. +7a-74.3 e3• +Tx•90 +7aso +7a-90 +Ta-ea.3 +701-76.6 +7a-T3.T 7Y +7x-80 +7a-87.2 +Ta-TT.7 +80i-71.8 +Ba -82.4 +w- 00.9 52 Design Pressure (psfl for WtMotva Alteohed to a Ho From Aeamnhly Ttrl� Design Pressure (psq for Windows Attached to a Yetitcel Fteme Asamn6lY Tube Window Width B wrier 23` 28.18!18` 273!4' W Ndmv Wldlh 33.11Y 35' 37' Anchor Group m Anchor Group under 27' AmhorGroup 25.15118° 27-314' 30° 331Y1` AN A9 All 37° A,C&D A B C&0 Anchor Group 8 C60 Anchor Group Anchor Group Anchor Group Anchor Orap +1x-90 Anchor Group Anchor Group +7x-00 A 0 C D A B C8D 0 A,C&D B A,C80 A B C&D B A,CSD B A,C&D +Ta -Ba under 23° r7x.90 .7a-90 +7a-90 +7x-90 78• +Ta90 +7x-84.8 +7a-78.7 +!•87.3 +7a-90 +/- 87.2 +!• b6.8 +7a-90 84• +7a90 +701-80.4 +7a-71.3 +8x•821 +/-842 *7a90 «7x-90 52 Design Pressure (psfl for WtMotva Alteohed to a Ho From Aeamnhly Ttrl� Design Pressure (psq for Windows Attached to a Yetitcel Fteme Asamn6lY Tube Window Width B wrier 23` 28.18!18` 273!4' W Ndmv Wldlh 33.11Y 35' 37' Anchor Group m Anchor Group under 27' AmhorGroup 25.15118° 27-314' 30° 331Y1` AN A9 All 37° A,C&D A B C&0 Anchor Group 8 C60 Anchor Group Anchor Group Anchor Group Anchor Orap +1x-90 Anchor Group Anchor Group +7x-00 A 0 C D A B C8D 0 A,C&D B A,C80 A B C&D B A,CSD B A,C&D +Ta -Ba under 23° r7x.90 .7a-90 +7a-90 +7a-90 +7x-90 +7a-90 ala -90 .7a-� +7a-80 «7a-90 .7a•90 +7a-90 +7a-90 +ia-80 +7a-90 +7a-90 «7a -9D +7(V-90 }1x•90 25.15118' «7x90 +7a-80 *7a90 «7x-90 •7a-90 •7x-90 +7x•90 +7x-� +7x-90 +7a-90 .7a-90 +Ta -90 +Ta•90 +7a-90 ,Ta -!O +Ta-� •7a-80 +Ta -80 � 363fe° «7x•80 +Txate +7a-90 +Ta90 +7x91 «Ta -90 +7a-90 +7a90 +7x•90 +7a90 .70190 +711190 +7x-90 +7a-90 .7a-90 +7x-90 +7x.90 +7x•90 +7a77.7 qg• +7x -7x1 HST3 +7a-90 +7(y-90 «1.84.8 +7x-98 *7a90 +7x-90 +7x•90 +7xATg +7x-90 •7x-90 +7x•78.8 +7a-90 +701-80 +70t -OD +701-BB.g .7x90 7Y 50518" +/99,3 *f-54.3 +7x-90 «7a-90 ./•01.4 :7x-90 «7a -9g +Ta -90 .7a-� +Ta.eaz .7m -9D +7x•90 +Taa4.8 +7a-90 +7m•892 +Ta-� .To/•84.3 +Ta9az +li8.8 60• +/.8b.8 +1.95.8 +701A4.7 +7a -g0 H51.8 «7a-81.2 +7a-90 •7a-75.8 •7a-90 «7a-70.2 7a +701-00.3 +1-829 +7a.80.8 +70f-752 +7a-71.7 +7a-71.2 +701.74.3 63° +1.55.7 +/-4x8 +7(V .7 «7a-845 +/Aa3 *7a-77.3 +7a.90 +7a-723 +7a-� «l-85.9 *L -- +7x•84.3 •7a-76.8 */-6&9 +7x•78.5 •7x•71.8 +ia-73.7 +1.87.8 +781-70.1 WINDOW Design Pressure (psfl for WtMotva Alteohed to a Ho From Aeamnhly Ttrl� Window Width B wrier 23` 28.18!18` 273!4' 30` 33.11Y 35' 37' Anchor Group Anchor Groep Anchor Group Arrohor Group AmhorGroup Anohorciroup Anchor Group A0 AN A9 All B A,C&D A B C&0 A 8 C60 order 23• +1a-80 +70190 +1x-90 +7a-90 +7a-82.1 +7x-00 +7x-90 +7a -78.b +7x-80 +7a90 +7x•74.3 +7x90 zbtb/1b° yah{ -9o• �Tor�9 *Jago •+Jgr90 •�Ja•90 +Taco aTa-e9.s +Ta -90 +Ta-� +Ta -Ba +Taco +Taco 38-3f8�• •+7x30 •70F!!0 +>�-9� •+701f90 • +7a-80 +70f-90 +701-90 +7a-90 +7a.� +7a-90 +7a-90 +7a•80 48° }1x•90 �7x�0 + + 80 +70/•80 +7x90 +7x•90 17x90 +7x•� +7x-90 +7x•80 +7x-80 =33 so3lb` .Jcs-90 •Ta4ro +tela• •+Taa90 naso +Taco +Taco +Ta•90 +Taco +7x392 +Ta•s92 +Taa9.2 ,g Bx -9D 90 +7 x70 +7x30.8 +7a-80.8 +Ta -77.7 +7a-77.7 +7a77.7 +7x74.3 +7x•74.3 +7a-74.3 3g 8:P +701-90 +7x90 +7x-90 +70!34.3 +7x•78.8 +1x•78.8 +701-73.7 +701-73.7 +701-73.7Or.., +7x•70.1 +7x 70.1 +7x-70.1 7Y s7x30 +7x•87.2 +7x77.7 +70171.8 +Ba624 a8x$2.4 +Ba -80.9 +Ba•80.8 +Sx�.9 +/-89.3 +/-89.3 +l-89.3 76y +7914►)• +7x•80.8 +7�4WQ +/37i +li8.8 +/.88.9 +/-b7.2 +l•S72 +/-872 a/-58.8 +138.8 +198.8 +7x +7x-�.4 +7x- 1.3 +89 1 +194.2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 8: Approve4 as rnmp{ying with the 2) 7/16° LAMI (3/16 AN -.090' SGP - 3/16 AN) I r a aldla{i cad ID 13 Imm 51 I de PmductC WINDOW �' HEIGHT J_ VVIINIOTH a SEE SHEETS 1 & 4 FOR a W WDOW ANCHOR LOCATIONS AND QUANTITIES. LU a � 1 d ca 21 Z g� r TABLE & sem-• O t7. a Q O X00 Lu cQ o (L o aI- zZ °• w O �Z 5, �U_' W W aW E< \U FRAME -� U 10' MNL -� NA88F_I�LY TABLE 10: -r■- yrW�r p•� T ® ON n Nm WINDOW n Wg.IpOW FRAME HEIGHT HEIGHT ASSEMBLY p r` x ii TUBE i 0 �-yf' WMD H ADDITIONAL ANCHOR 1a tdAX WIDTH {4). IF REQ. o Z z w ADDITIONAL SEE SHEETS 1 & 4 FOR WINDOW ANCHOR O ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 11 i I 11 (4), IF REQ. 3 FOR ANY ADDITIONAL ANCHORS �� .( LYNN WFNFmW REQUIRED FOR THE FRAME ASSEMBLY ��• ,SON...... • ... TUBE '� '.\CENSE •' WIDTH.• SEE SHEETS 1 & 4 FOR WINDOW ANCHOR Z No. 58705 ' LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY ''Q •• `' •.,, ,�• 13 (� TUBE %��''. STATE•• �tt!`� NOTES: i i • see i • • • • • • • s �ONAi-1�� ``• i) SM SHEET 4 FOR ADDITIONAL SAMKE CONFIGURATIONS. A. LYNN WLWP.E 2) SEE SHEET 4 FOR SNUBBERREQUREMENTS. P.EA5B7ou a Design Pressure 10x1) 4r Stogie Windmva, All Anchor Groups WBxlow WidthAM under 23• 28•Hd18' 27314• 30' 331/2' 35• 37' under 23' +801-130 +8a-130 .9x•130 +8a-130 +9a-138 +ga-130 +9a-130 2516118' +901--130 +901.130 +9x-130 +806130 +8x-130 +x.130 *901-13D 38318' +90/-130 +90%130 +801-1� +901.1 +ga-130 +8a•130 +80/•130 qg• +ga-130 +80%130 +ga-130 a8a-130 +8a-130 +8x•730 +90%1 x SIL6/6' +9x-130 +ga-130 +9x•130 +80/•130 +gOf.130 +9gL130 +801.130 � +801-130 +801-130 +8a-130 +801.130 +801-130 a8a-130 +90/-130 83' +80/•130 +8x-130 .8x•130 *8a-130 +90/•130 +8a-130 +8a-129.8 72" +9x-130 +806130 +80/_130 ttdx-130 +ga-12Q7 +9a-122.6 +9a-113.8 78' +gw-130 +8a-1� +8x•130 +8w-130 +901-124.1 +901-118.7 +8x_107.8 84' +90/-130 +9061 +9x•130 +9a -i30 +801-11&4 Design Presage (PgCI Ia Winds= Attached to a Vmticel Frame Assembly Tube m Window Wldm undo 23• 2515/18° 27314° 30" 33112" 35' 37• Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor GrLLI oup A B C D A B C80 8 A,C&D A 8 C80 A B C8D B A,C&D A B C&D ander 23° .7a� +7a•90 +7a-� .Ta -90 +Tm.90 +Ta -90 aTa•90 +7x•90 .Ta -90 +7x-90 +Ta -90 .7x.90 .Ta -90 +Ta -90 +Tm•90 K+7.2 «7a-90 .Ta -90 +7x.90 .To1.90 p� 251x18° r701-� +7x-90 .7x9D .7x-90 +701-90 +Ta.gB .711!90 a7x-90 .7x90 .7x90 +7a•90 .7a-90 .7x-90 +Ta -90 +7x•90 +7a-90 +7a-90 +7a-90 +70/-90 38.3!8° +7a-90 +7x•71.8 ,7a -9g .7a-90 .7x.81 ria -90 .1x.90 +7x.90 .7x90 r7a-90 .7a-90 +7a•$0 +7a-� +7x-90 *7x90 .7a-90 .7a-90 «7a90 r7a-8D 48" .701.731 x/57.3 +7a-90 .70!•90 ./-&1.8 +701 -OD .7x-90 .7x-90 +7x90 +7x-90 +7x-87.8 +7a-90 +Ta -9B +101.90 r7a-90 +7x•90 .701-90 .7x98.9 +701-90 50.518' +/.89-3 ,/54.3 +7x90 .7x-90 x/51.4 +7w90 r7x•90 +7x90 +7x.90 .7x-eo «7x93.2 .1x-90 +7x90 +7x•90 ala -90 +7x-90 +701.90 .7a-84.3 +7a•90 89• +158.6 H•45.8 .701-84.7 .7x-90 x/51.8 .7a-81.2 .781-� +Ta•1s.9 +7a-90 .TOI-89.8 +7x•70.2 +7x-90 +7x50.3 +7x-78.8 r7a•90 .7w-90 •Tx -90 +Ta-7Lz r7a-� 83° +155.7 */-43.8 +7x90.7 +7a-89.5 +1.49.3 +7x•77.3 .7a-80 r7a•723 r7a•� .7a -&i.3 +7x_78.5 +7a-74.9 +7a-90 +7a-90 r7a•885 +1.87.8 +7x•90 Design Pressure IPs9 fa W fndowa Attached to a Hodcontel Frame Assembly Tutee B- - Window Width under 23' 2516118° 27.314° 30• 33.112° 35• 37' Anchor Anchor Anchor Anchor Anchor Anchor Anchor Group Anchor Group GrOF oup Occup Orme Group Group Group A9 All A8 AO 8 A,CBD A B CSD A B C&D ands Zr ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ala -9D aTw.90 +7a -9D r7a->� s7a921 +7a-1� +Ta -9D +7a -7B.5 +7a-90 +701-90 +7a-74.3 +7x90 2515118' y�.90• d7x�0 +T0�90 •r7Q1.9D t7w.g0 .7x•90 +7w.88.8 .7x-90 +7x-90 +7x•84 +7x-90 +7a•90 383/8' • •7a-90 47a�0 .101-9! •+701504 x70190 +1a90 +7a-90 +70/-90 a7a•90 a7a•90 +7a-90 +ia-90 48" x•90 4j7w + x• •iJ 90 +701430 .7a•90 s7a-90 +701.00 +7x•90 +701.90 +7a-90 r7a-!m �]. 50518' .74-90 47x40 «ID/•E! •+7Ee-90 47x•90 +7x-90 ala -90 .7x-90 +1x90 +701-fl0 +7a•90 «7a430 � 80" x90 +7a-90 +70-9D .7 •90 r7a-90 ila-� +1a-90 +7w-90 +7a-� +7w-90 .7w-90 ala -80 •r. 83• +7a-� ala -90 +70/-90 ala -90 a71y.9U +7a-90 .+7a-90 +701-90 +7a•90 .7x-90 .7x-90 .7a•90 72° .7x-90 +7x.90 x70/•90 +7x•90 x701.90 +7a90 «7a-� .7x-90 +7x•90 .701.90 +FllgO r7a4A1 18'• .7i -l0• +la•90 +•0.9• +TOL4p +366so «Ta.� +Tm-� +7w-90 .70690 +7a-90 «Ta -90 +7a-90 Ba .7a +Ta -90 azo 90 w 90 +Ta.so ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: - TABLE 11: 3) 7/18" LAMI (3/16 HS -.090' SGP - 3/16 HS) approved as complying with 9w 7) 7/8" LAM 1. IG: (3/16" AN -1/4" AIR - 3/16" HS -. 090" SGP - 3/16" HS) n Qao mlap ode 9) 7/8" LAMI. IG: (3/16" T -1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) 114 ad deeraaaa hol �WINDOW HEIGHT a WINDOW WIDTH BEE SHEETS 1$ 4 FOR W LOANCHOR (J) CA ONS AND QUANTITIES. Z 1 0 TABLE 12- r 5 LL o a O o W a o Z Z X ix a' z a~ (n 111 Q 10 ncn Cl) \0 �W ua FRAME TABLE 13: 10• MAX, -� � AS8EMBLY TUBE mW ON N W WINDOW HEIGHT ZUWN I1yg4ppW ADDITIONAL Z .O O '-"'1 1AgpTM ANCHOR 0: x (4). IF REO. c a z SEE SHEETS 1$ 4 FOR WINDOW ANCHOR O LOCATIONS AND QUANTITIES. SEE SHEET 111 I I I I t J! 3FtORANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY �� ONY. • •.. •.. Al/L! ///i TUBE.�'��.•'•�1GENS1g ''•F'P Q' : • ••'•. SEE SHEETS 1 $ 4 FOR WINDOW ANCHOR _� * :• NO. 58706 3IONS AND MRTANYADDITIONAL QUANTITIES. ET _ - - REQUIRED FOR THE FRAME ASSEMBLY % "0 : - 4 /3 TUBE. %�0 STA �� • • • • • • • • • • • //�� •'• PLORIOP.•' Gi\' NOTES: i 0 • i • • 0 • • • • • • ////isStONAL 5 `�• 1) $EE $HCET 4 FORAODRIONAL SAMPLE COWMMTIONS. A. LYNN MILLER. P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREM MS. PZA6BTOB D Design Pressure(psfj for Single Wimlows, All Anchor Groups window worth under2r �1&18' 2731x• 90• 33.1!2• 3S• 3r under 23• +Ba -130 +9a-130 +OOt-1� +9a-130 +8a-130 +8p!•130 +90%t30 261IY18• +4)6/--130 +Oa -130 +Oa -130 +8a-130 +tq1-130 +ap/-130 +00%130 38.318' +8a -i30 +Oa -130 +ON -130 +9a-130 +tpf-130 +8a•190 +801-130 48' +90%130 +0pf-130 +!10/•130 +90t-130 +BpJ-130 +8p/-130 +gpf-130 fi0•W8' +601•-130 +8a-130 +9a•1� +9a -tom +60!.130 *901 -tom +90%t� 80' +601-130 +8a-130 1601-130 +60%130 +8a-130 +90t-190 i60%1� 83• +90f 130 WINDOW Design Pressure (psi) for Windows Attached to a HodzoNei Frame Assembly Tube FRAME H� BWindax Deatgn Pressure (Pa0 for Window Allacfrod to a Vertical Frame Assembly Tube TUBE 10• MA7f. Width ADDITIONAL ANCHOR �7 tB' 2T314• 30' 33.7/2' W�h 3r g2r or Anctwr Anchor GroupO1ap Anchor mWlrldow under 23° 25.15178" 7314" 30" All All 33.112° A,C$D 35• G$D 37° Anchor Group 90 *7x-90 A11diw fltaP +7m-82.1 Mdtw Group +7m•90+7a-78.5 Anchor Orap +71V-90 Arxlmr Group *7a-74.3 Anchor Orap Anchor Crap +60)-t30 +60yt� +6a-130 +6a -t30 i6a-130 +6a-130 D 72' r6a-130 r9a-730 +6pf-1� +6a-1� +Oa -130 i8pF130 +8a-130 B 78' +6a-130 +Ba -t30 +9a-136 +801.130 160/-130 +6a-130 i8a-130 x701.90 84' +8a-1� +BO/•t30 i6ph130 a8p1-130 +801-130 +7a-90 +7x-90 WINDOW Design Pressure (psi) for Windows Attached to a HodzoNei Frame Assembly Tube FRAME H� BWindax Deatgn Pressure (Pa0 for Window Allacfrod to a Vertical Frame Assembly Tube TUBE 10• MA7f. Width ADDITIONAL ANCHOR �7 tB' 2T314• 30' 33.7/2' W�h 3r g2r or Anctwr Anchor GroupO1ap Anchor mWlrldow under 23° 25.15178" 7314" 30" All All 33.112° A,C$D 35• G$D 37° Anchor Group 90 *7x-90 A11diw fltaP +7m-82.1 Mdtw Group +7m•90+7a-78.5 Anchor Orap +71V-90 Arxlmr Group *7a-74.3 Anchor Orap Anchor Crap 90• rTp'90 A B C D A B +7a-90 B A,C$D A B C$D A B C$D B A,C$D A B C$D +70%90+701-90+7a-90 under 23• +7a-90 x701.90 +7a-90 +7a-90 +70/-90 +7x-90 •7a�0 •90 +7a-90 +7a-90 +7x-90 +7a-90 +7a•90 +7x.90 +7x.90 +7aa +7x-60 +7a-90 +7a -9D +7a-90 rd 2616H8° r7x-96 +M -9D +7x-90 +7x-90 ri01-� +7a•9D a7x-90 _� +7a-90 «7a-90 rTa-90 r7a-9D «7a-90 +7x-90 +7x•90 +7a-90 +7a-90 +7a-� r7p1.9p +1a-90 +7x-90 39-318• +7a-90 ,7a-71.6 r7aS0 r7a-90 +7a-91 r7a-90 +7x90+7x90 f+701 a -9D +7a-� +7x90 «7x90 r7a.90 +7a-90 «7a.90 r7a.90 r70/-� +7a.90 r7a•� +7a-90 «7x•90 48° +7a-737 +/57.3 +7a-90 +7x.80 +/.84.8 +7a.90 a-90 r7a-90 +Ta.� +7a-87.9 +7a•� r7a-90 rTa-� •7a90 .7a-� +7x.90 +Ta -90 .TaA8.9 +7x99 +7V -9D W -SIS" N-�.3 +/.54.3 +7x90 +7a-90 +/.67.4 +Ta -90 94i • a -9D +Ta•90 +Ta -90 +Ta93.z «7a•90 r7a90 .To190 r7a90 L7 T92 +7a.90 +Ta90 +7a•94.3 r7a-90 �° +l-58.5 +1.45.8 +7x•847 +7a90 +/.51.8 +7a -B7.2 •75.9 r7a-90 r70Y-89.8 +701.70.2 +7a-90 +7(11.8(1.3 «7a-79.8 +7a-911 Na -7&2 a7a9D +7a-90 +7a-71.2 rla-� fp° +/-85.7 r!••q.8 +7a-807 +7x$9.5 +/.49.3 +7x•77.3 -723 +1x90 *7a$5.3 +/•88.9 +7x90 +7a-79.5 a7x-749 +7a90 +7a-71.9 +70!•80 +7a-8$5 8 +7a -9t1 WINDOW Design Pressure (psi) for Windows Attached to a HodzoNei Frame Assembly Tube FRAME H� BWindax TUBE 10• MA7f. Width ADDITIONAL ANCHOR �7 tB' 2T314• 30' 33.7/2' 35° 3r g2r or Anctwr Anchor GroupO1ap Anchor AnchorAutrorOmrp oup Gr AnahorGlotppDaum All All B A,C$D A8 G$D ADunder23' 90 *7x-90 *7x-90 +7m-82.1 +7a-80 +7m•90+7a-78.5 +71V-90 +7a-90 *7a-74.3 +7a-90 25.75/16' 90• rTp'90 41 r�a99 • • «Tm90 +7m90 +Ta -88.8 +7a-90 +7m -DO +7a-84 +7a-90 +7a-90 +Tam*7X60+1x•90 *7aA0 +7aA0 +7a-90 +7a -9D +70%90+701-90+7a-90 r7m-90•rl�• •7a�0 Mi090+7m90 +7x90 *7x90 +701-90 +70%90 +7x-90 *7a-90 +la -9D ++7a -9D +7x90 +7x-90 +7x-90 a7x-90 +1m -90+7x -90+7m -9D E41r +7m•6o+7m-90 +7a•� +7a•90+7m-9D +7m -90+7a-90 +7x-90 +7x90 +Ill/ -90 *7a-90 +7a-60 +7x90+7x90 r7a40+7x-90+7a-90 +7m-90+701-90 *7x90 +7x90+7a-80+7x-90+Ta90r7a90 +7x•96r7a90 +7a-80+Ta90+Ia-86+7x-90 r7a-6o+7x-99 + +Ia-so• + X90 7 X60 +7a-90 +7V -9D +Ia-90 *7a-90 �7a-90 +7a-96 +7a -6o 94i • *7190 +7x90• ++7p'AO a-ap • + 96 +ia90 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME H� -ASSEMBLY TUBE 10• MA7f. ADDITIONAL ANCHOR �7 (4), ff REO. I WINDOW WIDTH TABLE 14: FOR GLASS TYPES: 5) 7/8" LAML IG: (1/8" T - 7/18" AIR -1/8" AN -.090" PVB -1/8" AN) 41p101YU ncowt)I)'1"gNHthtkp Elarldu f,-du1Ra ¢us DaW_._ r IyA1Aa M ml D¢ ¢ of ue WINDOW HEIGHT WINDOW a WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR J LOCATIONS AND QUMRITIES. 13 W t� U $Q 06 P� TABLE 15: r r U O U Q O d Q CO U 0 �i Z ui Y a w o Z g 10• MAIL -►I Imo- T SLY jw ¢ U T UBE TABLE 18: T WINDOW m HEIGHT ® a N n i�n WINDOW FRAME 1 WINDOW I_ ADDITIONAL ogx� zr� HEIGHT ASSEMBLY '-`•1 WINDOW I� ANCHOR i v TUBE (4) IF REM Of t. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR �r a y p 1V MA LOCATIONS AND QUANTITIES. SEE SHEET z z 3 FOR ANY ADDITIONAL ANCHORS -ANCHOADDITIR REQUIRED FOR THE FRAME ASSEMBLY ``� (4j9: REQ. TUBE. 1�1- OP, ",4 1sno7tt No. 58705' SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIM SEE SHEET 3 FOR ANY ADDmoNALANCHORS = ', 3! g i 3 W REQUIRED FOR THE FRAME ASSEMBLY r ST TE OF TUBE. J�O�� •.. FtOR10P:•'Cj.�\: • i i• • •• i• • •i i i i��/SS,�NA4� NOTES. • • • • • • • • • 1)8EE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A LYNN M91M P.E. 21 SEE 8HE6T4 FOR SNUBBER REQUIREMENTS. PE-955708 a Design Pressure (pap for SNgIe WlndoYrs, AO Anchor Groups WhMmv Width under 23' 28.1x18' 273/4• 30' 331@` 36' 3T tuxler 23• +7x80 +7a80 +7a80 x701-90 +7a-911 +7a41D r7a-g0 z6.lxis` +Ta410 +7x90 +7x-90 .7a�o +�a-90 +7a-90 riot-90 3&310' +Ta�90 +7x-90 rTa-90 rTa-90 +7x-80 +Tm-90 +701.90 48' +7a-90 +7a90 +7a-90 +7a-90 +Ta-90 rTa-90 +7x-90 b0.8/8` r7m90 ,7a•90 ,7a90 ,7x90 +7a-9D r7a90 +7x•� Bp• +7a90 +70(-90 +7a-90 +70/•9D +7a•90 +7a-88.8 +Ia•84.8 83' +7a90 +7a90 *70/90 rTpl-90 *7x•87.2 +7x•84 +7a•70.9 72' +7a-80 +7x-80 +7x•80.5 x701.81.6 +601-70 +6x89,4 r8a.87.8 78" :7x-90 +7x-00 +7x38.3 +7 371.57 +80/87.2 r6a85.2 +6x83.3 84• a7a-90 +7x-90 r7a81.3 r8x 70 +80/81.9 Design PrLL 10 essure (pap far WUdmva AHeolted to a Vertical Pmme Assembly Tube m WlMlavi Width under 23' 28.18/18' 27-314' 30` 33.1/2• 38' 3T Anchor Group Anchor Orettp Anchor Group Anchor Group Arrotgr Group Anchor Group Anchor Group A B C D A B C&D B A,C&D A B C&D A B C80 B A,CBD B A,C&D unser 23` +7a-90 .70/-90 «7x-90 +7a-90 r7a-� +7x-90 +7oF80 +7x-90 +7a80 +7m4C +7W-90 .7a-90 .7a-90 +7x-90 +7a•9D ,7x30 r7aA0 +7x-90 +7aa0 26.1x16' +7a90 +70%90 r7a90 +7a-SO +7x-90 +7a-90 +7a,90 +70/-90 +7a•90 +7a-90 ,7a•90 r7a-90 ,7a-90 +7a-90 +7a-80 +7a-Eo «7or-90 +7a-90 +7m•90 W4-.+7'01-7 +7a-71.8 +7x.90 :7a-!� +7x-81 «7x-90 +7a-90 +7a-90 +7a-90 +7a-90 r7a-90 r7a90 x70/-00+7a-90 +7a-90«7a�0 +7a.9p +701-90 +7a470 +(.87.3 +7a-Tb +7a�80 +/.84.8 +70/SO +1a-90 +70/30 +7x•90 «7a30 +7a-07.8 +7a�80 *7a-90 +7a-T&8 +7x-80+7a4ID+7p/J0+7a•06.8 «7a-80 +/81.3 r70r90 +7x-80 +/.81.4 +7x•90 +7x•90 ++7x-80 «7x90 +7a-83.2 +7a-90 +7a-80+7a-74.8 +7x-90 rla-89.2 +7x-90 +7a-84.9 r7a-90 r/.L9.a +7a�e4.7 ++7a-s1.z«7a-90+7aas.e+7a-so+7aas.s+7owo.z+7mgowa•m.3/.sz.a+7aeo*Taas.2+7a-eas.7aa1.2+7aa4.e H-03.8 +7a89.8 ,/-09.3 .7a-77.3 r7a-80 +7o172a +7or80 +7a�.4.3 H.88.8 «7a•90 «7aa8.s +/58.s +7m�87.z r7aa1.8 +7a•84 H$7.a +7aae.s Design Pressure (Pep for WOMOYra Attached to a Horizontal Freate Assembly Tube ' Wlndow Width under 23• 28.1x18' 2784' �' 33.112' 38• 3T Anchor Anchor Anchor Anchor ArghorOroup Anchor G" Anchor Group Group Group Group Group All AO All All fM4 A,C&D A B C&D A B C&D under 23` +7m90 +7x-90 +1x.90 +7x-90 +7x-90 +70/•90 x707-7&6 +7m•90 +7a-80 +7a-74.3 +7a90 28.1x18' }x•90• j7a r70(r90 ror7Qj•90 +7m90 +7m-BB.B +7m•80 +7a•80 +7m-84 +7x•90 rim- 38-318' •+7x90 •7a� +}a,9i •+T87.9iD• «7a-90 +701-90 +7x-90 +7m-90 +7x-80 +7x-80 r7a-� ae' ago 7m + ;i"- ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • +7a-so+7a-90+70!.90+Tm-so+7a-�a7a-eo+Taco 6o91s"+jai-90•7aaowaw•+lar-so+7a-ao+7a-90+7or-90+Ta•aoaTor-ao+7a-ao.Tm•90++790+7a90.7a9ae+7a-sae+7a88.e+7m94.s +7m9a.s+70%fidsr7a•80+7x-90 «7m90 +7x-90 +7a -t{7.2 +7m-84 +7a•84 +7m-ll4 +7a -7a.9 +7a-78.8 r7a-78.9 +70190+7m90 +70188.8 +7a81.8 a8a 70 +ea�.b +8a89.4 +8x•88.4 rpI.87.8 +t0/�87.8 +8a87.e 78'• a7alr-tp• +7m-90 +7p1� +7a7�7 a8�872 +8x•872 +6x68.2 x80186.2 +8a85.2 +80/3.3 +8a�03.3 +8x81.3 84 +7 +7a-90 +8a61.8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 17'. FOR GLASS TYPES: 6) 718" LAMI. IG: (3/16" AN -1/4" AIR - 3/16" AN - .090" SGP - 3/16" AN) 'IPP+vvc4 at aaalptyl.8 girh a, Plnrtda Refill C e 8) 7!8" LAMI. IG: (3116" T - 1/4" AIR - 3116° AN - .080" SGP -3/18" AN) Dal" MOAN -7-- M aU D de (kaiucro WINDOW HEIGHT WaIDOW WIDTH 1 SEE SHEETS 1 &4 FOR v WWDOWANCHOR ttr111� n LOCATIONS AND QUANTITIES. Q Ur otig a Z a TABLE 18: r N J O_ LL 5O UTO) F a oZ S LU (L o C9 � a �O 0) (Wp U � w m FRAME 10• MAX. --�••� �•.�- ASBEMSLY I TUBE TABLE 19: '7- 7 WINDOW q, HEIGHT ce WINDOW "Now I ADDmoNAL Z o 0 40 WIOTH ham--' ANCHOR Li" a x (4), IF REM o Z Z �w SEE SHEETS 1 & 4 FOR WINDOW ANCHOR O LOCATIONS AND QUANTITIES. SEE SHEET I (I t I f REQUIRED FOR3 FOR ANY ITIONAL ANCHORS THE FRAME ASSEMBLY ��pN� LYNN, TUBE WINDOW+� as . '•410ENSF •' :� 'Y �C SEE SHEETS 1 & 4 FOR WINDOW ANCHOR NO. 58705 LOCATIONS AND QUANTITIES. SEE SHEET _ 3 FOR ANY ADDITIONAL ANCHORS a REQUIRED FOR THE FRAME ASSEMBLY TUBE %�0 STATE OF �/: ii't�'• :FCORIOQ;••' • �� NorEs i i• i•• i• ••• ••• ��irs%NAI`�;a��` �) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATION& 2) SEE SHEET 4 FOR SNUBBER REQUNREdE4TS. A - LYNN MILLER, P.E P.R.�89709 Design Pressure (pe8 br Single Wlndwva, All Anchor Groupe WOdew Width po HEIGHT Destgn Pressure 8>sq br Wlndowa Attached to a Hodzontal Forme Assembly lube wrdat 23• 28.18/18° 27-3/4' 30• 33.1/Y 35' 37' under 23' +9a-130 +8a-130 +9ph130 +Ba -030 +9D/-130 +90V-130 +901-130 28.1x18• +80/-130 +801-130 +90%130 +00/-130 +9a-130 x90%130 +9x•130 383/8' +90%130 age -730 +Ox -130 +Oa -130 +90F130 +9x-130 +9x-130 48' +001-130 +001.130 +Oa -130 +pa -130 +9x-130 +9a-130 +901-130 60-818' +00%130 +001-130 +9xd30 +Oa -130 +90%130 +9a -13D +tq/-130 80• +80/-1� +Oa -130 +00/-130 +9a-130 +00%130 +8a-190 +Bx-130 ,3g 63' +00/-130 +Bx-130 +90/•130 +9x-130 +9x-130 +901-130 +Ox -130 72' +90f-1� +BO1-130 +9a-130 +9a-130 +9p/-130+001-118.7 + .9p 78• a90f-130 a9a•130 +801-130 +801.130 +9a-129.2 +9x-119.7 +9a-108.8 84' +9a-130 +9a-130 +901-13D +8a-130 +8x-118.4 B C80 po HEIGHT Destgn Pressure 8>sq br Wlndowa Attached to a Hodzontal Forme Assembly lube FRAME ASSEMBLY 00slgl Pressure (psf) (a WNdotvs Afleclred to a Vertical Frame Assam(i7 Tuba 10' MAX. Wlydow Width ANCHOtT (4), ff REO. e urtder23^ 28-1x10^ z7 -3(a• �' W)ndmv Widh 3S 3r Arlchsr Group Anchor Group Anchor Group Arrotar Group m Anchor Group under 23" Anchor Group 25.1x18' Anchor Group 27-314• 30' All All 33•ilY B 35' A B 37° A B C&D Anchor Group +7a-80 +7x•90 Anchor Group a7a•80 Anchor Group +7x•90 Anchor (croup ala -78.8 Anchor Group +7a-90 Anchor Group +7x90 Anther Group 2616!18' + .9p A B C 0 A B C8D B A,C&D A B C8D A B C80 B A,C&D A B C8D a7aso order 23° +70!90 +7x•90 +7x90 +7a-90 +7a-� +701-80 +7x.90 +7a•� +7a-90 +7a-90 +7a-90 +7x-90 +7a-90 +7x90 +7a -9D +7a.90 +7a.9D +7x-90 a7a-90 +7x-90 261x18° +7x.90 +7x.80 +7x•90 +701-90 +7x90 _ +70/•90 +7a-90 +7x•90 +7asA +7x90 +7a-90 +Ta•90 +7a-90 +7x90 +7x90 +7a90 +7x.90 +ia•90 .7a•90 +7x90 +Ta -90 36.315• +7x-90 +7a-71.8 +7a-90 +7a -9D +701.81 +7a.90 +7a.9p +7x•90 +7a-� +7x90 •7a-� +7a•� +7a-90 +7a-9ti +M -9D +7a•80 +7a -9D +7a -9D +7a-90 +701-90 xTa.90 4S" +7x•731 +/.p•3 +7x•90 +7a-90 y-84.8 +T0/-90 +7a-90 +7a.A +7a� +7a•9D +7aA7.9 +7x•90 +7a-� +7a-90 +7a-90 +7a-90 +7a-90 +7a-� +7a-88.9 +701-90 •+7Q'80 5p-818° +/•89.3 +/.5q.3 +7x•90 +7a•9D +1.81.4 •701-9D +7x90 +Ta -90 +7x-90 +7a-90 +Ta -83.2 +7x-90 +7a-� +7a•80 +7a-90 +7x•89.2 +7a -9D +7x90 +7a-94.3 +701.90 BD• +1.58.b +f-45.9 +70194.7 +701.90 H-51.9 +7a•81.z +7x•90 +7a-Ts.9 +Ta•90 +Ta -89.8 .Ta-To.z +Ta -90 +Ta -8(1.3 +7aa8.9 +Ta -9D +Ta•7sz +7a-90 .Ta-� +Taa1.z +TO6� 83° +/.55.7 +f-03.8 +7x90.7 +Ta99.5 +1.49.3 +7a-77.3 +7x90 +7a-723 +7a-90 +Ta -65.3 of -88.9 +1x-90 +7x.78.8 +7D/-74.9 +7x•90 +7x•71.8 +7a•90 +701.88.8 +f9T.8 +70b90 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • T HEIGHT Destgn Pressure 8>sq br Wlndowa Attached to a Hodzontal Forme Assembly lube FRAME ASSEMBLY TUBE 10' MAX. Wlydow Width ANCHOtT (4), ff REO. e urtder23^ 28-1x10^ z7 -3(a• �' 33.1n• 3S 3r Arlchsr Group Anchor Group Anchor Group Arrotar Group Ascher Coup Anchor Group Anchor Group Anchor Group AD All All AB B A•C&D A B C&D A B C&D udder z3' +7a-80 +7x•90 •70R9D a7a•80 +7a-821 +7x•90 :7x-90 ala -78.8 +7a-90 +7a-90 +7a-74.3 +7x90 2616!18' + .9p 7 �7 f-yp + +7x-90 +7x•90 a71y98.8 +7a90 +7x-90 +70654 +7a-80 ala -90 383(8• +7x90 a7ol-9! • ,101-l0 +}D/9S +7a-90 +7a9D a7aso ala -80 +Ta-� +Ta -90 +7x•80 ala -90 48` TAW -90 +7 - + 90 +7a-90 +7a-80 +7x-80 +Ta9p +7x•90 +Ta90 a7a90 +7a•80 60-Bf8" •7x91} M7a•9d• +7e1.96 +Tp1.9s +7a•9D +7a-gp +701.80 ,la•90 +706 +7x-90 +701.90 +Ta -90 3 ,y �" +7a-80 +7x•80 ala -BD 1701.90 +Ta -80 +Ta -90 x70/•80 aTa•90 +7x-90 +7x90 +7x90 +7x-80 83 a7a•90 +7a -9D a7a-8D +7a•90 a7a•90 +Ta -90 +Ta90 +7x-90 a7o190 a7a90 +Ta•90 xTa.90 + +Ta90 +7 au -90 +7a90 +Ta-� +7a-90 +7a,� +7a•90 +7a•9D ,7a-� 7N +TOA60 +7a•90 • •7N-90 a}DJ-g` . •+7Q'80 +7x-90 +7x-90 +7a-90 +70y90 +7x90 +701.90 +70i-90 ea +7 +7a- +7 90 + + -� +7a-90 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • T HEIGHT FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL ANCHOtT (4), ff REO. WiD-Tff TAP] P ae- Item Dwg.0 Description Material 1 7OD2 Main Frame Head, SIR & lamb 6083.78 Alum. 2 7071 Anchor Plate 6063 -TO Alum 3 7003 Sash Top,Bottom & Side Rail 6083 -TO Alum 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 jFrarneGasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187"x.275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or S8 15 7028 Maxim Dyad Operator, WW< -24" Steel 16 7027 Maxim Dual Arm Operator, W W>24° steel 17 7030 O erator"ket Vinyl Foam 18 7031 O e r Bactring Plate Steel 19 7051 Operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track & Slider Dual Arm Steal 22 7023 Egress Hinge (HeaW Duty Manus. b Truth Steal 23 7050 Egress Hinge/Washable (HD), Manu% by Truth Steel 24 Snubber, Anti -blowout Clip Steel 31 Dura Seal Space Steel 32 1713 Setting Block 5/321 x 3/16" x 1-1/4° EPDM 33 1714 Settin Block 5/32x ° 7 16° x 1-1/4° EPDM 35 7036 Lam! Bead 8 6083-76 Alum 36 7042 Jami Bead C 606346 Alum 37 7059 Land Bead D 6083 -TO Alum 38 1224 Vinyl Bulb Ws Thick Flex PVC 70 39 1225 Vinyl Bulb Wst Thin Flex PVC 70 5o Dow 899 Siliconsadkbedding 60 7006 Screen Frame 3105-H14 Alum 61 7040 Screen Comer Key Polypeopolerke 62 Screen Cloth Fiberglass 63 1635 Screens line EM. PVC 64 320 Screen Spring Stowe" Steel 70 134 Add-on Flan a 6063 -TO Alum 71 7004 Frame Ass Tube 6083 -TO Alum 80 1 #8-32x 1/2" Ph. Pn. Mach. ScrTYPE B Stainless Steel 81 1 1157 #8 x 2" Ph. Pn. SMS Stainless Steel 82 Ulu Lpm&Stainless Steel 83 • #8x7/8" FYPhr6M& • • • • • Sia lm Steal 84x 1" F Stainless Steel 85 #t11K 1" Quad PASbN • • • • • stainless Steel 86 18X 1- uad SMS Stabdess Steel 87 #10 x 1/2" Ph. Pn. TEK Stainless Steel 89 #10.24x 9/16" Ph. Pn. TYPE F Stainless Steel 90 • #1Rt11/ Ph. Pn. TEK• 000 • less Stasi • • • • ••• • • • • ••• • • • • • • • ••• • • • • ••• • • • a • • • s • • • • • • • • • • • • • •• •• • • • •• •• ASSEMBLY DETAILS At is T/ �� '�� ,10ENSF • F'P N0.58705 �.�a OSTATE OF • ••.FtomoP - A,L/U, E```� .oat° NOM. .434" 2.819` .439• .062" NOM. I 1.189' I . 2.7W 2.139' 1FRAME HEAD, SILL & JAMB #7002, 6063-T6 I 66•1.3 .096' 1 �� OANCHOR PLATE #7071,6063-T6 .060' .708' l� 35 BEAD B #7036, 6083-T6 —►� �+— - 172" .670',�I�, .080• .888' 37 BEAD D #7059, 6063-T6 1070 TECHNOLOGY DRIVE N. VENCE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 3 SASH TOP, BOTTOM & SIDE #7003, 6063 -TO .040' I1�.0W .423' --►' FIXED 60 SCREEN FRAME #7008, 0063-T6 .623• .Ofitl` w 36 BEAD G #7042,6063 -TO 2203' i .093` 093• 70 ADDON FLANGE #134, 6083-T6 Approved as mn,phtnS whb the Ftarids paw C D.I. { "AN M NHID e net tro DYIfi`°" BOM AND CORNER VIEWS I J ROSOWSKI Twa: oma, 3EMENT WINDOW DETAILS - LM & SM 08/08/12 /diode- Seale: Shsat: Drawing No. Rev: CA -740 NTS 10 OF 10 1 MD-CA740-LM �— .12s 2.7101' .00Y J 71 .OB3' FRAME ASSEMBLY TUBE #7004, 6063 -TO 2203' i .093` 093• 70 ADDON FLANGE #134, 6083-T6 Approved as mn,phtnS whb the Ftarids paw C D.I. { "AN M NHID e net tro DYIfi`°" BOM AND CORNER VIEWS I J ROSOWSKI Twa: oma, 3EMENT WINDOW DETAILS - LM & SM 08/08/12 /diode- Seale: Shsat: Drawing No. Rev: CA -740 NTS 10 OF 10 1 MD-CA740-LM MM•QFDADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Sued, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2510 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) .mlamidadeoov/parol Lawson Industries, Inc. 8501 NW 90 Street 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 and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 Florida Building Code, including the High Velocity Hurricane Zone. (Flange Frame)' Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, tit1_e_d "HS_4700_Iorizon o gange Impact Window", sheets I through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • "' `. oboeLABELING: Each unit shall bear a permanent label with the manufacturer's name or to jo, city) date, .' modellseries, and following statement: "Miami -Dade County Product Control Appre 1d unless ethsrwise• • • •. • noted herein. *Geese . • s •....• RENEWAL of this NOA shall be considered after a renewal application has been4jXand the>F.Gs been..... no change in the applicable building code negatively affecting the performance of "s W!duct.:. , • • 04:060 TERMINATION of this NOA will occur after the expiration data or if there has llderf A revisi8n dt'change • • • • in the materials, use, and/or manufacture of the product or process. Misuse of this AUVA an endorsement of any product, for sales, advertising or any other purposes shall automatically tern�inat0 this NIPA! kilure. �. to comply with any section of this NOA shall be cause for termination and removal of "NPA. .... :60009 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, 'Abrida, 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 # 11-0705.10 and consists of this page i and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0127.09 Expiration Date: April 11, 2017 Approval Date. March 29, 2012 f 1g1t2 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: l) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Nater Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per. FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4,1/2,1/4 and 1/3,1/3,1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s: HETI-10-3047, HETI-10-3048, BETI-10-30499 HETI-10-30491, HETI-10- ETI 10- 3050, 3050, HETI-10-3051, BETI-10-3052B, HETI-10-3053, HETI-10-3056, BETI-10- 30579 BETI-10-31309 BETI-10 31319 HETI-10-32239 HETI-10-32249 HET -10- 32259 HETI-10-3226 and HETI-10-3251, dated 11/09/10, 03!23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. and Rafael E. Droz-Seda, P.E. (Submitted ruder prepiour NOA No. 11-0705.10) 2. 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 0 s s ' eggs *so*:* 4) Large Missile Impact Test per FBC, TAS 201'-9,f .' •: • e •. 5) Cyclic Wind Pressure Loading per FBC, TjW.10)-94 "0 6) Forced Entry Test, per FBC 24113.2. 1, TAS 2LL2--94 0 0 00 :see*: along with marked -up drawings and installation diagram of $ speennens of w 00:000 aluminum horizontal sliding window, XO configuration, prep�t'e"dl' Huraatia ""' Engineering & Testing, Inc., Test Reports No.'s HETI-08-20�T1-be�'�A34, • • • 0 • HETI - 08 - 20359 HETI - 08 - 2036, HETI - 08 - 20375 UETZ- 08.- 20389 ....:. HETI-08-2116A and HETI48--2116B, dated 02/28/08, all .4pAand s edsb y . Candido F. Font, P. E. 0000.. .... (Submitted under previous NOA No. 09-0706.05) Manu ere Product Control gxkmVr NOA No. 12-01W.08. Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (corrrmm) 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 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, dated 12/06101,12/11/01 and 01/28/002, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. 02-02.05) C. CALCULATIONS: 1. Anchor verification calculations and- structural analysis, complying with FBC-201 0, prepared by manufacturer, dated 05/28/09, revised on 07/10 and updated on 01!25/12, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, ex0iring 4 n11/160 0 0 0 0 0 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. foulieit "Safleg and • • Vanceva clear and color interlayers" dated 05/05/11, expiringeaj,05/21/10.. • ' • • • •" .... .... . . F. STATEMENTS • .... .... ..... 1. Statement letter of conformance, complying with FBC-2010, dat$d J!nuary 5,•2012, • •: • • • signed and sealed by Thomas J. Sotos, P.E. 00090 • • • 6608:6 Statcment letter of no financial interest, dated May 20, 2010, sirecV ind sealed by *0000: Thomas J. Sotos, P.E.. . ; • *see .. ...... G. OTHERS ***@ 1. Notice of Acceptance No. 11-0705.10, issued to Lawson Industries, Inc. for their Series "HS -8700 Flange" Aluminum Horizontal Sliding Window - L.M.I., approved on 09/08/11 and expiring on 04/11/12. Manne Pe Product Control rxa' NOA No. 12-013M Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-2 (D om 4 pm O B BI 1 2 B B1 I I (D om NOTE. ' X0 1 REPER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 8 POR VERTICAL CR099-8L OSTARS 'A, A1. B. & 81" REFER TO SHEET 03 3 FOR HORIZONTAL CROSS-SECTION DETAILS 'C, D. & E' REFER TO SHEET 94 4) REFER TO SHEET 0 OF to FOR DESIGN LOAD CHARTS AND NOTES. (2 9 4 pm O B BI 1 2 89 NOTE. ' X0 1 REPER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 8 POR VERTICAL CR099-8L OSTARS 'A, A1. B. & 81" REFER TO SHEET 03 3 FOR HORIZONTAL CROSS-SECTION DETAILS 'C, D. & E' REFER TO SHEET 94 4) REFER TO SHEET 0 OF to FOR DESIGN LOAD CHARTS AND NOTES. (2 9 XOX -Equal Lite (j/3-1/3-1/31 NOTES'. tjj REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2} FOR VERTICAL CROSS-SECTION DETAILS 'A. AL B, At B1" REFER TO SHEET @3 3) FOR HORIZONTAL CROSS-SECTION DETAILS -0. &.2' REFER TO SHEET $3 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. G@ 26 Geneal Notes: 4 pm O NDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE MENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH 1 2 89 I I CT E ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT XOX -Equal Lite (j/3-1/3-1/31 NOTES'. tjj REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2} FOR VERTICAL CROSS-SECTION DETAILS 'A. AL B, At B1" REFER TO SHEET @3 3) FOR HORIZONTAL CROSS-SECTION DETAILS -0. &.2' REFER TO SHEET $3 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. G@ 26 Geneal Notes: 4 pm O NDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE MENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH 1 2 C7^ I I CT E ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT BE INSTALLED AND ANCHORED SO THAT THE BUILDING �^ t;RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS m a; OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL .. D 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.), AND AS TABULATED ON SHEETS B, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE Z• ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND _ TO BE REVIEWED BY BUILDING OFFICIAL. 8J WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEM ®8, 7, or 8). AND FOR USE WITH DOUBLE GLAZE C7 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #S. 7 or B). SL 8.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE SOFT, O Q' IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. E DILOW B.) SEE SHEET 9 FOR GLASS TYPES. z z 9.) SEE SHEET 8 FOR DIMON PRESSURES ON "XO or OIC' WINDOWS. a O 10.) SES SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LITE "XOX" WINDOWS. "XOX- 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE WINDOWS. p 12.)FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. x 13.) LOFT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE N 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED • • • • • ••• • • • • • • • • • r- ODI (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SES: SHEET #3, 4 & 8 FOR DETAILS C & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FILO CHAPTER •• •• • • ••• XOX - Un-ftual Lite (1/4-1/2-1/41 24 SECTION 11.3.3.3. 18.) APPROVAL APPLIES TO BINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 006, � I&) SEE SHEET 0 8 FOR MULLION/MLP'l'AL ATTACHMENT DETAILS. NOTES & OPTIONS. 2 FOR VERTICAL CROSS-SECTION DETAILS Al. S. & BI" REM TO SHEET ®3 3 FOR HORIZONTAL CROSS-SECTION DETAILS "D, at R' RLgOb TO $FtiHP #0 • 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. • • • *WN110k: • • • • • • 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI -DADS COUNTY APPROVED '.,.u..Nl ' SERIES -8700 HORIZONTAL S'I.iDINC IMPACT APPROVED ELEVA:'IOLVS • WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEFd, IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE � I I E DILOW o� a .00 'NY • • • • • ••• • • • • • • • • • C •• •• • • ••• XOX - Un-ftual Lite (1/4-1/2-1/41 • •• NOTI;s: Ij REFER TO SHEEP 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND Nom. 'A, 006, � 2 FOR VERTICAL CROSS-SECTION DETAILS Al. S. & BI" REM TO SHEET ®3 3 FOR HORIZONTAL CROSS-SECTION DETAILS "D, at R' RLgOb TO $FtiHP #0 • 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. • • • *WN110k: • • • • • • I � '.,.u..Nl ' SERIES -8700 HORIZONTAL S'I.iDINC IMPACT APPROVED ELEVA:'IOLVS • .•. • • . • .•• . • . . . . . . . • . . . . • .. . • • • • . . ••• • • • ••• • • TEIIT UNIT SIZE: 111' X 83" INSTALLATION FASTENED (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 7O.0 (B) 10 AT EA. FRANC SILL (14 AT FRANC SILL IF DP ABOVE 70.0) (C) 8 AT EA. FRAME JAMB • SBE OENERAL NOTE BO & p4. T- l+l TEST UNIT SIZE: 111" X 83' INSTALLATION FAWMNERS (A) l0 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 7O.0 (B) 10 AT EA. FRAME BBL (C)(S AT EA. FRA14 AT ME JJAMMBSRI IF BP ABDtlE 70.0) *SEB GENERAL NOTE #3 & 04. 1- V— NUN)KLA T / AVA q T . EQUAL LITE 8 •A, B, 6 IT AT SHEET 03 NLS •C, 6 E• AT SWEET 08 DVERALL FRAME WIDTH 4• TEST UNIT SIZE: 74' X 83' INSTALLATION FASTENED - (A) D AT FRAMB HEAD (8 AT AT FRAME HUD IF D?�A30VE"70.0 (8 AT FRAME SU IF OF(C) 8 AT FA. FRAME JAMB GENERAL NOTE 83 rpc"oc� ) V 114 UQ 1 D.C. OL ANCHOR Mn L SANE AND B. TWO ADDU O ' 33E 13 u4. OG z 14 at D 13 1/4. OL 0 PW4 p C c lAL OP1IALV/ h e • • • • ;; •% ;; • •Ir ,1 H0C. R.C. ANCHOR MITES, gXT pp� ppLg� phi �pp,� OI qp� L SANE ANCFIDR SPACING A'� HEAD A Sp,� • • • • • • • X17LISI ICONE�AND ARE AVAA.pSLE 8. TVO ADDtTtONAL ANCH[IRSIRkD� T A EIA16 RAt 17D4tRpT. W�TH R, uAu "XOX"•WINDO@I — U JA L►TE • •1 SEF•y�p TCM. •31098-88CTId DETA[I.S •A}AI.BJB1• AT W 03 jt' SEFyHOR12D14TALS-SF�TION DETAk• 'C, )1,, I E• AT SHEET 08 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 13 1/4• D.C. 13 V4. OR. 74' OVERALL FRAME WIDTH 731 INTERIOR FRAME WIDTH C i m 13 u4. OG z 14 at D 13 1/4. OL U PW4 OG C c lAL OP1IALV/ h e B B1 $ C i m 13 u4. OG z 14 at 13 1/4. OL U PW4 OG C c lAL OP1IALV/ h e L SEE l ("DX' REVERBBD) J R. SEE VERWHORtz eRlrss O DETAILS •C, D.B6 E ATASHEEi %403 6-4 SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS - L M I Riot k 1/4' TAPCON W/ 1 1/4• • : . ' MIN MIN EMBEDMENT INTO CONC. • y.r+,t.G (SEE ELEVATION AT SHEET #2 1. ALL WOOD BUCKS ENGINEERED SEPARATELY FOR MAX. FASTENER SPACING) & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 1 I/8' MIN. 2. WOOD BUCK AND FRAMING (NOT BY LAWSON EDGE DISTANCE INDUSTRIES> MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM °•. • ' • • • • • • ;•••.t A ••• • 0 1 1 4MIN. • •• 1�. d: o A. d. AEMBEDMENj: a • • • :T%• .4 ° 4• o• P d: •• •• • • • •• •• ••• • • • ••• • • EXTERIOR GRADE 9 -AIL 12 i V4• MAX. SHIM SPACE PERIMETER CAULKING crYP.> O EXTERIOR EXTERIIIR PERIMETER CLEAR SILICONE ADHESIVE BEDDING COMPOUND 34 INTERIOR BATED GLASS O A ... a .' r:r. i1 d d:1 1/4' • : . ' MIN a1/M L i tT i • y.r+,t.G ••• e EMBEDMENT o; ao ro 44 4- OA v•i °•. • ' • • • • • • ;•••.t ••• • 0 • •• e•• ••• PTI X10 AL 5 OPTIONAL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OVER METAL LATH MAILED TO #14 S.M.S. W/ 1 1/4' R GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD PECIFIED BY ARCHITECT OR G.C.(SEE ELEVATION AT SHEET #2 DR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) EXT. GRADE PERIMETER --/ L 1/4• MAX. CAULKIlM NOT BY SHOO SPACE 'LAWSOM INDUSTRIES'. TO IM APPLIED BY OTHERS (TYP.) EXTERIOR Al DQTERU)R ALTERNATE DETAIL WOOD FRAME IN3TA I ATION DETAIL WINDOW IN.9T LLMON NO=: L THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. 2O GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) APPLIED WITH SILICONE 2, THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS #4, #B, 6 #6. BY OTHERS (TYP.) • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE DUCK OR MASONRY IS LESS THAN 1/8', SHINS ARE NOT REQUIRED. I! " (TVP.) 1/4 MIN, •' EnMENT , a d p .4.d T m 0 .� IS"? w RX WOOD BUCKS - BY OTHERS (TYP.) 014 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) EXTERIOR WALL FINISH BY OTHERS (TYP.) 2X STUCCO OVER METAL LATH NAILED TO - EXTEROIR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. CEXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES. INC. 1. ALL WOOD DUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 8 8 22 In2l LOCK (LATCH AND SWEEP) OPTIONS •• • 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALU WIND%vb • • • • 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QU"MED • • FOR USE ON ALL WINDOWS. 000 • • • 3. TWO (2) LOCKS ARE REQUIRED PER EAft DENT: • • i • • CQ EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS CTYP.) LAMINATED GLASS SILICONE ADHESIVE BEDDING COMPOUND INTERIOR EXTERIOR O 73' MAX. FRAME BUCK 74' MAX. —WINDOW FRAME FLANGE WIDTH - "XO" WINDOW EQUAL LITE ( "OX' REVERSED ) WINDOW INSTALLATION 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYP3 B. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR LESS THAN 1/8". SHINS ARE NOT REQUIRED. •y�cHd$9 NOTE: ARCHDRS TO BE 01B SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH'A MINIMUM OF 1 1/4' PENETRATION INTO WOOD 11R CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Q 4 O `..: .PT. WOOD BUCKS C 1/4' MAX.e'•`ti �, t .. 4' SHIN SPACE CTYP.) t 1/4' TAPCON W/ 1 1/4' MIN: EMBEDMENT INTO CONC. Ch (SEE ELEVATION AT SHEET 02 P3 FOR MAX. FASTENER SPACING) u 1/4•^ MIN. j EMBEDMENT Q� p d1! ° ' • a EDGE DISTARNCE p e. (a� x Q i 4vy°„ �''•O'd•, � F � C EXT. CRAOE°•"''' •'Q. UI Cq� 1 CAULK EXT. CAUL 0 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) O -CLEAR SILICONE ADHESIVE 34 BEDDING COMPOUND as LAMINATED GLASS LAD3 EXTERIOR WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE W4' NO SHIM SPACE CTYP.) 4 ' .PT. WOOD BUCKS ,{`; • d • Y1t 4 e' • • 1/4' TAPCON W/ 1 1/4'" MIN. EMBEDMENT INTO CONC. Q m 1 tll! y�j 1 • • (SEE ELEVATION AT SHEET 02 q a FOR AX R M. FASTENER SPACING) ad tx ... . . .. 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE EN71RE PERIMETER OF FLANGE •4B .. . 1� I' MIN. s .... MBE/4DMEN BY WINDOW INSTALLER CTYPJ .. a'. ___--- • o < 1 1/B' MIN. pp EDGE DISTANCE C •• \r'4 4'6 Q BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK EXT GRADE ^ CAULK 4'q• BY OTHERS CTYPJ WINDOW INSTALLATION Nowa ••• ••• • • • ... . . .. 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE EN71RE PERIMETER OF FLANGE .. . .. ... .... BY WINDOW INSTALLER CTYPJ .. .... ... & THE EXPOSED EXT. PERIMETER 11F THE VINDDW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYPJ • WHEN THE OAP BVIVEEII THE WINDOW FRAM; AND THE BUCK OR MASONRY IB LIN THAN 1/8". SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 012 SMS 13R WD, SCREWS INTO WOOD, OR1/41 I orINIMIMUM INTO C13NC.,VOW • • 41 WITH A�MCONS WITH OFAPPR /4E PENETRATION INTO 04• • : i • • • i • • i°°e°0° �.''• COW. (REFER TO LOAD TABLES FOR GUANTITIECREOUIREDCU. •• • • • • • i • • • • ••• • o•• 'moi • • • • • • • • • o • ••• ••• • • • ... . . .. .... .. . .. ... .... . .. .... ... .... ....... . . ...... . .... .... . . .... . •e • of dos [080-00l9I yw®w •aewo ,wP-y r r+ww ' apses °sI ZitlO W-06 (XO co OX) SNOUdO SSV70 HMA .tEM OV07 w MO aV w canes rot AAOQ)m JOvdFu af)Kv I.3 f)Nmos 4V. xomeIOH oma -SH �a wau• eee°�C�H4 ••® �• '• ,: eoiW/60 oases a SaraW SSY70 ace SAWRIr W&NJN47Y Amune ao xag=rdan M •� '�8 •�• . 0948-969 (SOS) '•N Nd 5 E r '15 06 AIN 9099 NORM ®/..J M ✓ids'• sesxa arw ae�.aya an - .v. Y -,T eee 0 =`� 0000000000000000000 00000c000ddodo waomaomcommaommmmme$mmmm otic 000000000000000O000 co mmaomaommm dooco cc�i00000co U. CD CD co mCoco aomm �. Z4�w+a o2a F- 511010 d0 mm cs a0000000 mmaom00coco a0 000000o�oc03d000o0000 �co aowco ma�a0aommmcoco$m cs 00000000� n m�roa$ma$co &H2� m a: J&- :•'sp00000000 coo 00es ..ods �aCl�mGp ac a9 m�co 00000 a0 0co d pp0 aD ' 0C0d0poop000Oopo 99cdog�0mm �Cci Om ooa0000o ��a0o99ddco o , a . - / l + 0000p0o0000000000 abo a0o aOD W abo aOD a00 adD a0D aOD opD ado abo a00 OOo a00 aOD 0000 ro 00000000000000 o pp pp pp 'm 9 pp / a00 coOa0p a00 aD a0 00 aOD a00 a0D a00 ado apo aD ati i / , 000000p00000000 dodddd0000doraocooc000coo nhn.nnhnnhnhnnhh 0000000o0o00000 'oocddd 'odoocicicS 0000 oO h hhhhhh nnhhhhhhhhnnnh 6 0000p0000000OOO ododoododoodoocood6dddoid hhP.hhnhhhhhhhNF.— OO0000Oo000ooOo nhhh dcdodo 'od0d OOoo 0, 'od 0 �• a o , rnhnhhn hnnhnhh p ��j U �aV 000000000000000 9009 Mop 000 9019 t, 00000000000 _00g 000Pogg p00p0O +1 N+n��n�n�t:��:f.�n �- 000OOdoo00o000aC3, 000000000 n��nn0�n��%��h� 000000 m0 O00000 4 `\ �� a CCLQ�� N . OO ��"a99'`c�`'�9'g`c$`c�'g`c�`ca'$ OOO OO OOo p0000 000000000000000000000000 �ggg 9999��9999 9 9 0000 0000•• t- OO 0opO000000000oo000000000OO000OOOooao• gg� 'c$ gig i'1�c`c�9`a�8`c�t$�`�'c$cc$999 � oma c ••� • �c� +g'gg'c$`a$"�ca$"99'c$a'�`a$999 o'�z �i'' 000000000000000 0000000000000000000Ooo "a S 's e`ae��9988S SSS � ��p?aQQQWpis F"0000000000000000000 _000000000O0000Ooo CP I I �� Eli NJ o IV _ M'ct'maflb V"cT bmt0 �'� aDm ��ba9 afl�Qmafl tl �'aCmd'@ mm V' at•m�etmaD�pEZZiF MMMMMMMMMMeI'V' bb bMMM M�VihtT bbbbb bbbC9tOt4aDW O�i��sF$ w totoaunt 0 U) = Nt��t mmm�q��ppm�pm�ppm�a� MCO a�MM V'Ct�R� ap ap pOppop tO aO [U a9NNN� mmm�p ttoo .pippp ap awy aQQU app9 pR! QQ 1p lD 883 �p W 038gchMt�f mma0 ��N� Ma7� WtD � tiR O � N M R Vm�NMAMNih_ft NN N b N W7 sipICA 0000•• • • • •0••e• • 0 •0000• • s 80.081 ••0•• •0000• • • • 0008•• 0 • 8••0.8 s • 74 7 11150.625 4 11 b2.0 111 58 6 11 52.0 b 11 5 .0 • •• • • • • ••• • Notes + 1.) SEE SHEET S FOR OLAZDIO • #jf; I4cf *0PION1. ..' 8.) STANDARD SILL USED ON � +70.0 DP AND BELOW (WINDOWS WITH CLASS TYPES -A, B, C. & D-) 3.) SU WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH CLASS TYPVB "E, 6 i AND #6W MMAX, • • ADDITIONAL ANCHORS REQUIRED AT SHAM HEAD* SILL•ON • • • • WINDOWS WITH DP ABOVE 7isA�(SEI�ELEV�►QI�AT ! tO1P= i 4.) � LL%]p300; • e•IN THE HVHZ, g • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • R(X)UCT RBVIS® 9 a�plylag wDL 0• F9ulda 9F - PO SILL RISER - OPTIpNAL APPLIED WITH SILICONEFOR DP ABOVE +70.0 PSF C+SOA DP MAX.) i 49 #Jamb) #H&S Anchors Anchors 84 36 3 9 - - 62.0 52.0 60 48 4 7 - - 52.0 52.0 72 48 4 9 - - 52.0 52.0 84 48 4 9 - - 52.0 52.0 60 60 5 7 - 52.0 52.0 72 60 1 5 9 - - 52.0 52.0 84 60 5 9 - - 52.0 52.0 53.125 26 3 8 80.0 80.0 80.0 80.0 53.125 38.375 4 6 80,0 80.0 80.0 80,.0 53.125 50.625 4 6 70.0 75.0 70.0 76.0 53.125 58 5 6 - 52.0 52.0 53,125 63 5 6 - 52.0 52.0 74 26 3 9 80.0 80.0 80.0 80.0 74 38.375 4 9 - - 52.0 52.0 74 50.626 4 9 - - 52.0 520 74 58 5 9 - 520 52.0 74 63 5 9 - - 52.0 52.0 79.5 26 3 9 80.0 80.0 80.0 80.0 79.5 38.375 4 9 70.0 75.0 62.0 52.0 79.5 50.625 4 9 - - 52.0 520 79.5 58 5 9 - - 62.0 52.0 79.5 63 5 9 - - 52.0 62.0 84 26 3 9 70.0 75.0 70.0 75.0 84 38.375 4 9 70.0 75.0 520 52.0 84 60.625 4 9 - - 52.0 52.0 84 58 5 9 - - 52.0 52.0 84 63 5 90.0 52.0 • • • • • . • • No es 1.) SEE SHEET 9 POR aLAzm TYWDETPA &• 81000U OPTIM • • S.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES A. H. C. & D") 3.) 01 WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPHI "E. & AND *SM OP•MAX. • ADDITIONAL ANCHORS REQUMED AT NRAME 4b • • WINDOWS WITH DP ABOVE I. , V @�AT iB $. OIFT. 4J WINDOWS WITH GLASS TYP C. 0° 1 AIjED YE SOFT. s IN THE HVHZ, THE 1.0. EXTERI SHALL TEMPAtED. • • • • • • i • • • • ••• • • • • ••• • • 7.0 75.0 750 075. 75.0 75.0 75.0 75.0 75.0 75-0- 75.0 75.0 75.0 75.0 • • • • • • • • • • • •• •• • • • •• •• 75.0 75.0 65.0 75.0 55.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 52.0 75.0 J SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +704 PSF 060.0 DP MAX.) N °0f Co 1o�$ 1, ~ a c vj a A 1� x a o` 0 o o z apa "ms 7.0 75.0 750 075. 75.0 75.0 75.0 75.0 75.0 75-0- 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 �ffi 75.0 75.0 J SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +704 PSF 060.0 DP MAX.) N 'SILICONE OPTTO/W', DOM cawaN0 899 721 TR SOD 8 sAnJMAM~e or 'BBL m. ALL44INUM MULLION SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. OE54GN PRESSURE LIMITATIONS. (ALUM. 0.078- Miro. THICK) LAMINATED- TYPE R aum mommIrass T OLM numpm MAILUMUTE DBBCBIPW WB• AIWEALED MASS OA90• PLASTIC DITERLAVER VB• ANNEALED GLASS BUTAt:ITE PVB By DwmDr• L-8701 8 8090• PLASTIC VWnE16AYER 0310' 8MLEX/XEEPEAFC 3 V8• ANNEALED GLASS _ OF BP '911LUTIA- IB fa 6063-T6 ALUMINUM S L-7705 1 VENT MEETING RAIL 4 6 L-7707 I4BI11XAB8 Dffi1•IP7(ON "maEAMONATS D 'RON t B 7/8' NEAT-STREMATTEIa£D m.ASS OA9C PLA8TM 1MERI.IWER a BUTACITE PVB BP . T. 3 JIM HEAT-3TREWITENEO G OR10• L-8702 sAnJMAM~e or 'BBL m. ALL44INUM MULLION SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. OE54GN PRESSURE LIMITATIONS. (ALUM. 0.078- Miro. THICK) PvBsr .0104" II E1 Ki -# t2 X 3/4• &DS FIAT HEAD. PHILLIP& (SEE MEW= AT SHEET 13 FOR MAX, FASTENER SPACINO AN DP TABLES FOR QUANTITY) EXTERIOR GRADE ----f WINDOW FRAME PERIMETER CAULKIMG EXTERIOR FRIWE MULI:LNG DETAIL. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN MAX.9 12 &0.& X 1 1/4- L 4114 (SEE ELEVATION AT SHEET #2 [OR �{� FOR MAL FASTENER SPACING) L WINDOW FRAW NOTE: 1. ALL STEEL 94 CONTACT WITH EXTERIOR ALUM. TO BE PAINTED OR PLATED. 2 METAL STRUCTURES: A) STEEL : Fy - 38 KSI ON. (STEEL 18 CA MSN. THICK - 0.048-, 8) AU WKUM : SM -TB MPI. (ALUM. 0.078' WN. THICK) METAL STR CTLIR . ATTA .NT DETAIL ••• • •I • • • •• ••• •• • • • •• BPver •mrom+T• vs- Alwl6w.EP ULAeW w T I yr w Yft— — 1110 • • • • I• • • 0) WINDOWS WITH GLASS TYPES •A. C, OR G' 1 D SFT. • • • • • • IN THE HVHZ, THE LO. EXTERIOR LITE SHALL • • • • • • • • •• • • • • • • • f1T.A7TATR n7TATT c AATn f%D' T/IILIV • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NS -8700 MANGE FRAME WWD6WHILL Ra aum mommIrass BBTAL - 1 1 B WB• AIWEALED MASS OA90• PLASTIC DITERLAVER _ BUTAt:ITE PVB By DwmDr• L-8701 3 T/8• ANNEALED aLm 0310' L-7701 I FRAME FXD, JAMB 6063-T6 ALUMINUM 4 L-7704 IB fa 6063-T6 ALUMINUM S L-7705 1 VENT MEETING RAIL 4 6 L-7707 I VENT TI3'/BOTTOM RAIL •SRICOXE OPT�6', 7 L-8703 1 FRAME VENT JAMB OOV CORRII!< 899 a L-7706 j3 Off. SC1LUEE-IUDB7P.AA 5731 tgF,T•q BPECTRIP! P 9 L-8702 IA 0 0 #;f IP7i0X 3 t1'8R 1 OLSB warn" RDl 1/B' "afto OLASB B 0090' PLASTIC tR1ERLATED 1 ® a v - 'jr SAFLEX PVB Bn 'SO•U)DI• PERWETI SEMA14T 3 4 IAB• ANNEALED T9.A8B Wr 114ULATE0 AM SPACE S UB' ANNIA.ED GLASS 0* PvBsr .0104" II E1 Ki -# t2 X 3/4• &DS FIAT HEAD. PHILLIP& (SEE MEW= AT SHEET 13 FOR MAX, FASTENER SPACINO AN DP TABLES FOR QUANTITY) EXTERIOR GRADE ----f WINDOW FRAME PERIMETER CAULKIMG EXTERIOR FRIWE MULI:LNG DETAIL. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN MAX.9 12 &0.& X 1 1/4- L 4114 (SEE ELEVATION AT SHEET #2 [OR �{� FOR MAL FASTENER SPACING) L WINDOW FRAW NOTE: 1. ALL STEEL 94 CONTACT WITH EXTERIOR ALUM. TO BE PAINTED OR PLATED. 2 METAL STRUCTURES: A) STEEL : Fy - 38 KSI ON. (STEEL 18 CA MSN. THICK - 0.048-, 8) AU WKUM : SM -TB MPI. (ALUM. 0.078' WN. THICK) METAL STR CTLIR . ATTA .NT DETAIL ••• • •I • • • •• ••• •• • • • •• BPver •mrom+T• vs- Alwl6w.EP ULAeW w T I yr w Yft— — 1110 • • • • I• • • 0) WINDOWS WITH GLASS TYPES •A. C, OR G' 1 D SFT. • • • • • • IN THE HVHZ, THE LO. EXTERIOR LITE SHALL • • • • • • • • •• • • • • • • • f1T.A7TATR n7TATT c AATn f%D' T/IILIV • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Prtomimitsymw . ".Oyb8 WDhdo awwbB108 AcceptIONIOVA - 7 41 Id O NS -8700 MANGE FRAME WWD6WHILL OF MATERIALS I= 9 PART N DW. DRBCRIPTION RBMAtU 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7701 I FRAME FXD, JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM S L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 I VENT TI3'/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB - 6063-T6 ALUMINUM a L-7706 1 VENT .IAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063 -TS ALUMINUM 10 L-8705 I FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 11 L-7708 AS REQ'IL GLAZING BEAD 13/8' > 6063 -TS ALUMINUM 18 FS -086 AS REQ'D. FRAME ASSEMBLY SCREWS 08 X 3/4' P.H. PHILLIPS 13 FS -040 AS REDO. INSTALLATION SCREWS #14 SMS F.H./PHIL. 14 L-7531 AS REQ'D. VINYL BULB 1/4' DIA. BULD #3033 15 PVS-003 AS RECD. FIN SEAL WEATHCRSTRIP 187• w x 230• h 16 PWS -005 AS RECD. FIN SEAL WEATHERSTRIP .187• v x .350' h 17 PWS -009 AS RECD. FIN SEAL WEATHERSTRIP .187• w x .310' h 18 L-7711 AS RECD. GLAZING BEAD ( INSULATED) 6063 -TS ALtmmui7 19 PWS -001 AS RECD. PILE 8 GLAZING BEAD .187• w x ,150' h 20 L-8706 AS REQ'D. SILL RISER ADAPTER 6063 -TS ALINE- OPTIONAL 2I L-7539 2 VENT EXTRUDED SPRING LATCH 6063 -TS ALUMINUM 22 MC -057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7923 1 x LATCH LATCH SPRING STAINLESS STEEL 24 IN 2 SIJ./JAMB JOINT GASKET 1/16• CLOSED CELL FOAM 23 FS -041 2 SILL RAIL ASSEMBLY SCREW #0 X 2 L4' PXAPHIL. 26.1 MC -044-1 2 WEEP FLAP 6 BAFFLE . r 26.2 HC- I X WEEP OPEN CELL FOAM PAD t/2• X 1/B' X B' L 27 HC -040-1 2 SASH ROLLER 6 HOUSING ■ 28 HC -026-1 1 SCREEN FRAME 6 MESH ■ 29 ■ 1 ATTACHMENT SCREW B CLIP ire X S/B• SDS 30 HC -OSB -t 2 VENT SWEEP LATCH MOLDED NYLON 31 HC -059-1 2 VENT SWEEP LATCH BE CAST METAL 32 L-8830 I X Anchcw FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM P333 r I2 LAMINATED GLASS Se■ BetoBs B LJL of sh■et 9 4 ■ AS RECD. GLAZING SILICONE See BetoDs a LH of shoe* 9 35 OPTIONAL AS REM COLONIAL FALSE MUNTIN ALUMIMBM 36 SN -5504 AS RECD, JOINT SEALANT r 37 ■ AS RECD. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL Prtomimitsymw . ".Oyb8 WDhdo awwbB108 AcceptIONIOVA - 7 41 Id O FRAME HEAD L-7703 FRAME FIXED JAMB L-7701 SILL TRACK L-8702 ERAME A. O ` s OO ImF O A83 •� FRAME TOP CORNERy • L 120 m oA2 2.881 .844 t T EUME HUD O x z o SILL RETAINING CLIP L-6708 443g�� 9G L4" °d462o- VEff TIER RAIL ao•M�uMr FRAME L-887013ILL WENT JAMB .754 3 VENT TOP CORNER fRABIE BOTTOM CORNER FRAMEE M� p y 2.843 VENT SPRING LATCH 21 MEArc .IAMB ana ER" ELL ® \ L!`/� O � � p x61 tP15 %off Lm � i 410 b5B VENT INTERLOCK RAIL L-7708 O FIXED MEETING RAIL L-7704 VENT ROP/TOP/BOTTOM RAIL L-7707 m 4 A82 ® O O � �moM awe FRAME SILL /MEETING R.qR ro.uc eeL tai eABe �� W35 VENT TTOM CORNER VENT � $ FRAME & SASH CORNER ASSEMBLY DETAILS Z VENT JAMB RAILSD L-7706 O• L pIpR•p• • L-8130 i • • i • • • i i i • GLAZING BEAD L-7711 SILL RISER ADAPTER L-8708 !!! !q �•e,,a•••••...•�/�b��, 32 • • • s • • • • • • • • • • • • • GLAZING BEAD • L-7708 98 0 ® U. • Z 1.490 2 � ,Ma ••. ... • • • �5a . . • • • • 19 . .WD • aso .900 t PRODUCT RBVISSD ®oomplY>�vAabthoPlodb BuIIdTRB Com AcwPm�a° D90 17 w � a � •? a� 1.239 • • • • • • • •• • • • • • • • •• • • • • • • • • • • I • ,773-».� .n�.. ,090 • o is 8®dB08 9oa�0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M®MMAD MMAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidWumybera/ Lawson Industries, Inc. 8501 NW 90 Street 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 and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 Florida Building Code, including the High Velocity Hurricane Zone. L�ICRIPTION: Series ASH— QO me - Aluminum Sfngle Hu>s Window — L.M. . APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets l through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Applove f , unlesl i fim ise...... noted herein. • • RENEWAL of this NOA shall be considered after a renewal application has beenaflVg old ther as been ... • � • no change in the applicable building code negatively affecting the performance of dfi§?!6ducL :....: TERMINATION of this NOA will occur after the expiration date or if there has ft* r4ange .... in the materials, use, and/or manufacture of the product or process. Misuse of this XGA,.as an endorsement • • : • • • of any product, for sales, advertising or any other purposes shall automatically termite this NOA? Failure .... ; - to comply with any section of this NOA shall be cause for termination and removal M40A. ' 90 -ADeVERTISEMENT: ThNOA number preceded by the words Miami-D�de C.ounty„ i�'16Ma, aAd • • followed by the expiration date maybe displayed in advertising literature. If ahy-Aoiltion of tile, NOA is"' displayed, then it shall be done in its entirety. so:** 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 NOA # 11-0705.09 and consists of this page 1 and evidence pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 ly 1�� Page 1 'Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L77004"1, titled "Series -7700 Single Hung Flange Frazee Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering 8t Testing, Inc., Test Reports No.'s HETI49-2530A and HETI492530B, dated 03/02/09, all signed and sealed by Candido F. Font, P. E. (Subbed under previous NOA No. 01-0716.09) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2003 C, HETI- 08-2004 A, HETI-09-2060 A, HETI-08--2060 B, HETI-0S-2061 A, BETI-08-2061 B. HETI-082062 A, HETI-08-2062 B, HETI-082063A, HETI-082063B, HETI-082064A and HETI-082064B, dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-!1825.17) 3. Test reports on: l) Air Infiltration Test per FBC, TAS 202-94 .... 2) Uniform Static Air Pressure Test, Loadinpjw FBC TAS•202 : 94• • • • ; • 3) Water Resistance Test, per FBC, TAS 202-94 ' . • • : • . ' . 4) Large Missile Impact Test per FBC, TAS 201; t14 ° ° • ; ° ° ° ° ; 5) Cyclic Wind Pressure Loading per FBC, TA&203-94 .... :0406: 6) Forced Entry Test, per FBC 24113.2.1, TAF, 9.0 94° • • • • ° • •; • • • along with marked -up drawings and installation diagram of aftt►iou n stale laung • • • • • window, prepared by Fenestration Testing Laboratory, Inc., �gst;l�eports° Ng's FTL-2987 and FTL2986, dated 04/03/01 and 03/27/01, all Sigfled and sealed by ....:. Luis Antonio Figueredo, P. E. • • ° ° ° ° °.. 0000 :0069: (Submitted under previous NOA No. 06-0406.48) °. Manuel PAreqpx Product Control iner NOA No. 12- 127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 E-1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1.. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300-02/04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01. issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 28, 2009, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.11-0705.09) 3. Laboratory compliance letter for Test Reports No. HETI-09-2530 2530 A and HET149- 2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, all signed and sealed by Candido F. Font, P. E.(Submitted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-08-2003 C, HETI-08- ease 2004 A, BETI-08-2060 A, HETI-W2060 B, HETI-W20j,1 A, ETI-9-ffi-.2061$,.... HETI-08-2062 A, HETI-08--2062 B, BETI- M -2063A, HMf48-20C"r HETI- • . 08-2064A and HETI-08-2064B, issued by Hurricane Engin g•& Tesftg, 9nc., . 0.0 0 . dated 03/15/08, all signed and sealed by Candido F. Font, P. . . s . s • ; •0 • • • • (Submitted under previous NDA No. 08-0825.17) 0.0 .. 0 .0.0 0 0 000000 5. Laboratory compliance letter for Test Reports No. FTL 2987•m ti 4;T ,19§6; issued •: • • by Fenestration Testing Laboratory, Inc., dated April 03 and Mbrah 27, 2101, till sees :' signed and sealed by Luis Antonio Figueredo, P. E. :00 • • 0 • .. 0 . . . . 000069 (Submitted under previous NOA No. 06-0406.08) 0 :0 0"' .. 0000.. :see 0 G. OTHERS ..' • I. Notice of Acceptance No. 11-0705.09, issued to Lawson Industries, Inc. for their . Series "SH -7700 Flange" Aluminum Single Hung Window -- LM.I., approved on 08/18/11 and expiring on 12/27/16. Man*1 P Product Control %4aglner NOA No. 12-0127.16 Expiration Date: Deeember 27, 2016 Approval Date: March 29, 2012 E-2 It ANCHOR& IW RIME PERT FRAME SILL (0 MANE JAHN CSE. SHEET N4) 10 IM' MAX. A� MEETING B RAIL 9 T/D• WINDOW FLAK FRANC WIDTH • • 13 3/4•INSTALLATION A MAX. 11C � ••• ANCHOR& -D xpi AN • 14�J SI 40 FRAME JAMBS CSEE SNEET N4) 6• 0. 0. Wid eo s is • • • • • • • • • • • ii i •• • • e[7w. •• •• ••• • • • ••• • • AT �-/tMl fuir � b•� WINDOW FLANGE fRAW WIDTH CCCN�STALLATION aNCxl1R&- ttDD 1�HEAD 9i1tI666� ttl�,,...... A I CB) PIR fR SILL CC) FRAME JAMBS a.EE SHEET i 6• � 11 ii - 1• V 1 O N 0 a WINDOW FLANGE MANE WIDTH A -"1 MR. 314- 1 y f f � ;,;AL t- 1 J C m $ I t• I Q gig - 3; 3; 2 i _ z jL- C C EXT. 6 INT. FALSE COLONIAL � C—S8J88• �, MUNTINS ARE .00 w, SBJRy `J 0 NIINTINS ARE APPLIED V/ 1 �47 D� VO� � �m V/ SILICONE AND ARE WIDTH V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. AVAILABLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATION UN—EQUAL LITE RADIUS ELEVATION UN—EQUAL LITE ELEVATION 1 1 • INCLUDES UN -EQUAL LITE AND RADIUS HEAD (LISTED TO WADS ON SHEET 4 OF 6) (LIMITED TO LOADS ON SHEET 4 OF 6) e eral N t Ls: (LtMLTED To LOADS 014 SHEET 4 of 6) SERIES -7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME �A 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS 52M. OF THE 0010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE INSTALLATION ANCHM WINDOW FLANGE FRANC WIDTH VELOCITY (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. tNu A MAX AT FRAMs xEAD IN! NONE PCR FRAME SILL 13 3/A• NOT REQUIRED) (0 FRAME JAMBS CSCE SHEET 141 A MAX. O,C,1 2.) WOOD BU DNG RNISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS 6 A OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. . 3.) ANCHORS SHOWN ABOYE ARE AS PER TEST UNITS, ANCHORS ON ALL WINDOW SIZES Mon. D.L ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND AS TABULATED =146 tt t yr ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE A 9 wr ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND i o TO BE REVIEWED BY BUILDING OFFICIAL.. 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET 93). AIM FOR USE WITH DOUBLE GLAZE ; TAT to LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET /S). B.) SEE SHEET 3 FOR LACK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. Q �i ii 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SyEES •3• • • • • • • • - - _ I, - e _ 6 8.) ERT. &INT. FALSE COLONIAL MUNTINS ARE 01r'1 ,A! &:a Am APPYBDNW,*SMCONE9�D� 10.) WOOD DUCKS IN CONTACT WITH CONCRETE BE RED NST RDAV. I o PRODUCT REVISHD (BY OTHERS). PRIOR TO WINDOW INSTALLATION VZ W.PO2 IDSA NNO � � -"' I/ 11 D WOOD BUCKS TO BE ANCHORED IN COMPLIANGE•WITHeMIN OOMOFBC CHAMR024P • '� it r�mplyfNg IWWI B6DrWB SECTION 11.3.3 3. a DCO 4�O) 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS.No 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OFMI�M( DADE COUNTY APPROW WINDOWS USING A MIAMI-DADE COUNTY APPROVED LLION'(R AIME d EXT. a INT. FALSE CO ONInI C BUT PILE LOWER DESIGN PR INRE FROM WINWS OR t�t�d00 PROVA� I II. �1�P .Y vii SILtC DLtED V/ ySt�• TO THE ENTIRE MULLED SYSTEM. __ �-��_-• AK WINDOW 81= WIDTH 13. SEE SHEET @ 3 FOR MULLION/METAL ATT1CH§BNT:%'Ab I ty�Ef8 4 • • • • • AVAILABI E AS OPTI@IgL. 14. ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OILIER DISSIMILARN MATERI" TO BD • EQUAL LTTE ELEVATION PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. (61MITED TO LOADS ON SHEEP 4 OF 6) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'tAl u■ I/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CON (SEE ELEVATION AT SHEET 01 FOR MAX. FASTENER SPACING) ALL WOOD BUCKS ENGINEERED SEPARATELY — 6 TO BE REVIEWED BY BLDG. OFFICIAL CTYP.) P.T VOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 44 INTERIOR 18 EXT. GRADE CAULK --1 ' • 6 .d ,•'d+ •�• b•'• p•4•v•od6 ••• • • e. • EXT. GRADS 004 • CAULK • • • • • •• • • • • • ••• • • • • ••• • • 1 •'►�� L THE WINDOW FRAME FLANGE TO BE BACK-DEDDED W/ AN EXT. lry� o' ' J1/4• TAP= V/ 1 1/4• 19 1' MIN EMBEDMENT DITO CONC. °r N CSEE ELEVAT113N AT SHEET 01 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 814 SMS V/ 1 1/4• MI1C, EMBEDMENT INTO WORD. CSEE ELEVATION AT SHEET 81 FOR MAX. FASTENER SPACINGI SILICONE ADHESIVE ]� SEDDDm COMPGUMD 1 Cel t2 INTERIOR 814SNS W/ 1 1/4' MIN. EMBEDMENT INTO WG CSEE ELEVATDIN AT SHEI FON MAX FASTENER SPAC EXT. G CAULK I' MAX. SHIM TYP GLASS .1t .PT. WOOD DUCKS Q' I 1 •'►�� L THE WINDOW FRAME FLANGE TO BE BACK-DEDDED W/ AN EXT. lry� o' ' J1/4• TAP= V/ 1 1/4• 19 1' MIN EMBEDMENT DITO CONC. °r N CSEE ELEVAT113N AT SHEET 01 iii 4 eat _ BY WINDOW INSTALLER CTYP.) ' FGR RAX. FASTENER SPACING) gqqts 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO �d d •� • 12 tI4• 7 .. 2z 0 e6 i d q BY OTHERS CTYPJ '" ;•q ! EDGE DISTANCE • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR !�! MMNRY 19 LESS THAN 1/8'• SHIMS ARE NOT REQUIRED. AN&RnR8 NOTE• GRADE PXTERION ERIMZTTEER CAULKING FRAME WIDTH MKIM INSTAUAT10N NOTES: Q' I 1 L THE WINDOW FRAME FLANGE TO BE BACK-DEDDED W/ AN EXT. C f88T�,P GRADE CAULK THROU13HOUT THE ENTIRE PERIMETER OF FLANGE w CC _ BY WINDOW INSTALLER CTYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYPJ 1 • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MMNRY 19 LESS THAN 1/8'• SHIMS ARE NOT REQUIRED. AN&RnR8 NOTE• \ ANCHORS TO BE 032 SMS OR WD. SCREWS INTO WMD, OR / 1/4• TAPCONS or APPROVED CONC, FASTENERS INTO CONC•, WITH A MINIML94 OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FORTI QUANTIES REQUIRED) DO PRODUCrREVISW Iwl� Plorl� BaDdft 1 eeef,886 f88T�,P eTwt tOA>18 N DBTNiL LAMtltATS I188CBII+rtOB 1 VB• AIRBALED GLASS 8 DOfA' PLASTIC RtTERLATER SENTRT61A0 OLIN 3 VB' AVEALED GLASS pop Sr I T.-11 RIDE GLOB Mommmm mmmLM•NLRO 1 VW ANM M.ED GLASS BUTACITE PVB B DA90' PLASTIC MTERIATER . O VVANNr"D GLASS pSp aEk a31.Lf= GPMNVI Dv CURIMS M Sc a r T GLAZING DCPTH s a BATLEY PVB ISBN DMDD DemariT011 I GhOURS. 1 yr Loan= I VB' NR'AT-STREM ITIM MA58 BUTICITE PVB BP '0001IT' e UV PLASTIC IITERtATER 3 VB• NEAT-RTRDtI11iG1ED An 4 1/4• RGUI.ATED AIR SPACE 4 lAr ANII."ll (BASS • • • 014 SMS V/ 1 1/4' -- MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET FOR MAX. FASTENER SPACINI NO BY VM rm INTERIOR RN @!t INSTALLER trTP! BATLEY PVB time 1/4' M 'Ij' N -!{i. wswe : • • • • EXTERIOR 9 1 ENL GRADE PERDIETER ••i • • CALL11901 NOT BT • • • • • • •• • • STI$CO OM METAL LATH MAULED TO • • • ENTERIDR GRADE PLTWMD SHEATHING • TO BE SPECIFIED UW ARCHF CT ON O.C. OPTIONS: 4XIERIOR rum AT OTMW • NOT RT LAWSON INSISTRIM TMC WOOD FRAME INSTALLATION DETAIL AUD(OGA4 MULLIOI4 sEE MULL ON APPRav FOR tAULL�V TYPE. SIEE MID MAN, N le N 3/4• SD �SFl2AI PRESSuttE Luv►A'iWMS rLAi HEAD. PNUL (SEE ELEVATION e (ALUM. 0.078" MIN. TrDpt) I TABLES FINN f1 AND FASTENER SA NOTE: THE LOWER PRESSURES OF SINGLE HUNG WWDDW OR MULL SHALT. COMM MTERIOR 1:4:0:4 • • • • • FRAME MULLING DETAIL O' PLABTIL' INTERLaTEN (� air BATLEY PVB • pMQALEp LA.ASB 'Ij' N -!{i. Bp '�LUTIA• • • • • • • • BY8ULATED AIR SPACE ••i • • • • • • • • • • •• • • GLAZING DETAILS AND • • • • • • • • OPTIONS: • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 26 6 hit ""�� m � � Q L JACK (LATCH AND SWEEP)OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE i LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS, 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (E) LOCKS ARE REQUIRED PER EACH VENT. v IQ MULLION , SIZE AND FOR ID S. TYPE, RE AND MAX. DESIGN P LDIITAT10145. ANTITY INTERIOR NOTE: THE LOWER PRESSURES OF SINGLE I/4' M" HUNG WINDOW OR MULL SHALL GOVERN d FSHIN / SEE SUM.BS.DFOR SPACINGL. 1! i NOTE: 1. ALL STEEL IN CONTACT PATH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL.: Fy 36 NSI MIN. (STEEL 18 GA. LIN. TK= - 0.M WIMM FRAME B) ALUMINUM : 6063-T6 MIN. SEALANT EXTERIOR © (ALUM. 0.076' MIN. THICK) 1 METAL STRUCTURE ATTACHMENT DETAIL I PRODUCT RBVIBHD RB7m81FHhtGD BIDrMD OumftCDf O ..0 000 0000•• • • • 0000•• 0000•• s • • 0.000• II m 1 m m S 1 t- 40 III C Q OD Oi 00 CD m OD OD OD� 00o mm (� mmwco m m m mmmmmm mmm m m m mm m m OD m SG+ CCCCG GCC C (9 44CCCm66 m0000000000000000000000000�p aDg� 00 00o b0000000000 y 000b0000000000000b00000000 • ��vr • $.a .meg •�� co • • • • 2 o x oopoffi0000 o�p' •oGomoom g°�m mmmm m� .rmmmmom0maec•ma•0mmm000mmm00m000O0 1 011bC, 0000c Ic LJ•••• • • • 0000 • 1 0000 \�♦ .� \�•♦ `� \\♦ "� `\tip a A -141 dill to CemP, M0 VBC Ll Y 9 7 ��®1 7 A� � $lr �®Qfo® 001 N.W. 90 ST. MEDLEY. FWWDA 53168 it 2 E PH No. (305) 686-8660 t MAAUFACTMR OF QUALITY ALUAUNUM 17NDOIFS AND GLASS DOORS •�'�� 0 'Q Q�� •tea e• � ssazo �-0s S`6:RiR_$-7700 SII�TGI.E HUNS F a-��E FRAME IMPA WINIIAW N. Era= R8 DEWGN PRE== CRWS. & COZM(;U ASTON OMONS DATE s h A smw ip," OO° �°"� L7700-0901 4 OF 18 O O O O O O O O O O 00000 O o 0 0 1 I �. �� Vl ppppmmmm VV Capp E�pp ppD�mmmm mmmmma� .Cp ppp mmmm te O o O o 0 0 o 0 000000 0 g 0 0 0 c OOot'S 0000 O C Dao oo 00000 ooc oo Oo 0000 oc -.1 V "Ll ¢/ 44101 m 0- m Cal mi m m'm m m m m e a A -141 dill to CemP, M0 VBC Ll Y 9 7 ��®1 7 A� � $lr �®Qfo® 001 N.W. 90 ST. MEDLEY. FWWDA 53168 it 2 E PH No. (305) 686-8660 t MAAUFACTMR OF QUALITY ALUAUNUM 17NDOIFS AND GLASS DOORS •�'�� 0 'Q Q�� •tea e• � ssazo �-0s S`6:RiR_$-7700 SII�TGI.E HUNS F a-��E FRAME IMPA WINIIAW N. Era= R8 DEWGN PRE== CRWS. & COZM(;U ASTON OMONS DATE s h A smw ip," OO° �°"� L7700-0901 4 OF FRAME HEAD L-7701 a E- 2.681 ( tinea -m awmnus ) FRAME BILL L-7702 ("l ( e 313 AWMM I FIXED MEETING RAIL L-7704 FRAME JAMB L-771"+ C VENT JAMB RAR. L-7707 o ( 6981-79L u-- AtdlglN2r ) t� .06E td69 v VENT SPRING LATCH L- 7708 BEAD GLAZING BEAD GLAZING BEAD L-7538 L-7711 L-4204 .�E 1 sari -Ts mama 1 ( saes-rs map= 1 Ii -F'% • • • • • •- • •• • • • • •• V. wu asi `. / • u • •C� ORNER rra • • • -. b� �- • • • S. AM • • • • • ( SM-" AUMM w) • • • • • • !'RAW & SASH CORNER DEPAII C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCrRBVISRG BWMgtk�wlett�l a AowPtemo No Dara 13 0 t ANN HILL OF MATERIALS ITEM B PART # REQD. DEBCR11MON REMARKB 1 L-7801 1 FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7802 1 FIN FRAME SILL 6063-T6 ALUMINUM 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUM(MJM 5 L-7705 t VENT MEETING (TIP) RAIL 6063-T6 ALUMINUM 6 L-7706 I VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM e L-7708 AS REO'D. GLAZING BEAD ( 3/8' ) 6063 -TS ALUMINUM 9 FS -006 AS REWD. FRAME ASSEMBLY SCREWS 48 X 3/4' PR IPS 10 1 FS -040 AS REDS. INSTALLATION SCREWS #14 X 1 1/4' F.H./PHIL. 11 L-7531 IAS RE0'D BULB VINYL WTS P 1/4' DIA. BULB #3033 12 PWS -003 AS REWD. FIN SEAL WEATHERSTRIP .187'x.230• 13 PVS-005 AS REWD: FIN SEAL WEATHERSTRIP 187'x.350' 14 PWS -009 AS RED'D. FIN SEAL WEATHERSTRIP .187'x.310' 15 -024-1 2 SELF ADHESIVE PILE PAD t/4' X 1 1/2' 16 L-7711 AS REG'D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS REGIA GLAZING BEAD - RADIUS 6063-T5 ALUMINUM 18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 BLOCK B TACKLE BALANCE BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 22 L-7523 1X LATCH VENT LATCH SPRING STAINLESS STEEL 23 x AS REWA GLAZING SILICONE SEE GLAZING Q SHT. 3 24 x 2 LanInated Glass SEE GLAZING DETAILS 25 HC -057-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC -058-1 2 VENT SWEEP LATCH MOLBED NYLON 27 r 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC -026-1 1 SCREEN FRAME & MESH 29 L-7730 1 PRODUCT LABEL 30 ■ r x r 31 SM -5504 AS REIVD JOINT SEALANT SM -5504 32 • S REG'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL PRODUCrRBVISRG BWMgtk�wlett�l a AowPtemo No Dara 13 0 t ANN