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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: / RECEIPT: - 1 11 _ PERMIT 1\ BER: 9 % PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION CANNED 2300 Virginia Avenue 11) Fort Pierce, FL 34982 - S$ LUCIE CoUn (772) 462-1553 APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 15580 y tAC; S 2. PARCEL ID NUMBER: 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: � E G F to L-A ( �) k\( l M B6l!9 6 . C(�� 3(o`%Yc ("0" (6 l-IR (z) "(z Kx- 4. TYPE OF STRUCTURE: SIR )C MOBILE HOME OTHER 5. OWNERS INFORMATION 6. Name: '(+ GiL (t4 C LA YIZ.111� Address: 7 5 0 O L<r f�c-S tsJ City: LNMWMD PAPk§tate: — l� Tap: 3 l Phone: `T7 Z. - -1 !J6 - Email: CONTRACTOR'S INFORMATION FL Reg/Cert #: County Cert #: a_ © Ris k Business Name: •(utZ t 4'EYL om (64c. Phone Number: nz- 2-b 5 — 'P)G3 `Z Email: b k Q-71 Q Ab b.-. com COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS -SO 1- Il,►dl . SKYLIGHTS SLIDING GLASS DOOR SWING DOOR MULLIONS OVERHEAD GARAGE DOOR [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ H 250 ,coo FEES DUE: OWNER'S AFFIDAvrr: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regula ction and z Q.,CJLC, E 1, IL 9, &A F 0- PRINT OWNER OR CONTRACTOR/QUALIFIER NAME SIGNATURE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS DAY OF , 20 Is . BY AR& r 7 CA -E /C - WH PERSONAL KNO DjgDR WHO HAS PRODUCED AS IDENTIFICATION. 04 GNAT O ARY • �/ TYPE OR PRINT NAMF F NOTARY SEAL TITLE: NOTARVf PUBLIC COMMISSION NUMBER NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMBNCEMENT MAY RESULT IN YOUR PAYING TWICE FOR nIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMIENCEMENT. =..`. f _:.�;�.:r.�str AIJOREY B. MY COMMISSION f FE 061159 � EXPIRES: March G M15 � Bonded Thru Notary Publlo llndeavritF:: x Property Appraiser - St.Lucie -4 t,nty, FL Page 1 of 1 PROPERTY RECORD CARD Terry G Clark Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification ,��,UCIE CO Site Address: 5500 Kings Hwy ParcellD: 1301-614-0153-000-9 G,G Sec/Town/Range: 12 :34S :39E Account #: 3619 Map ID: 13/12S Land Use: SF Res n a Zoning: RS-4 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Terry G Clark LAKEWOOD PARK -UNIT 12- BLK 163 LOT 1 (MAP 13/12S) (OR 915- Address: 5500 Kings Hwy 10) Fart Pierce FL 34951-2088 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 36100 Land Value: 5700 Acres: 0.27 8/18/1994 51400 00 WD 0916 / 0010 Assessed: 36100 Building Value: 30400 1/24/1994 30000 00 WD 0881 / 2021 Ag.Credit: 0 Finished Area: 1022 SgFt 11/8/1993 100 01 CT 0868 / 1072 Exempt: 25000 10/1 /1984 45000 00 CV 0446 / 0474 Taxable: 11100 8/1 /1984 45200 01 CV 0442 / 2303 Taxes: 225.85 BUILDING INFORMATION e a PA1 a 2n fa v n �s n A OPO M 1t 13TE 12 1t Exterior Features 0 View: - RoofCover: SA - Asph Shingle RoofStruct: GA - Gable ExtType: HD+ - HD+ YearBlt: 1983 Frame: - Grade: D+ - D+ EffYrBit: 1983 PrimeWall: WS - Wood/Sheath StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 2 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/Fl: STD 1/26ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth 3CNT - 3CNT S 1 1 AV AV 1983 1 0100-SF Res BI -Front Ft 88.45 131 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/prc.asp?prclid=130161401530009 4/27/2012 JOSEPH E. SMITH, CLERK^L,JTHE CIRCUIT COURT - SAINT LUCIE CO't*?mv FILE # 3699054 OR BOU 184 PAGE 2584, Recorded 05/O1/201 �, 3:48 AM NOTICE OF COMMENCEMENT Permit No. I I ny — 639 i Tax Folio No.J3�fi- State of Florida County of St. Lucie The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Leta[ Description of Prope (and street address if avallable AKt= %YdC5 3 A1Z oU t L-T ��y Ln(< I� (i 7 -Lair 1 General description of Improvement: R epi.- G- W 1 LI L1 t71_05 A D b -31 D 1Lie— If the Lessee contracted for the improvement: Name Address Interest in property: V W M F= Q Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: l 4 Contractor Address: Phone Number: 3�a� � Surety (if applicable, a copy of thg payment bond is attac ed): Amount of bond: $ Name and address: K // 1, Phone number: Lender Name:Phone Number: Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by section 7 13_13(1) (a)7., Florida S Lutes: Name_�A Phone Number: In addition to himself or herself, Owner designates lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my kno ��,and belief. �jJ"r ✓�' i. or Lessee, or Owners or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's IPMfADME RDSSAKIS Notary publk - State of FIwWA My Comm. Expires May 1.2015 Commission N EE 99263 The foregoing instrument was acknowledged before me this\day of 211 /I By IY1P � IS as /\IOT(a.v-�/ for�Q.Yrt1 62 �OLr ` Name of Person Type of authorit4e.g. officer, trustee) Party on eehalf of whom Instrument was executed �_—f1iM Q u Personally known_ or produced Identification)C. (Signature of Notary Public - State of Florida) (Print, Type, or Stamp Commissioned Name of Notary Public) Type of Identification produced Drilgr STATE OF FLORIDA ST. LUCIE COUNTY THIN 15T0 CERTIFYTHATTHI'S IS A TRUE AMD COBBECT COPY OFT1+E ORIOIN41 JO PH E JS ITH CLERK Dap ut Qa 0 3l. 1142 Water Tower Road, Lake Park FL 33403 Administration Office: 1-877-484-9994 1 Fax: 561-848-1501 South East Florida Division Dispatch: 561-844-9994 ! Central Florida Division Dispatch: 407-339-5311 Concrete Tested ❑ Yes LOT # Cylinders Taken ❑ Yes (moo _ Comments { I Jed at Customers Request gals. to lua load gals. to M load pals. to V3 load Ft siomer s nap - rrnci NOT RESPONSIBLE FOA WARNING IRRITATION 70 THE SKIN Aar�y D EYES ADDITIONAL WATER ADDED 70 THIS VARIATION IN COLOR OR i Gent polymer or Ireshy mixed concrete may cause ; kinlinry.CAvoid� P t dt withr CONCRETE WILL REDUCE ITS STRENGTH SURFACE DISCOLORATION I skin and wash exposed skin areas promptly and AND DURABILITY. ANY WATER ADDED 15 mixture gets attte toon. Keep ch+dreneaway�ir m cement repeatedly with and alll frreshlypmixed AT CUSTOMER-S OWN RISK. CH TItdE Comont products. I `l�J3g �S 1(-,3-4 t1�3 i /'7� 1 =L17-1SLUMP { DATE PLANT TICKET# ORDER • TRUCK a LOAD SIZE MIX i I .:— A r� 103 83E►Z18 i 12+Z+ 77 5. 52+ 3QaQ11Z+ REG P.D. a 711. ODECTa CUSTOMER0 SOLDTONE CC]N TRUCTZON S.RVIC 5J' 91 20NE# USE =DRIVERIDELivERY ADDRESS STIl1CIE . a laT=_ T11.111 C INSTRUCTIONS I '. J XMM PRODUCT CODE PRODUCT DESCRIPTION' • • • 5.50 5.50 S. J:004.0000 '2100 REG YD 2.00 I=IBERR IBERR 1. 0a NV I RO E'NV I RO DISPOSAL t -UEL SURCHARGE i.00 1 _ I1 1 SIGNATUR_E__OR RECEIPT -CONCRETE AND ACKNOWLECGEMENT OF H VARD WARN NG SUB TOTAL asc ..layer oncre a ompany wl na assume liiiibl[ or any grope y range or any egt�pthtrint damage for any verle yond the curb fine. TAX — —Y AUTHORIZED BY TOTAL SHIPirt NT UBJEC NDITfON #EVER 1 E. • 1 m� Am MIAMI--DADE COUNTY, FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26'h Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 3152509 NOTICE OF ACCEPTANCE (NOA) www.miamidade.uoy ra/ PGT Industries, Inc. 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 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 *ein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRY PTION: Series 14M a710" Aluminum Horizontal Sliding Window—L.M,L APPROVAL DOCUMENT: Drawing No. 4127 10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I l of 11, dated 02/28/2006 with the latest revision "E" dated 10/1712011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony" Lynn Miller, 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. 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 fled and"there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the .Building Official. This NOA revises NOA No.114630.02 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. 6P NOA No. 11 1114.04 2 $ t� Expiration Date: December 21, 2016 v prova1 Date: February 16, 2012 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 67--0815. 09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS L Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 94 Along with marked up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. -FTL--5330, dated 07118/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07 0815.09) 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 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) 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 20394 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202 94 and -per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No.11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by POT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 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, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL--5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submided under previous NOA No. 07-0815.09) CY4� �-- - Jaime D. Gascon, P. 12 Product Control Section Supervisor NOA No.11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FT"859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted reader NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 114630.02, issued to PGT Industries, Inc. for their Series "HR-710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D. GaBcon, P. E. Product Control Section Supervisor NOA No.11-1114.04 Expiration Date: Deceinber 21, 2016 Approval Date: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5116" LAMI CONSISTING OF (2) LITES OF 1/W ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER, C. 5/16" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, F. 7/16" LAMI CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 6/16" OR 318" AIR SPACE AND 6116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13116" LAMI IG: (1) LITE OF 118" OR 3116" ANNEALED (MIN.) GLASS, 5/16" OR 31W AIR SPACE AND 6118" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/16" LAMI IG: (1) LITE OF 1/8" OR 3H6" ANNEALED (MIN.) GLASS, 6H0" OR 3/8" AIRSPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .ODD DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.}GLASS, 3/16" OR 114" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/18" LAMI IG: (1) LITE OF 1/e" OR 3/16" ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN ,090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L.13H6" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 711W LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: O_X XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130D•02. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS, 6. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4659 AND FTL-5330. ELCO TEXTRON NOA: 0"721.01, 03-0225.03 ANSI/AF&PA NDS,2005 FOR WOOD CONSTRUCTION ADM-2005 ALUMINUM DESIGN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). D. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. OTECHHOLO.DRP/E Vw NOKOMI8. FL362.. -r�La`�L'.'' P.O. Sqx is" NOKOMIS, FL34274 I Visibly &a" ALUM. HORIZONTAL ROLLER HR710 I NTS { 1 d If IDOW, IMPACT 4127-10 E NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES.......3 ELEVATIONS....... _............ 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS..,.....,... 5 PARTS LIST ......... _............ 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 6 ANCHORAGE .................... 8-11 PRODUCT REVISED ���11111111 i/�, �� 24�'� • b�OENSE• •.'IC 71c: No.58705 :lul 5= PLOW �A11L A LYNNWILLEA. P.E. P.Eq wn5 21 � 10 NOM. GLASS BITE I I( 60,61,62 l �f 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5116" NOM. 5/16" LAMINATED GLASS 21 1/2" NOM. GLASS BITE f 66,67,68,68,70, 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/1B' LAMINATED 5/16' OR 3/8' AIR SPACE 1/8' OR 3/16" ANNEALED OR TEMPERED GLASS QD 13116" NOM. 13/16" LAMI IG GLASS W/ 6/16" LAMI 112" NOM. GLASS BITE C] EXTERIOR INTERIOR E> (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 112' NOM. GLASS BITE 72,73,74,75,76,77 3116" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR W AIR SPACE 1/8" or 3116" ANNEALED OR TEMPERED GLASS, 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. '0 TECHNOLOGY DRIVfi """�• "' ""' •' •""' NOKOMIS FL 34275 Ttlp P.O.BQxlUa —ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NOKOMM, FL34274 visa (y Baw " FUII 1 2 d 11 i�4127-10 E PRODUCTRHVISED ex mmpiylnS whdt theFlorlda BDilditty, Colo 4 A txnwNo Data IY M D"doPra aet B \�,\',' LYNN yQ� '��ii ���• VcENSE '' �� �'� No. 58705 LU- s 2�� PLo /'",SSION,A'1L� A. LYN�tvtN.ER, RE P.E.06B705 TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 318" 4B" 80 5/8" 54" 80" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +00.0 .60.0 +60.0 -60.0 +60.0 $0.0 99" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 58.8 +56.2 56.2 106 318" A,B,G,H +60.0 -60.0 +60.0 .60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0. -60.0 +55.2 55.2 +52.3 52.3 108" I A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 51.7 111" A,B,G,H +60.0 $0.0 1 +60.0 -60.0 +60.0 -60.0 +60.0 $0.0 +60.0 .-60.0 +59.5 59.5 +53.8 -53.8 +50.9 50.9 UP TO 111" C,1 +60.0 $0.0 Up TO 111" D,E,F, J.K_L +75.0 -75.0 TABLE 2. XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TOI 63" TO 88 7116" A,B,C, G.H.I +60.0 -60.0 I TO 86 7116" TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W1 SAME DLO ARE 1" SMALLER) WINDOW GLASS I WINDOW HEIGHT WIDTH TYPE 26" W. 38 3/8" I 1 60 5/8" 64" 601.1 63" 60" A,B,G,H +75.0 .76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 1 +75.0 1 -75.0 +75.0 66" A,B,G,H +75.0 -76.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 1 +75.0 1 -75.0 1 +75.0 1 -76.0 +74.2 1 -74.2 +70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.8 -69,6 +65.2 74" A,B,G,H +75.0 -76.0 +75.0 -Wi 0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 $8,1 +63.8 UP TO 74" C,D,E,F, I.J.K. L +75.0 GLASS TYPES: TEST REPORT FTL4858 ()(OX), FTL-4859 (OX & XO) AND FTL5330 A. 6/16" LAM[ - (1/8" A, .090,1/8" A) G. 13116" LAMI I13-1/8" OR 31167A (MIN.), 5116" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) B. 5/16" LAM[ - (1/8" A, .090,1/8" HS) H. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) I. 13116" LAMI 0-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIRSPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) J. 13116" LAMI I0-1/8" OR 3/16"A (MIN.), 3/16" OR IMPSPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) E. 7/16" LAMI - (3/16" A. .090, 3/16" HS) K. 13/16" LAMI I10-1/8" OR 3/16"A (MIN,), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) F. 7/16" LAMI - (3/16" HS, .090, 3116" HS) L 13116" LAMI IG-118" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) 'O TECHNOLOGY ORNE rv.v", .•..vvv.....v NOKOMIS. FL 39276 ' P.O. eqx ism LALUM HORIZONTAL ROLLER WINDOW NOKOMIS, FL 391/4 T?eJb(y Better FaP710 AITS 3 a 11 m4127--10 -75.0 70.2 1 FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. PROUOCI'REVISED $3.8 ne complying willtlha Florida 1)ullding Coda Accapmnca NO i VNN M/, /i i �CgNSF. ZF,p :. D�.' � SYATE o� •._�: A.�S�`/OiNA�•��• P.E.0 5SAIS If 27 3/8" MAX. DLO 64 6116" MAX. DLO FIXED VENT 110" MAX. WIDTH I.F. FRAME =jl 111" MAX. WIDTH FLANGE FRAME 6 1 DL F L DETAIL B - XOX (1/4-1/2-1/4) i DLO FIXED C 0/ IY IYIM. DLO VENT — — 63" M — FLAN q I A FRM ALI IAX./ MAX. ALL DLO ALL XE XED / I / / VENTS 82° MAK TES I.F. FRAME O I X ALL CONFIG. C 73" MAX. WIDTH I.F. FRAME ' I 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO '0 TECHNOLOGY DRIVE NOKOMIS. FL 34278 P.O. BQK 1629 NOKOMIS, FL 34274 X. 'E E o. 2727 MAX. DLO DLO � MAX. OLD VENT FIXED D D 110 grgp VIM,' x 0 x 86 7/18" MAX. WIDTH I.F. �+ 6 7/10" MAX, WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET SAT HEAD AND SILL F.FRAME 1b 13 FLANGE FRAME 1.YNN ��a��•oCENSE VIEW D-D (FRAME CORNER CONSTRUCTION) 1 * NO.58705 Lu- ELEVATIONS i FLORIOP•'' G ILlJM. HORIZONTAL ROLLER WINDOW IMPACT SSlONA1- 'C. HA7 0, AITS 4 a 11 "4127-10 E A. L�P E 058705 P.E MAX. I HEIGHTLANGE F FRAME MAX `.J SECTION C-C (VERTICAL SECTION, FLANGE INTERIOR - -I �— MAX. FD ED DLO --I i +--- MAX. WIDTH (FLANGE FRAME) 99 ' SECTION B-B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL SECTION, I.F. HEAD (VERTICAL SECTION, I.F. FRAME) P.O. BQX 1628 I-��- .vim.... ..�..._�.... .... .��.... NOKOWS. FL 84470 HRo Half 117 a ff 1 F;wm4f27-10 MAX. VF54T DLO MLODU('T RSV[96D .. mpl7ing wilt w Flmldo Building Code _ _ , _ LYN IV * No.58705 a y E.�Lu 87AOF A. L4 WLLEI' P.E. P.E.B 58"5 36 1016 #8 X ,625 PH. FL. SMS 1 7858 37 4126 SASHSIDERAIL 6063-T5AL 64126 38 1683 WSTP..250X.270BACK, FIN SEAL 61683G 39 7070 1 JBULB WEATHERSTRIP. 187 X.275 67070K 40 1 1 ILIFr RAIL COVER CAP 41 4139 I.F. FRAMEHEAD 42 4140 LF. FRAME S11.L 43 4141 ].F.FRAME JAMB 50 GLAZING SILICONE, DOW 899, 995 51 1224 VINYL GLAZING BEAD BULB GH, .52 1225 VINYL GLAZINGBEAD BULB 53 4039 1 B IGLAZING BEAD - 5/16" 54 4044 1 B GLAZINGBEAD-5116" W/GRILLK 55 4222 A GLAZINGBEAD-7/16" 56 985 C GLAZINGBEAD-7/16" W/GRILLK 59 4067 GLAZINGBEAD-13/16" 60 GLASS 5/16" LAMI 1/8" A .090 PVB 1/8" A 61 " 5/16"IAMI 1/8"A,.090PVB 1/8"HS 62 5/16" IAMI 1/S" HS,.090PVB, 1/8" HS 63 7/16" IAMI 3/16" A, A90 PVB, 3/16" A 64 7/16" IAMI (3/16" A-.090PVB. 3/16" HS) 6063-T6 AL 6063-T6 AL 6063-T6 AL L 'C' L 64139 0 TECHNOLOGY DRIVE NOKOMIS. FL34275 P.O.09X 1020 NOKOMI9, FL 34274 ffEM DW(NIREVI DESCRIPTION I MAT'L PM 66 GLASS 13/16' IAMIIG-I/8"A (MIN.), 3/8"AIR SPA 5/16" IAMI ]/8"A .090PVB,1/8"A 67 13/16' IAMI1G-I/8"A(MIN.),3/8' AIR SPACE, 5/16' IAMI IIVA .090 PVA 1/VHS 68 " 13116" LAMI IGI/8"A (MIN.), 3/8" AIR SPACK 5/16" IAMI 1/8"HS .090PVB 1/8'HS) 69 ' 13/16" IAMI IG3/16"A MIN.).5/16' AIR SPACE, 5/16' LAMI 118"A, .090 PVB 1/8"A 70 13/16' 1AMIIO-3/16"A MIN.), 5/16" AIR SPACE, 5116' LAMI 1/8"A .090 PVB 118"HS 71 INW LAMIKI-3/16"A(MIN.),5/16" AIRSPACE, 5/16" LAML 1/8' HS,.090 PVB, VFW 72 13/16' IAMI 1G-1/8"A(MIN.),1/4" AIR SPACE~ 7/16' IAMI /16"A .090 PVB, 3116'A 73 13/16' LAMI IGI/8"A (MIN.), IX AIR SPACE, 7/16' LAMI 3/16"A .090 PVB, 3/16"HS 74 " 13/16" IAMII13-I/8"A (MIN.), 1/4" AIR SPACK 7/16" LAM[ 3/16"HS,.090 PVB, 3/16"H9 75 ' 13/1'6' IAMIIG3/16"A 3/16" AIRSPAC 7/16" IAMI 3/16"A,.090P 3/16"A 76 13/l6"IAMIIO.3/16"A ,3/16"AIRSPACE,7/16"IAMI3/16'A,.090PVB3/16"HS 77 " MIS' IAMI IG•3116"A(MIN.),3/16' AIR SPACE, 7/16" LAMI 3/16'HS .090 PVB, 3/16'HS 90 1014 SCREEN FRAME (HOR. & VER.) 3105-H14 AL 91 1630 SCREEN CORNLIRKEYW/RING'S FOLYPROP. 92 1631 SCREENCORNHRKEYW/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST.' 94 1624 'CREENSPLINF,-.135D1A.FOAM EMPVC 95 1635 SCREEN SPLINE-.135 DIA. HARD Em PVC 96 SCREEN CLOTH 2.710 —] 2.624 r062 41 I.F. FRAME HEAD #4139,6063-T8 2.784 062 3.152 .082 1 988 43 I.F. FRAME JAMB #4141, 8083-TB 2.71D 42 I.F. FRAME SILL #4140.6063-T6 `�� nwrn. uv��u-w�sri�. iwu.a-,� rrnwvrq i pCt7C7 61f�'wart "a11C "IYIY MIdOMI HFMO NTS 6 e 11 4127--10 PRODUCT REVISED as complying with die Florida AufminD Cola e.,.-.,w.-...",.. 1 I — I 1 \b * ' NO.68705 srrir' oz �Ly ��''csS/ONA,1RA1.` A LYNNIA�ILLEP.E. P.E9 68706 .062 1. 73 L 4 1. 73 1--2.710—+ O FLANGE FRAME HEAD #4102A,6063-T6 1 ---4 -.062 .49D T—j::-1.451� O SASH STOP #4026, 6063-T5 .062 3 .30+ 21 SASH TOP & BOTTOM RAIL #4133, 0063-TO .050- .076 1.09s �►--►I 54 GLAZING BEAD, 5/16" #4044B,6083-T5 (USED W/ GRILL KIT) SKEET 1.122 [--2.710— -4 O FLANGE FRAME SILL #4136,6083-T6 .061 .437 T- A6 O HORIZ, ROLLER TRACK #4131, 6063•T6 V 78 .0s2 �{ 1.081 32 SASH MTG. RAIL #4008D,8083H6-T8 050 I 878 1.098 I555+LLT 55 GLAZING BEAD 7/16" #4222A,6063-T5 52 1,187 .062 3.00 O FRAME SILL ADAPTER #4137, 6063-T6 Y' 1.403� 17 FIXED MEETING RAIL #4054S,6063HD-T8 37 SASH SIDE RAIL #4126,6063-T5 1.116--1� 56 GLAZING BEAD, 7/16" #91M, 6063-TO (USED W/ GRILL KIT) P44 738 O SASH STOP COVER #4053,6063-TB I�-2.784 1.363. 1 .062 13 FLANGE FRAME JAMB #4002A,6063-T6 678 1.096 i f 53 GLAZING BEAD, 5116" #4039B, 6063•TS .683 050 t -1 1.097 GLAZING BEAD, 13/16" `J #4087, 6063 T5 '0 TECHNOLOGY DRNE PA—LU'M',-H0,-Rl,Z-ONTAL NOKOMIS,FL3/976tic;_ ROLLER WINDOW, P.O. BQX L 84 _ NOKOML4, FL 3aT7� Visib(y Bean• H9I]�% 1 11 �4127-10 PItODUCTRFiVISED ny eomptyhlg wK6 tIK: pl"ridu Bu0dlugCode AMC tanDDN0 1 - G% Deco @edo uct afro �lunur7, IYNN M No. 58705 sue +_ �uj '1j111 I11111�� A LYN�MILLER, Pfi F.E.D66705 ANCHOR QUANTITIES, XOX (114412414) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX 3- 912 STEEL SCREWS (G5) m 2. GLASS TYPES: m D FOR INSTALLATION IN THE HVHZ ABOVE 30 A. 6/16" LAM[ - (1/8" A,.090,1/8" A)ly FT, GLASS TYPES G - L SHALL HAVE A B. 6116" LAM[ - (10A..090. 1/8" HS) C. 6/16' LAMI - (US' HS,.09D,118" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 2 D. 7/1 B' LAMI - (3/16" A,.090, 3/10" A) ANCHOR QUANTITY REMAIN UNCHANGED. 3 E.7/16" LAMI -(3/16"A,.090,3/1("HS) 3 F. 7/16' LAMI - (3/10" HS,.090, 3116" HS) G. 13/16" LAMI IG -1/6" OR 31W A (MIN.), 5/16" OR 316" SPACE, 6116" LAMI - (118" A,.090,1/8" A) 3 H. 13/16' LAMI IG -118" OR 3/16" A (MIN.), 5116" OR 3/8' SPACE, BMW LAMI - (118" A,.090,1/8" HS) 3 I. 13116" LAMI IG -1/8" OR 3116" A (MIN.), 6/10" OR 3/8" SPACE, 6/18' LAMI - (118" HS,.090' lAr HS) J. 13/16" LAMI IG -1/8' OR 3/16- A (MIN.), 3116' OR 1/4' SPACE, 7/16- LAMI - (3/16- A,.090, 3116- A) 13 K. 13/16' LAMI IG -118" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116" A,.090, 3/16" HS) 2 L, 13/16" LAMI IG -1/8' OR 3116" A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16" HS,.090, 3116- HS) 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3 HEAD & SILL: 10 V2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 3 25 314" MAX. FROM CORNERS. JAMBS: W MAX. FROM CORNERS AND 2212" MAX. O.C. 3 TABLE KEY: 2 X 0 X 3 1+C3+4+C3+1 3 NCHOR QUANTITY PER JAMB 3 HEAD AND SILL ANCHOR QUANTITY. 3 A CLUSTER OF'(3) ANCHORS CENTERED PLUS 3 AT EACH MEETING RAIL ABLE V) ANCHOR AT EACH OPERABLE VENT 3 PLUS (4) ANCHORS AT FIXED SECTION. 2 (12) ANCHORS TOTAL AT HEAD AND SILL, 3 (B" MIN. O.C. ANCHOR SPACING) 3 3 25 314"max. --J ---W MIN. 3 -•-•1 1 1 -1---1-1 3 8^X 0 X 2 I1 - PRODUCI`RTivlsED 3 MTG. RAIL, TYP, ascomplying will) droi7Orldo BuildingCodo 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS A, pl-No a a De Ga 3 (SHOWN IN TABLE KEY ABOVE) 3 Nti 024OPMdurtcon 3 28 314"MAX. 2 1/2" TYP. 3' MIN. If LY N 3 9"REF. `Y LYNN 9 X O X Pa�,.•'V\CENSF' 3 -f_ _� * * ' NG. 507p5 3 MTG. _ 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS^'j� -� ° �\ owacda �� I �1 �` ;' Lv ANCHORAC�ESPACING XOX 11'4-112-114 ~'O��'•_ sF1'A E F , ,=!(1� �� <ORIDp`.•' , ALUM. HORIZONTAL ROLLER WINDOW, IMPACT �''sis/ONAL E: ol\ //rI1 111 °0�" �" °YiM0Y16 a,r. A. LYNN MIA P.E. HR71a NTS 8 a 11 4127.10 E P,E.66B7IXi ANCHOR TYPE &SUBSTRATE GLASS TYPES A,B.C,O,H.1 GLASS TYPES D,E,F,J,K,L 2,3. WOOD 2, CONC 1, CONIC 2,3, WOOD 2, CONC 1, CONC - ZONES ZONES ZONES ZONES ZONES TONES WINDOW SIZE HEAD & SILL 0 to HEAD & SILL CO HEAD & SILL m HEAD & SILL m m HEAD & SILL m m HEAD & BILL 53.126x 38.376 48.000 50.625 54.000 BO.ODD 63.000 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C241 3 1+C2+1+C2+1 3 14C2+1+C2+1 14C2+14C24,1 3 1+C2+1+02+1 3 1+C241+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+02+1+C2+1 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2r1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 60.ODO x 38.375 46.000 50.W5 54.000 60,000 63.000 14C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+02+1 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C241 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+2+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 14C2+1+C2+1 3 1+C2+14C241 3 1+C2+1+C241 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 14C2+1+C2+1 3 1+C2+14C2+1 0 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 1+02+1+C2+1 3 1+02+14C2+1 3 1+C2+1+02+1 0 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 14C3+2+C3+1 74.000x 38.375 48.000 SM625 64.000 6D.000 53.000 1+C2+2+02+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+24C2+1 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 14C2+2+02+1 3 1+C2+2+02+1 1+C2+2+C2+1 3 1+C2• 1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+CZ+2+02+1 3 1+C3+2+C3+1 1+02+2+02+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 84.000 x 38.376 48.000 60.026 64.01)0 50.000 83.000 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C241 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 14C2+34C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C•2+1 3 1+C2+2+02+1 3 1+C3+3+03+1 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C•2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+CZ+1 3 1+C4+34C4+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+24C3+1 3 1+C3+24C3+1 3 1+C2+2+C2+1 3 1+C4+34C4+1 108,376x 39.376 48.000 60.625 54.000 60.000 63,o00 1+C2424C2+1 2 1+C2+2+C241 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+02+1 2 1+C2+4+C2+1 1+C243+C2+1 3 1+02+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3r3+C3+1 3 1+C3+3+C3+1 3 14C3+3+C3+1 3 1+C3+4+C3+1 i+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+04+4+04+1 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+04+3+C4+1 4 1+03+3+CS+1 3 1+C4+4+04+1 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 3 1+04+3+04+1 4 1+C4+3+C4+1 3 1+C5+44C5+1 111.000x 36.375 48.000 50.826 54.000 60.000 63.000 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3rC2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 1+C2+3+C2+1 3 1+C2+24C241 3 1+C3+s+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+9+03+1 9 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+03+4+03+1 1+C3+3+03+1 3 1+C2+2*C2+1 3 1+C3+3+C3+1 3 1+C3+3+03+1 3 1+C3+3+C3H 3 1+C4+4+C4+1 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1#C4+3+C4+1 4 14C3+3+C3+•1 3 1+C4+4+C4+1 1+P3+3+C3+1 3 I 1+C2+2+C241 3 I 1+C4+3+C4+1 3 14C4+3+C4+1 114 1+04+3+C4+1 3 14C6+4+C5+1 Rn v r J.J os • f0/f7Nf a+wm,: E NOCffANGE THIS SHEET OaNE rR.' n.• e/sonf D DDED/O CAP TOBETEMPERED +soFTNOTE 1070 TECHNOLOGY noxoMls,FLsa2Ta P.o.agx laze NOKOMIS, FL UV4 F.K. 4/1W07 C UPDATETABLE4, SELECrVALUES DUETOANOHOR CAP. Ap,/ FK 2MM6 J.J p,� Saw Ylalb& Barrel ANCHOR QUANTITIES XOX (113-1/3-1131 WINDOWS TABLE6 NOTES: GLASS TYPES A.B.G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE & SUBSTRATE 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CREf E•FLEX 3 • #12 STEEL SCREWS (G5) m 2. GLASS TYPES: AWINDOW 2.3. WOOD 2, CONC 1, CONC 2.3. WOOD 2. CONC 1, CONG ZONES ZONES ZONES ZONES ZONES ZONES m m m m m 812E HEAD & SILL HEAD'& SILL HEAD & SILL HEAD & SILL HEAD 8 SILL HEAD 8 SILL A. 6/16' LAMI - (1/8" A,.090,1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W v 11 B. 5flW LAMI • (1/8" A,.090,1/8" HS) FT, GLASS TYPES G • L SHALL HAVE A 21 C. 5/16- LAMI - (1/8" HS,.090,1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE OP AND 3 D. 7/16- LAMI - (3/16" A,.090, 3116" A) ANCHOR QUANTITY REMAIN UNCHANGED. 3 E.7/I6-LAMI -(3/16"A,.090,3/18" HS) F. 7/16" LAMI - (3/16" HS,.000, 3/16" HS) 3 G. 13/16'LAMI IG -1/8" OR 3118" A (MIN.), 6N6" OR 3/8" SPACE, 6116" LAMI - (1/8" &090, 118-A) 4B.000 x 38.376 48.000 60.626 54.000 1+C2+1+C2+1 2 14C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+02+1 2 14C2+1+C2+1 2 1+C2+1+C2+1 1+02+1+C2+1 3 14C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+14C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1 1+C2+1+02+1 3 1+02+1+C2+1 60.000 63.000 3 H.1311W LAMI IG -1/8" OR 3/18" A (MIN.), 5/16" OR 3/8" SPACE, 6/16" LAMI - (1/8"A,.090, Va. HS) 3 1. 13/18" LAMI IG -11W OR 3/1 W A (MIN.), 5/16" OR 3/8" SPACE, 5/18" LAMI -(1/8' HS,.090,1/W HS) J. 13116" LAMI IG -1/8. OR 3/16" A (MIN.), 3/16" OR 1/4' SPACE 71161 LAMI 4 (3116" A,.090, 3/16" A) 2 K.13N8' LAMI IG -1/8" OR 3/16" A (MIN.), 3M6" OR I1,V SPACE, 7M6" LAMI -(3H8" A,.09D, 3/16" HS) 14C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 14C2+1+C2+1 3 1+C2+1+C2+1 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C3+1+C3+1 63.125 x 38.975 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 46.000 3 L, 13/18" LAMI IG -1/8" OR 3/16" A (MIN.), 3116" OR IK' SPACE, 7/16" LAMI -(3116, HS,A90, 3/16- HS) 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+14C2+1 60.826 84.000 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+C2+1+C2+1 3 1+C2+14C2+1 $ 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+14C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 60.000 3 63,000 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 2 263/4" MAX. FROM CORNERS JAMBS: 8" MAX, FROM CORNERS AND 2212" MAX, O.C. 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 14C2+1+C2+1 3 1+C3+1+C3+1 60.00Dx 38.376 1+C2+1+02+1 2 1+C2+1+02+1 2 1+C24.1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+14C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 4B.00D 3 TABLE KEY: 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 14C241+C2+1'3 1 1+C2+1+C2+1 50.625 3 X O X 64.000 3 1+C3+1+ 73+1 FSANCHOR QUANTITY PER JAMB 1+C2+1+C2+1 9 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 6D.000 3 1+C2+14•C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 14C2+1+C2+1 3 1+C3+1+C3+1 83.000 3 HEAD AND SILL ANCHOR QUANTITIES 2 A CLUSTER OF IN) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 9 14C2+1+C2+1 3 1+C3+1+C3+1 66.000 x 3B.376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+14C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C241+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 48.00D 3 ANCHOR AT EACH OPERABLE VENT 60.625 3 PLUS (1) ANCHORS AT FIXED SECTION. 1+02+1+02+1 3 1+C241402+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C241+C2+1 3 1+C3+1+C3+1 64.DOO 1+C2+1+02+1 3 1+C2+1402+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL 00.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 14C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (3" MIN. O.C. ANCHOR SPACING) 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2414C2+1 3 1+C3+1+C3+1 63.000 3 2 2S 314" MAX. 74.000 x 38.375 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 48.000 3-+{[--3' MIN. 1+02+14C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 9 1+C3+1+C3+1 50.625 54.D00 1+C2+14C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 14C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+14C3+1 3 3 9" Rom' X O X 1+C2+1+C2+1 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 1+03+1+C9+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 60,000 63.000 3 _ _ 3 asOmplyimDUCT BYIS80 MTG. RAIL, TYP. as wmy111a6wOhOwl7odda 2 !>t'Od4�pC°4o 3 EXAMPLE CLUSTER W1 QTY. OF (3) ANCHORS Aee4ptnnce>� � 3 (SHOWN IN TABLE KEY ABOVE) ' 84.000x 38.376 4B.000 60.625 1+C2+14C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 2 1+02+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 14C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+14C2+1 3 1+C3+1+C3+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 64.000 3 ffieProd atto 1+C2+14C2+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+14C2+1 3 1+C3+1+G3+1 60.000 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 14C3+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 53/4"MAX. 41 112"TYP. I---WMIN. 1�utltl� 2 `�,%ONY LYNN 3 9" X O X �� ��,••'`10ENS`--.le 3 �' 3* No.58705 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+03+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 86.437X 38.375 48,000 50.625 54.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 I4C2+1+C2+1 2 14C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2414C2+1 3 1+C3+1+C3+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+14C2+1 3 1+C3+1+C3+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 SO COO 63,000 4 MTG. RAIL,TYP. _ EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 4 2 ' mmm s�Q •••. STA �' .' LG ANCHORAGE SPACING XOX 113-113-113 ; `� '' FcoRro�.• ' ��'� q�UM.NORIZONTALROLLERWINDOW,IMPACT ��/SSIONAI-E�G��\ /lilt 1111 Better °1 M1 °p1S °ems °""� �-"'� "� A. LYNN M'LL-k PE HI?7r0 NT5 9 n 11 4127-10 E P.FA 58705 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+04+1+04+1 rmw J.J. i 1a17/1r a a NOCHANGETHISBHEET ORNE J,R.' snarl R D ADDEDl6 CAP TORE TEM1fPERED +aOFTNOTE 1070 TECHNOLOGY NOKOMIS,FL3427b P.O. BQx 1620 NOKOM01 FL 34274 F.K. Mf5/07 C UPDATE TABLE 58ELECTVALUE8 D1/E TOANCHDR CAP,ADJ Vitlbly p �M py F.K. , 1/28A7H goek.a , J.J. y� alm ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1-1/4"ELCOTAPCONS 2-114"ELCOSS4CRETE-FLEX 3-#12STEEL SCREWS (GS) 2. GLASS A. 5/15' LAMI - (1/8" A,.090,1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 ' B. 6/16° LAMI - (1/8" A,.090,1/8 HS) FT, GLASS TYPES G - L SHALL HAVE A C. 6/16° LAME - (1!8" HS,.O9D,1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 0. 7/16- LAMI - (3/16"A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16' LAMI - (3116" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,A80, 3116" HS) G. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 6/16" OR 318" SPACE, 6/16" LAMI - (l/6" A,.090, 1!8" A) H. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 6/16" OR 3/8" SPACE, 6/1W LAMI - (1W A,.09D,1/8" HS) I. 13116" LAMI IG -11V OR 3/18" A (MIN.), 5/16" OR 31W SPACE, 6/16' LAMI - (Vil" HS,.090,1/8" HS) J.13116" LAMI IG -1/8' OR 3/16" A (MIN.). 3118" OR 1W SPACE, 7/16" LAMI • (3/16' N.090, 3/16" A) K. 13M 6" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16' LAMI - (3116" &.090, 3M6" HS) L. 13/16" LAMI IG -118' OR 3/1W A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS, FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD &SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX, FROM CORNERS AND 221/2' MAX. O.C. TABLE KEY: O X 2+C3+2 3 -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES NCHORS A CLUSTER OF (HE MEETING CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 8 3/4' MAX. (-3° MIN. 9" REF, X_ 0 PRODUCE REVI80D MTG. RAIL as complying with the Florida DelhDagCadc A EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS ncccvton5 No Da (SHOWN IN TABLE KEY ABOVE) r;lpwqp� 1 MiamiDadaPro ct mro 83/4°MAX 1 1/2•' TYP. ff 3"MIN. t t t I r r i 8" REF. X O ���aOt,V LYNN �.• �tGENSE'.lFp = *' No.58705 MTG.RAIL EXAMPLE CLUSTER W! QTY. OF (4) ANCHORSr-1 ANCHORAGESPACING OXANDXOWINDOWS%O'er F(pRi0P,•' i�s''••,,••••„ G ALUM. ONTALROLLERWINDOW, IMPACT E���� Better B1t''11iia°� Q°1k a�r,e p1YTee° �' A LYNN # S8705, P.E. HR710 NTS 10 a 11 4127-111 E P.EY 6S706 ANCHOR TYPE IIISU13STRATE GLASS TYPES A,B,G.H GLASS TYPES C,D,E,F,I,J,K, L 2.3. WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H O � w N = a1 m ' h M -V O = oD m g ' O � N = eti y g ; O to _ ctl m g ' � y Z °r1 cn 37,000 x 38.376 48.000 60.625 64.000 60.000 63.000 1+C2+1 2 1+02+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+102+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+102+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 48.000 x 38,375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1 1+C2+1 2 1 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+102+1 3 1+133+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+03+1 3 1+C2+1 3 1+C3+1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02+1 2 1+02+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 C3+1 iC3+1 3 1+C3+1 3 1+02+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 3 1+C3+1 4 1+02+1 3 1+C3+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+21 4' 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 66.000 x 38.375 48.000 50.625 54.0D0 50.0M 63,000 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+103+1 3 2+104+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 74.000 x 38.375 48.000 50.625 64.000 60.000 83.000 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 %42 4 2+03+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 4 2+c3+2 a 1+c3+1 3 2+C4+2 a 2+c4+2 5 2+C3+2 5 Rrr ton7nl E NOCHANOE7HI88HEET DRIVE JJ7. d, rtm d/10/11 D ADDEDIGCAP TO BE TEMPERED +80"NOTE, 10T0 TECHNOLOGY NOKOMIS, P.c•ecx+s2e NOKOMIS, FL 34270 FL 34274 F,K. 4n6/o7 C CHO.TABLEtiTOQ68E1EOTYALUE8DUE70ANCN0R CAP. ADJ Vbib(y e,�i,,18yt FJT. csy, Y/YB/D9 JJ. p� 3/19/OB 1 3/4"MIN. E.D. TYP. I�r 2x WOOD BUCK, NOTES: MIN, 3.4 KSI NOTE 3 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO CONCRETE 1 318" TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" S84 CRETE-FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. NOTE 1 1x WOOD BUCK, — 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G6) OR 114" 384 CRETE-FLEX WITH �— NOTE3 #12 TRIMFIT HEAD. 1/4" 1174 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED MAX. MAX. DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD CONCRETESHIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. WOOD ANCHOR, ANCHOR, NOTE 1 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM DETAIL A NOTE 2 DETAIL. B OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1 /4" MAX 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM I 1 318" 1/4" MAX. SHIM 1 1/4" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. I (1.5 KSI CMU) to OR a , �•' • PER NOTE 1 ' (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR NOTE 2 NOTE 1 1 3/4• aEXTERIOR � INTERIOR �% '• 'MIN. E.D (HEAD & SILL DETAILS A, B, C. D, G & H) .. .. 2x WOOD BUCK NOTE 3 1x WOOD BUCK, NOTE 3 TYP.4 SEE NAILINI INTERIOR DETAIL E DETAIL F (JAMB DETAILS E, F & I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE ANCHOR NOTE 1 114" MAX. SHIM 1 314" MIN, MIN. 3.4 KSI E.D. TYP. �`•'' CONCRETE 2x WOOD ' DETAIL C BUCK, NOTE 3 DETAIL Dx TYPICAL FLANGE FRAME SILL SECTIONS WOOD ANCHOR, NOTE 2 ' z MAXAX , SHII SEE / 1MIN. NAILING DETAIL H (HEAD) NAILING .131 DIA. MIN, x 2 112" NAIL IN AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. O SEE NAILING DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS P. NOZ IS O. BQXFL9d21528 7d I-�� Viefb7YBetter HR710 l Hafl 11 all 1 4127.10 w4h t1w rloridd '11..11I 1111111// LYNN *' N0. 58705 ' 0' TA I ��''�%Ss�ONAL E�.�`• 111I Illl1 A. LYNN LIIER. P.E. P.E.058705 lMMIAMI--DADE COUNTY, FLORIDA fffml PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 20h Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3152590, F (786) 315 2599 NOTICE OF ACCEPTANCE ff 0A) mmm.Milmidadeg&yJagrof PGT Industries 1070 Technology Drive Nokomis, FL 34215 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. DESCRIPTION: Series "SH 700" Aluminum Single Hung Window - L.M.L APPROVAL DOCUMENT: Drawing No. 4040 20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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. LIMITATIONS: Miami -Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). 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. 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 No. 11-0405.10 and consists of this page 1, evidence pages E-1, E-2 and E 3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. NOA No.11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, 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 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 2) Large Missile Impact Test per FBC, TAS 20194 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1, 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 0 7-0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame; prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL4649 and FTL-4723, dated 10105 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05 1018.01) t Jaime D. Gaseo , P. E. Product Control Section Supervisor NOA No.11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDEN" SUBMITTED B. TESTS (CONTINUED) 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) Neater Resistance Test, per FBC, TAS 202 94 4) Small 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-101 & 01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202--94 2) Large Missile Impact Test per FBC, TAS 201 94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTE--4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) C. CALCULATIONS ; I. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No.H-0128.03) 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 09/08111, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gasco y P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE. SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FIP"723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06 and 05-101 S. 01) G. OTHERS 1, Notice of Acceptance No. 11-0405.10, issued to PCYT Industries for their Series "SH-700 Aluminum Single Hung Window - L.M.V, approved on 04/21/2011 and expiring on 03/23/2016, 94 Jaime D. Gas , Product Control Section Supervisor -NOA No. I1-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. S. 6/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/1WANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 311W HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 6118" LAMI CONSISTING OF (2) LITES OF US"ANNEALED GLASS WITH A NOA DRAWING MAP .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. © H.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 518" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE SHEET OF 11W HEAT STRENGTHENED•GLASS WITWITH A .090 DUPONT BUTACITE CR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES.............1 1.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS GLAZING DETAILS ............ 2 WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. DESIGN PRESSURES....... 3 J.13/16" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A ELEVATIONS.. ................... 4 .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER, VERT. SECTIONS ............. 5 K.13I16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 718" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LR•E HORIZ. SECTIONS....,..,..,, 6 OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. PARTS LIST ....................... 6 L.13/1W LAMI IG: (1) LITE CO 118" TEMPERED_ GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16"HEAT STRENGTHENED GLASS EXTRUSIONS...,. ..... 7 WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. CORNER DETAIL .............. 7 ,&M.13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACEAND 5/18" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR ANCHORAGE.................... 8-11 SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUSTOP, ALL W/ LOW OR HIGH SILL OPTION) ®3, DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4, ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS, 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET, ®7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647. FTL-4648, FTL-4849, FTL-4850, FTL-4851, FTL•4723, FTL-4957, FTL4956 AND FTL-W83. ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL PRODUCiREVIS13D as congtlyinS wilt the Flwide S. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY Hulldi"" Code t Am tmc No 1 aF Do ® HURRICANE ZONE (HVHZ). ,A,7" lllllll % ..... ' tic. _ D1�ll w~ %�� J.,, 40*7n1 D 2010FBCVPDATE 1070TECM01.00YDRNE P T GENERAL NOTES '•., ajPt��pP.' C9�: 'i� Q� ........... • aR. aam7nl c TYPETO CHANGED TEs NowoM18,F134276 ROKOMIid F1629 2r4 ALUM. SINGLE HUNG WINDOW IMPACT ° a.�„� ra, D FsSIONP;��`�� A. LY'i�iAINILUM, P.E. � Helot a 07EAADD 00NT9S e17. r T> irislbb Better 013 Fr DMHur _1.1 ��sm� I 8N700 NTS I 1 + 11 4040.20 FL P.E.# 68706 1/2" NOM. GLASS SITE R 10.81 or Be - T118" ANNEALED OR HEAT STRENGTHENED GLASS .000 SOLUTIA OR DUPONT PVB INTERLAYER 1W ANNEALED OR HEAT STRENGTHENED GLASS 6118" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS SITE 36,87�� 19.90 or 91 W. SITE ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR (ALL SECTIONS) 3118" ANNEALED OR HEATSTRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7116" LAMINATED GLASS 0 1/2" NOM. GLASS BITE PRODUCT REVISED as complying with the Pimida 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUITIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS t 1 I I I I AIR SPACE TED AIR SPACEATED ��`� o �YNN • .:�< 1/8"ANNEALEDORTEMPERED GLASS © 1/8"TEMPERED GLASSQ \�`��0,•��OENSE .,,*/// 13/1VNOM. 13118"NOM. ¢�';' S8T05 13116" LAMI IG GLASS W/ 5/16" LAM] 13116" LAMI IG GLASS W/ 7/16" LAMI : No w rt wvey o� R.vmo&l cu"uwc %'0 •'' tpzle of _` R aoro�--- D nIOCHANGE87NISSHEET _GLAZINGDETAILS :'A ••''• s A•' G +olata:cnnowcirDRIVE ',0,�. •..,FLOR��•• C1�: J.R. 0410111a 0 ' CHA SEDCAPGLASS7YPETO7EMPERFAFROMHB NaKOMre.F�aa2�s ALUM. SINGLE HUNG WINDOW IMPACT /�''iFS'Sro........ A\; FX 11113M B ADD ITEM B270WldLAMI 1.S.&A" BLAM118NOW PA.BQX162p �� eon an,.e pe1gyM, w." A.L1IOMILLLI�,P.E. oMnIN mw MKW pa, NOKO 0, FL84274 V!slbly Barter 8H700 FUII 2 e 41 4040.20 O FL P.E.# 66705 F.K. W105 J.J. 2%13N7 111 FLANGE OR INTEGRAL FIN WINDOWS VIP! HIGH SILL OPTION & BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 83" owl 88" 70" 72" 74" TABLE I. 76" 48" A,8,M +80.0 -80.0 +80.0 40.0 +80.0 -60.0 +80.0 -00,0 +00.0 1 -60.0 +80.0 -80.0+60.0 •60.0 50" A.P.M +80.0 •80.0 +80.0 -89.0 +80.0 -80.0 +8mo -60.0 +60.0 -80.0 +80.0 -80.0 +79.0 -70.0 $2" A, ,M +80.0 -60.0 +80.0 -80.0 +80.0 -00.0 +80.0 -80.0 +70.6 -78.8 +77.3 77. +76.0 •75.0 631/8 A,B,M +80.0 40.0 +00.0 -60.0 +79.8 •70.6 +782 78.2 +76.9 -76.9 +75.4 7 74.0 UPT06318 C,D:,F,O,H,IJK,L , +80.0 -80.0 +00.0 -80.0 +60.0 -80.0 +600 -80.0 +80.0 -80.0 +80.0 -8 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION ® BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 893181, 40 80 8/8" 1 Ad" 72" 74" TABLE 2. 76" 48" A,B,M +80.0 -60.o +80.0 -80.0 +80,0 -80.0I .60.0 +70.0 -70.0 +70.0 70.0 +70.0 70.0. toil A,B.M +80.0 .80.0 +80.0 .60.0 +80.0 -80.0 79.9 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 62" A,B,M +8D.0 40.0 +80.0 -60.0 +80.0 -00.0 -78.9 +70.0 .70.0 +88.8 -86.8 +07.0 .67.0 53'118" A,B,M +80.0 -80.0 +80.0 -40.0 +80.0 -80.0 -75.0 +$8.0 -00.0 +60.7 -W.7 UP TO 031IV C.D. ,F, ,H,I.J,K,L +80.0 .80.0 +80.0 40.0 +00.0 40.0 •80.6 +70..0 .70.0 +70.0 •70.0 +70.0 •70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINpOWB W1 HIGH. SILL OPTION® TABLE 3- BASED ON FLANGED WINDOW IP70 TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX, WINDOW HT. W/ SASH ■ 76" FLANGEDAND 76" INTEORAL FIN) WIDTH GLASS TYPE 17118" 1 2211116" 1 28 3116" 1 33 31#' 1 31) 6M8" 4413110" 1 60 3/8" 1 $513116" 63118" D,E F,J,K,L +80.0 -BD.O +80.0 -90.0 +80.0 -00.0 +80.0 •80.0 +70.0 -70.0 +70.0 -70.0 +70.0 70.0 +70.D -70.0 GLASS TYPES. TEST REPORTS TABLE 4. A. 6/18" LAMI - (118"A,.089,1/8"A) FTL-4847, 4848, 4723, 4907 B. 6/16" LAMI - (1/8"A,.090,1/8"HS) FTLr4847, 4648 C, 6/18" LAMI - (tl8"HS,.09D,1/8"HS) FnA847, 4648 D, 7/18" LAMI - 3/16"A,.090, 3/18"A FTL-4645, 4885 E. 7/16" LAMI - (3118A,.000, 311WHS) FTLA646 F. 7/18" LAMI - (3/18"H8,.090, 3116"HS) FTLA645 0. 13116" LAMI 10.1/8" T, AIR SPACE, 6/18" LAMI - (IN-A,.090,118"A) FTL-4646, 4723 H. 13116" LAMI IG -1/8" T, AIR SPACE, 5116" LAMI - (1/8"A,.090,1/8"HS) FTL-4645 1. 13118" LAMI 10 . VF T, AIR SPACE, 6/18" LAMI- (1/8"HS,.090,1/8"HS) FTL-4848 J. 13/18" LAMI IG -1/8" T, AIR SPACE, 7/18" LAMI - (3/18"A,.090, 3118"A) FTL-4649, 4650 K. 13/16" LAMI 10-1/8" T, AIR SPACE, 7118" LAMI- (3116W.090, 3/18"HS) FTL-4649. 4650, 4958 L. 13118" LAMI 10.11W T, AIR SPACE, 7/18" LAMI- (3/16"H8,.090, 3/18"H5) FTL-4849, 4650 M. 18/18" LAMI 10.118"A, AIR SPACE, 6/18" LAMI - (1l8"A,.090, 118"A FTL-6083 MEETING RAIL HT. K. SP SH HT. MEETING RAIL "X" S H W IiT. OMINUS SASH HT. HT, MEETING RAIL 4 H NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. A 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8" MINIMUM TO 38" MAXIMUM. NOKOMA FLSW5 p.0. BIJX ION NOKOMIS, FLSM a► do I NTS 1 3- a 11 1 4040.20 complyi"g with lha didl"g C l I. Ilull� �YNN M/[�� IyO.55705 * �� re ;-o 6,0011 l0 W� S . FLOfk%o,-, Co A. LYfS�I11G{ILL�, P.E. FL P.E.# 68705 I SEE DLO TABLE SEE DLO TABLE (MAX.) SEE DLO 49 518" MAX. FIXED DLO (ALL) 0 j X 481/4" MAX. VENT DLO (ALL) DETAIL A ill -53 1/8" MAX. FLANGED WIDTH® - 52 1/8" MAX. I.F. WIDTH D� 75" MAX, T I.F. D-J HEI HT SEE D ® TABL 76" MAX. B --.*- DETAIL D VIEW (CUSTOM SASH) 38 1/16 MAX. SASH 761, MAX. A I.F. HEI HT 7A6" MAX. DETAIL B VIEW (STANDARD SASH) I I 75" MAX. I.F. E-+-� HEI HT 5EE DLO TABLE SEE DLO TABLE X j SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. C —1 C-J SEE DLO TABLE 0 j .1_ SEE DLO TABLE x DETAIL C RADIUS TOP (STAND VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3116' B 41 5/8" 41 1/4" C 411A" 407/8" D 52 5/8" 15211/16" E 521/4" 1 52 6/18" SASH DETAIL LOW SILL HIGH SILL A 34112" 34 3/15' B 27 7116" 271 /8" C 27 7/16" 271 /8" D 16 318" 15 3/4" E 16 3/8° 1 15 3/4" TABLE 5. NO CHANGES THIS SHEET � ELEVATIONS 1070TECHNOLOLi1f DRNE NO CHANGES THIS SHEET MCKOMIS, FL 8�2t a Tw ADD 1NfWRAL FIN .F) VERSION, CHG. NOTE& ADD NOTE4. PA. pan ALUM. SINGLE HUNG WI NOIODMI9, FL84274 . U/,1bly &rwr 607 SH700 NTS 4 1 4040-20 �m 75" W I.F. :UDL7Cl'I26VESSD complyLigwith the Florida fflaiag carte :ceatanceN. 111111 LYNN M/4� - * 140.68705OF - �� la,ll� sSIONAL A. LY�G�ThILL, P.E. FL P.E.# 58705 MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE VENT DAYLIGHT 2.784"—j NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOOKS, (1)&' FROM EACH SIDE OF SASH. 26 27 INSIDE INSIDE MAX. VENT DAYLIGHT OPENINA I G 31 '$ I 7,8oR1 23 28 53 v (LOW SILL) '1- SEE NOTE ABOVE 3 S0 ULTRALIFT .J 2 ONLY CMNCW8I74IS SHEET NOTE. BALANCE PARTS USED - BASED ON SASH WEIGHT ir 25 I OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS® INSIDE LOW SI).L (HIGH SILL) 54 69 ULTRALIFT 12 ONLY ALTERNATE HIGH SILL 1o7NOKOM1OLOOYD6 �-�- SECTIOI NOKOMIB, FL 84276 'w PA. BQX 162e -- ALUM. S NO KID FL OM 11bib& Better ' allm HEAD 2.710" ®I.F. FRAME q � II OUTSIDE SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) Half 1 5 - 91 1 4040 20 6 111 Merida LYNN 4114 ENSe k 140.58705 ,o A * to of 5-vac 0 A. LYP.E. FL P.E.# 68705 ITEM DWQ# I DESCIBPTION Pe" 1 4002A IFI.MGE FRAM: HEAD 012226 2g44 #8 X 1.000 QUAD PN. SMS 781POA 3 FLANGE FRAME SILL LOW SILL)' 812226 6 ADHESIVEEN CELL FOAM PAD 7PAD1828 8FLANGE FR 812227 SASH STOP 8SASH STOP (OGRESS)1.128 LONG 9 4029 SPIRAL BALANCE, 318", 818", OR I IRS" r6B;ALGVA9I'611 10 1080 BALANCE COVER 3/6" CR 518" 11X. 50 PH. PN. SUB 12 BALANCL$0 MBRACKET 13 1085/100 SASH OP GUIDE - 42504 16 #8 X1 PAILLIPS FLAT HEADS. SM 7SX1FPAX 18 1080.1 BALANCE COVER, 11/18" 68AL VVRO70 17 4063 SASH TO P CO R 64053 18 4029.1 SASH BRACKET 7ULBRKT 19 68.32 X 1/2" I.G. PH. FH. TYPE F S. STL 783 X12FPFX 21 40540 FDSO ME. NO RAIL 04054C 23 40086 SASH TOP RAIL 84008 26 1236 W$TP.,.170 X,2 0 WK. FIN SEAL 675160 20 1090 SWEEP LATCH 71008 2 1016 SO X.026 PH. FL. SMS 7 68 28 4007 SASH BOMMI RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL OT0249 31 1 4008 SASH SIDE RAIL 612231 34- 1288 SASH ME GUIDE 42601 36 1622 LAMIS N BLOCK 3132"X26/84"X1" 7122K .36 1062 LAMI IG SETTING BLOCK 1"X 3/4" X 1116" 71062K 37 1224 VINYL . BW BULB IC 6TP247W,K 38 1226 VINYL GLAZ. BEAD BULB (THIN) 6TP 46K 41 40398 GLAZING OPP, 6118 LAM GLASS. 84039 42 4 44B IGLAZING OPP, 0/16 LAMI W09LL KIT 644703 44 4222A GLAZING 0 , S"LAAM 04222 46 986C GLAZING BEAD, 7/16" LAMA /GRILL KIT 6986 46 4087 GLAZING BEAD, I WI S" LAM I.O. 04067 47 4071A FRAME. If, HEAD 84071 48 4072A FRAME, I.F. Lo SILL ao72 49 4073A FRAME, I.F. HIGH SILL 04073 60 40748 FRAME, I.F. JAMB 84074 62 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 63 1080 SPRING, SILL LATCH EGRESS) 7SPRNG 4 V45 SILL LATCH Q SS) ffGH SILL) 82 40 55 1014 SCREEN FRAME (HOR.B,VER.) 81014 66 1830 SCREEN CORNER KEY WIRINGS 71630 6 3 SCREENCORNER. KEYWIOUTRINGS 71681 58 1073 18CREEN SPRING 70ASP 59 1824 ISCREEN SPLINE - .135 DIA FOAM 81624K DRIVE MIMI DWG.# MCISPTION PG1# 60 1635 SCREEN SPLINE- .135 Wk HARD 81836K 61 SCREEN CLOTH 61616 63 506 GLAZINO.CHANNEL(.888X.600) 6533402 64 1161 #6 X 1.000 PH. BUGLE TEK 708X1 87 GLAZING TAPE, 1116 X 112 - 7/16 LAMI 82 10 . 68 4061A I SASH BOTTOM RAIL (HIGH SILL) 64061 60 4050A LANGE FRANC SILL HIGH SILL) 64050 70 1611.ICONE, DOW898 095OREQUIV. 80 AG 8, 5116" LAMI, (118A.090 PVB,116" 81 6. GLASS, 511WLAMI, 1/8"A.090 PVi8,1/8"HS 82 C. GLASS, 5/16" LAK, 1/8"HS,.090 PV8,1/8"HS) 83 D. GLASS, 7/16" LAME 1/8" .090 PVB,i/8" 84 E. GLASS, 7118' , (1/8"A.090 PV8,118"HS) 85 F. GLASS, 7/10" LAMI, 110"HS,.090 PY0,116"HS) 88 0. GLASS,13118" LAM 10;1/ 'T, AIR SPACE, 6/16" LAM, O &A.090 PV8,1/8" 87 H. GLASS,13116" LAM IG: 118TAIR SPACE, 6/1 "LAN, (1/81A.090 PV8,1/8"HS 88 1. GLASS,13/16" LAM 1G;1/8'T, AIR SPACE, SMW LAM, (1B"HS,.090 PVB,1/e'H . ) 89 J. GLASS,13/18" VM 10;1/8 AIR SPACE, 7/16" LAMI, (3116"A.090 PVB,3/16"A) 00 K. GLASS,13/16" LAMI IG;118'T AIR SPACE, 7116" LAM. (3/16"A.000 V8,3M 6"H ) 91 L. GLASS, I3M "LAM 10;1/8'T, AIR SPACE, 7/16" LAM 3/IrHS,.OSD PVB,3118"HS 92 GLASS, 13 " / , ( ,1/ ' 470FRAME, I.F. HEAD ® #4071A,6063-T6 ® 48 FRAME, I.F. LOW SILL #4072A, 6063-TS NOM KNESS I FRAME, I.F. JAMB FRAME, I.F. HIGH SILL &50 #4074B, 6063•T6 AiSaF4079A, 0063•TO (USED AS RADIUS TOP HEAD) ntacD�ne, FL 342M V",& Beier SWIM NTS 6 e 11 � 4040.20 PRODUCTREVISED as cam lyhig with Ate ptarida ButldlnKCow¢ II+Ifolp \GNSE No y61p5 * FI j� o P'lE FLOa�. A. LYI�IdMAJLLIt`, P.E. FL P.E.# 58706 111 A i-I.F. FRAME e- SEALANT ALONG ENTIRE JOINT I —2.784--j 1.363 1 .062 O FLANGE FRAME HEAD #4002A,6083-TB I-2.784---1 1 2.3130 1 1.749 FLANGE FRAME SILL (LOW) t ./ #4003C, 6063-T6 2.710 l I-1.513- 7W 082 .082 .490 040 IF I f �1.451� O SASH STOP SASH STOP COVER O FLANGE FRAME JAMB 7 04026. 8063-T6 17 #4053, 6063•TS 04004, 6063-T6 (USED AS RADIUS TOP HEAD) B FIXED ME63 ETING 6063HRAIL z3 SASH#4006BOP RAIL 28 SAS BO 800 MRAIL(LOW) .060 I KL.078 1.098�' '7T 44 GLAZING BEAD 7/16" #4222, 6063-TS I.F. FRAMEQ I SEALANT OR GASKET AT HEAD AND SILL VIEW D-D VIEW E-E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION -- -- 00 1.165 r— .878 1.098- {.+---- { p� 1' j49 41 GLAZING BEAD, 5/16" _1 #4039B. 8083•T5 31 SASH SIDE RAIL #4008, 6083-T5 i - 2.784 —� 69 FLANGE FRAME SILL (HIGH) #4060A,6083-T8 CHANGES IIHIS SHEET .062 68 SASH BOTTOM RAIL (HIGH) #4051A,8063-T5 NOKOMIS, FL3427S P.O. BOX IM NOKOMI9. FL34274 I .050 .578 T 45 GLAZING BEAD,, 7/16" #985C, 8063•T6 (USED W/ GRILL KIT) i .050- . .678 1.0988 42 GLAZING BEAD, 5/16" #4044B, 6083-T5 (USED W/ GRILL KIT) i .683 O50 —I ' 11 '1.097 46 GLAZING BEAD, 13/16" IG 94067, 6063-T5 CORNER ALUM. SINGLE HUNG WI Visibly Better °r'iNe°'� � 6 we SH700 Half 7 a 11 IMPACT 4040 20 BOSS (2) PRODUCT:RE'VIS6D on complying with lh¢ Florida Building Cod* I t _ I /9I \3t4N 41,��F�,�� �c No.69706 I4 ov r'�•. pLOROP.•��J?.` ,`SS/ONAL A. LYNYMILW, P.E. FL P.E.# 68705 ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: FOR 111 FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 29.603 34.603 40.663 46.603 52.603 1 58,603 ' 64.603 76.000 M� � V Z NU�U�QNU�8 v ZM� 5 con Z ZM� 1� v Z 8 U ZM0 —UPI'�N8 0 Z 0 ZM� 81" U Z 0 a ZM� 0 Z CO).-8a' 0 ZM� 0 Z 8r$`� v ZM0 0 Z "8 0 Z WINDOW WIDTH GLASS -TYPE 19.125 C,D,E,F,G, H,1,J,K,L 1 121 1 11 1 1121112221222222222222222222222222222232233 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 _1 ARM _1_ 1 2 1 1 1 1 1 1 1 1 2 1 1 1 1 1 2 1 2T2 1 1 2 -1- 2 2 1 2 2 1`_1_ 2 2 2 2 1 2 2 1__i_ 2 2 2�2 1 2 2 _1 2 2 _1 2 2 _1� 2 2 1-Y1_-1_ 2 2 2 2 2 3 1_-1_ 2 2 3 3 24.000 C,D,E,F,G, H,I,J,K,L 1 1 21 1 1 1 121 1 21 _1_ 21 1 2221222 1 1 _1 222.2222222222 322222 _1_ 32223332233 _1 A,B,M 1 1 2 1 1 1 1 1 2 -1 1 2 1- 1 2 -1 1 2 1 2 2 1 1 2 -1_ 2 2 1 2 2 1- 2 2 W1 2 2 -1_ 2 2 -1 2 2 -1- 2 2 1Y 1 1 1 1 2 3 ,1 2 2 Y1 2 2 _ 2 3 2 2 �1 2 3 3 3 �1 2 2 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 32.000 H,I,J,K,L 121 222231222231223232223232223332233343233343344 _1 _i_ _1 _2 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 1 1 1 -1 1 12122223122223122323222323222333 _1 2233343233343344 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 2 2 2 2 1 2 2_ 1 2 37.000 H,I,J,K,L 221 22P231223232223232223232323342333343334363344 _1 _1 A,B,M 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 1121212 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 314 3 6 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40,000 H,1,J,K,L 221 _2 22223222323222323232324233334233435 _2 33344533 44 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,M 2 2 1 2 2 2 2 3 2 2 2 3 2 3 ]2_2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 6 3 3 3 4 Es: 3 3 4 4 PSF 79 44.000 c,D,E,F,G, H,1,J,K,L 2 22 z 2-2223 z a z 2223232233242333342 a z a a a z a z a 333342334353334453445 z z a z z z z z z z ABA 2 2 2 2 2 2 2 2 2- 2 2 2 2 2 2 y 2 2 2 2 2 2 -2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 ^2 2 3 3 3 3 4 2 3 3 3 -2 3 4 2 3 3 4 3 5 3 3 3 4 4 6 3 4 4 5 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 222222232223342333342334342334 _2 353334353345463455 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3- 2 2- 3 2- 2 222223222334233334233434 22 23 34363334353345463455 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 3 3 _2 _ 3 53.125 H,I,J,K,L 222222232223342334342334343334353344483445483458 _3_ A,B,M 2 212 2_ 2 2 2 2 2 2- 2 2_ 3 2 2 3 -2 3 2 2 312 -3 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 4 3 4 2 3 3 4 3 4 3 3 3 4 3 5 -2 3 3 4 4 4 6 3 3 4 6 4 6 3 4 4 6 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1W ELCO TAPCONS 2 -1/4" ELCO 884 CRETE-FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD-181/2" MAX. FROM TOP CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 16" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL ® SILL -ANCHORS NOT REQUIRED 3, INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4.ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR TH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) 118 HEAD Z RODUCTgwith mmpf ying with JAMB ABOVE 2 $ uilding Code tancallo 4 MTG. RAIL o D JAMB BELOW MTG. RAIL italW ad*pmdt (FULL DP) HEAD 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL Tl TECHNOLOGY DRIVE 71 ANCHORAGE SPACING, 1/1 WINDOWS NOItOM19 FL31278"CM I ALUM. SINGLEHUNG WINDOW IMPAC P.O. ri8Y8 NolcoMls FL a+s7a VWb& Better s►rmo I NTS 8 s 1 f 4040 20 0", .`INN MittF'�i,� �•'��ENSE.. ' .4 .� µo•581p5 �''��FSSlONP� A. LYfJtb�AI11 ILK P.E. FL P.E.# 68706 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. WINDOW HEIGHT SUBSTRATE:---,29.655 37.155 44.655 52.165 69.656 67.168 74.655 76.000 ANCHOR TYPE. ❑ c� 0 0 0 0 0 o c� ❑ t) 0 o U � ❑ o 0 o U 0 e 0 c� WINDOW TEE c�i� 0 0C4 NO`•Oc�iQNO'�ON�NO�ON0 0Zee �ON3N0^053 0�8,40 U`�O (� U U U zi U U U U U U L) 0 0 U 19.126 C.D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 1 1 2 2 1 2 1 1 2 2 1 2 2 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 1 1 1 1 1 1 _1 _ 1 1 1 _ 2 2 1 2 1 _1_ 2 2 1 _ 2 2 1 2 1 1 2 2 _1 2 2 1 2 2 1 2 2 1 2 2 _1_ 2 2 1 2 2 m2L _______A,B,M 3 2 2 2 3 2 3 2 2 2 3 2 PSF 79 24.000 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 11 1 221 1 1 1 2222222222222222223232223231.2223231.22232 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 A,B,M 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 PSF 68 77 32.000 C,D,E,F,G, H,1,J,K,L 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 22 22 22 33 22 22 33 22 33 33 3 2 33 _1 33 22 _1 33 33 22 4 3 74-3 3 2 4 3 A,B,M 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1. 171111222222232222332233333233332233433243433243 _1 _1 _1 _1 PSF 59 67 79 37.000 C,D,E,F,G, H,I,J,K,L 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 11 1 171 222222232223332233333343333233433243443243 A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 PSF 54 79 62 79 40.000 C,D,E,F,G, H.I.J.K.L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1111 11 2222 _2 22 332233332233433343333343443343443363 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11 i 111 22222223223333 22 33433343333343 _2 44 334344 T PSF 49 79 56 79 79 44.000 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 7 11 2222223322 3334233344 33 334433 33443343443354 ABM 2 2 2 2 2 2 2_ 2 2 2 2 2 2 2_ 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 _2 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 _2 4 3 4 4 3 3 5 4 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 1 2 2 2 2 2 3 2 2 2 2 1 2 3 2 2 2 48.000 H,I,J,K,L 111 1 11 22222233 2233343333443 _2 344443344444 354 54 A.BM 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 2 ±-44 2 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 _2 4 4 4 4 4 3 5 4 6 4 PSF 41 67 40 67 78 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 2 3 63.125 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 744 3 3 4 4 4 4 3 3 4 4 44 3 3 4 4 _3 5-4T 5 4 _3 5 5 _2 4 3 _3 5 4 A,B,M 2 2 2 2 2 2 3 2 2 2 3 3 2 3 2 2 2 3 3 2 1 7 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 _3_ 4 4 3 3 4 4 4 4 3 3 4 4 _3 4 4 3 3 4 4 _3 5 4 4 3 5 4 5 4 4 3 _3 5 4 10/07/ff D ~ INOWMGES 77088HEET '0TECHNOLC(, DRIVE 19MODMIS. FL: 1; �ON - N4P.0. SQX'MR 0MIS, FL 50274 VlJlb�y Batter ALUM. SINGLE HUNG ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS 2 -1/4" ELCO 884 CRETE-FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD-181/2" MAX. FROM TOP CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 1W MAX.FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL ®SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ®NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. &ESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD, OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. P HEAD 3 Hot)UCFlwvisbv s complying with the Aoc(da JAMB ABOVE 3 3 aildiagcad a l l -1 PJ I MTG. RAIL xpit nce ato JAMB BELOW MTG. RAIL lams ado Pmdad contttl JAMB ABOVEL MTG. RAIL JAMB BELOW MTG. RAIL iRD VIEW IMPACT wffoo I NTS 19 a 11 1 4040.20 111111� I", y �yNN•MI<<Fp���. �.r0�•��GENSE • �i 00, E c W� .�`•. apt ' �. STNT PLO ��FSSIONA� A. LYNUMILUI! k, P.E. FL P.E.# 58705 ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 6, 17.125 22.668 28.211 33.764 1 39.296 44,839 50.302 65.925 MO 14 z 0 zM0 o lNo-oolNo z zM0 z zM0 ocl zrzmo U C)`��NU zzp-pzpmo UCf pzp-pzpm Uc"r z 0 zM0 ocl z—z 0 U WINDOW WIDTH GLASS TYPE 19.126 D'E'F'J' K,L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 24.000 D,E,F,J, K,L 1 1 1 �1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32000 D,E,F,J, K,L . 1 ....__ . 1 "1 _._._ 1 1 ...—.. 1 1 __ _. 2 1 _ — .. 2 1 _,_ �.. 2 _ 2 3 1 __._ 2 1 _. _ _ 3 2 _. _ .. 3 1 _._...._.___ 3 1 3 1 3 1 2 1 3 1 4 1 3 1 __._ _ 4 1 4 1 ._.._._._—.__. 3 1 4 1 5 1 3 1 5 PSF 79 37.000 D,E,F,J, K,L 1 _..�_._..__._.., 1 1 1 1 - ...- 1 2 - 2 1 .._ -.... 2 2 2 _ 2 3 1 _..—... 2 2 3 2 _ 3 1 _ .....-._ 3 2 4 2 _.— 3 1 _._._. 3 2 _.-. 3 2 _._._... 4 1 .. 3 2 .._._ 4 2 .__._...._ 4 1 4 2 -- 5 2 - -._. 5 1 - __...-._ 4 2 5 PS-F 79 79 79 79 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .._.6 2 _....4__ 2 2 K,L 1 1 1 2 2 2 3 3 3 4 .._3_... 4 473 ...3- -4 4- 3- 6 _4- 4 5 6- PSF 79 78 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 1 3 1 5 6 1 4 1-5 5 4 1 6 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 1 2 2 3_ 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 6 1 4 1 6 6 6 1 6 PSF 71 79 63 71 79 64 74 68 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 _ 3 2 3 .._7_. K,L 1 1 1 2 2 2 3 3 3 4 1-5 -4 1-5 -6- 5 8 6 1 5 1-7 B. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1W ELCO TAPCONS 2 -1W ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD-181/2" MAX. FROM CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 16" MAX. FROM BOTTOM CORNERS SILL . ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND S. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 51W MIN. TO 3V MAX. A - TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. ANCHOR TYPE. 12.778 15.776 18.778 21.778 24.776 27,778 30.778 31.106 o Co O � o N L �„ M g o N 0 M $ u N ,Z - Z M g N Z 8 r Z 8 M `� v N r. M 8 a o N Z 8 �- z 8 M `� o N � r z 8 wlNnow WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 M22 2 2 2 2 2 2 2 2 2 24.600 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 4 2 3 4 12 3 37,000 79 2 1 2 2 2 2 3T2_T 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 2 2 2 2 2 3 2 3 3 1 2 13 3 3 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 44.000 68 78 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 48.000 89 72 79 2 2 2 2 2 2 3 2 3 4 1 3 3 4 3 1 4 4 3 4 5 1 3 1 4 5 3 4 53A25 73 58 66 72 2 2 2 2 2 2 3 3 3 4 1 3 4 1 4 3 1 4 1 5 3 4 1 5 1" LESS. S. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. & TABLE 7. KEY: MAX PSF (DP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE -4 MTG. RAIL t� ® TABLE 6. KEY: MAX. PSF """""""—" (DP LIMITED) 112 JAMB BEI OlArl 2 11�I I I I111 op@NS@ 140. VAS of N 41 SSIONM- j A. LYNUIWILW , RE. FL P.E.# 68706 FULL DP JAMB BELOW 2 MTG. RAIL OTECHNOLOOYDRIVE ANCHORAGE SPACING, CUSTOM VIEW NOKOMIS. FL 3 rilcll_r d vm ALUM. SINGLEHUNG WINDOW, IMPACT P O. BQX WB2Y aftftft NOKOMIB, FL3W4 Vmbb 216mr eaweumc sroedr �oo NT3 10 d 11 1 4040-0 3.36 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK C (SEE NOTE 4) AEXTERIOR INTERIOR ALL HEAD AND SILL DETAILS) CONCRETE ANCHOR (SEE NOTE 1 & 3) ® 2x WOOD BUCK WOOD ANCHOR 1 ®(SEE NOTE 4)] r(SEE NOTE 2 & 3),& ►:. ? • ; •.�'.+ 1318°MIN.,114"TAPCON/B\ •• �., •1'314"MIN.,1/4" CRETE-FLEX 11 va" MAX. SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE --�j 11/4' 1/4" MAX. SHIM I MIN.. ��L 7 f[IJril1l. <. 114" MAX. SHIM I CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU •w' 1X BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® 1"" 1/4" MAX. SHIM 2x WOOD BUCK (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE MAX. �+— SHIM I D-WOOD FRAME 1 1 !� .131" DIA. MIN. I I x 21/2" NAIL, AT CORNERS _� ll(kali AND b" O.C. 1/4" MAX, SHIM DETAIL F, (HEAD) CHMGES THIS CHANGE;° THIS .131" DIA. MIN, x 2 l/2" NAIL, AT CORNERS AND 5" O.C. NOTES: 1,'FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 39'. ` 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (135) OR 1/4" SS4 CRETE•FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 012 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112", lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" -THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-TS AND A MINIMUM OF 1/8" THICK, THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM, IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPOONS MAY BE USED. A. FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT, 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2006). WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) INTERIOR (ALL JAMB DETAILS) EXTERIOR lu FRAME 131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND W O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE NOKOMIS. FL SWS P.O. I NOKOMIS FL 84274 mt,lovillis DETAIL G, (SILL) vsowpm TANCHORAGE DETAILS ALUM. SINGLEHUNG WI 'u,'r 4;-W 6oxc &ffoo INTS 99 d 91 with Iha Florida FRAME _11111111o'. `.jr Iyp, 58705 � "0 'A ° V I I i4f ' IMPACT � SSIONAL� A. LYNU MILL'EI�, P.E, 404020 FL P.E.# 58705