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WS-09-1186Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 124364 Scheduled Inspection Date: September 28, 2009 Inspector: Bruhn, Norman Owner: AMORUSO, GLEN Job Address: 52 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Permit Number: WS -7 -09 -1186 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Contractor: PRESTIGE WINDOW & DOOR INSTALLATION /GREENTEK Si Phone Number Parcel Number 1132060130920 Phone: 305 - 820 -5999 Building Department Comments INSTALLATION OF 5 IMPACT WINDOWS Passed` 9. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 123370. Work exceeds permit/ garage enclosed no permits. NB Con4nr.�L.nr In Irina For Inspections please call: (305)762 -4949 Donn R of 4 g a Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. 110MCIEEVER 1a JUL 1 6 2009 fig B Y: Master Permit No. Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) G'Ien,n Arnocv,d Phone # Owner's Address 5 be `T8 S$-. City tii,e 1 S1,-)0, —cE,. State . Zip 55155 Tenant/Lessee Name Phone # Job Address (where the work is being done) 5 NE 78 City Miami Shores Village County Miami -Dade Zip 55 I5 FOLIO / PARCEL # Is Building Historically Designated YES x NO Contractor's Company Name Ree-h9e. girl ( Phone # ✓" � 2. (0 ' 5 9 rt' q Contractor's Address 14/0 50 t\tA) 82- City 6nni State Zip '53o14-1 Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ W 13 9-- • 612_ Square / Linear Footage Of Work: Type of Work: ❑Addition Describe Work: ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition 1. P ee Submittal Fee $w 5J' �� Permit Fee $ Notary $ Scanning $ q° ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Training/Education Fee $ q I Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ CCF $ 4,g0 CO /CC Technology Fee $ • r)5 Zoning $ Double Fee $ Total Fee Now Due $ I1 K-33 See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not e approved and a reinspection fee will be charged. XSignature Owner or Agent The foregoing instrument was acknowledged before me this (0 day of t. , 20 by �°� rt AIM 01' who is personally known to me or who has produced A NOTARY PUBLIC: Sign: Print ERT J. SCAVt1T10 MY COMMISSION # DD 839235 EXPIRES: November 17, 2012 'hru Notary Public Underwriters My Commission Expir APPLICATION APPROVED BY: (Revised 07/10/07) Signature Contractor The foregoing instrument was acknowledged before me this day of 3 O , 20 Cad, by Lee_ 6Lx,, r4 who is personally known to or who has produced as identification and who did take an oath. NOTARY PUBL My Commission Expires: Plans Examiner Engineer Zoning 111111111111111111111111111111111111111111111 CFN 20091R.04-76769 NOTICE OF COMMENCEMENT OR Bk 26924- Ps 2677; Ups) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 07/01/2009 12:52:08 HARVEY RUV'IHI, CLERK OF COURT HIAMI -C'AOE COUHT'Yr FLORIDA LAST PAGE PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO.II - 3.206-UI3 CYT-2c) THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: / 53 N/ tax `'3 5� inr i ' I M) Pe, /® dot- S P.1 7 2. Description of improvement: (e1 11-1,5 W W d /5 1Z> im CA". 3. Owner(s) name and address: &lam W .5� rat-. O) gun i 31315 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: ( ndry -J 1% towns 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ -nt date is specified Ilia. �{ Signature of Iwner Print Owner's Name 61enr- cr--&D Sworn to and subscribed before me this .22_ Notary Public: Print Notary's Name: My commission expire Act.ren Ccur-bcDne,ll Prepared by �cmE cje 6.61 day of , 20CR Address: 60&::::) N O8 Act/8.., fl » � fo ;.t GO M7 ii3CA N :r DD737005 C.ca ES November 26, 2011 407 398 -0153 F(oridallotaryServke.com MIAMI. COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldinpcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH -700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection} gt e�joj sjtte the rgqugsl of the Building Official. This NOA revises NOA # 05- 1018.01 and cootsists olthts, §age t a id�vjdence pages E -1, E -2 and E -3, as well as approval document mentioned above. • • The submitted documentation was reviewed b•y a etIe1 ez p, r • • • ,J r 1 �a ti� I • • • • • • • • • • NOANo. 07- 0322.06 • • • t1 • 6 -+ • • • • • • Txpiratlon Date: March 23, 2011 • • • • • • • • Approval Date: June 07, 2007 Page 1 ••• t *. i r8 • u• ,. '•° • • •• •• • • • • • •• jp?1. • • • • • • • • •• •• •••'• • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, 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 3603.2 (b) and 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. 2. 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 Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. 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, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 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 Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08 /11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) •• 9410 • • • • • •• • • • • • • 0• 4100 •• • • • • 0 0• • • •09 • • • • 0• • • • • • •• • • • • • • •• • • •• • E -1 •• Manuel Pe • Product Control • • ' NOA No. 07-0322.06 • • • • • piration Date: March 23, 2011 • • • • Approval Date: June 07, 2107 000 • 0 • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 00 •• • • • 410 4141 0410 • • • 000 • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT TED 5. 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) 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 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. 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, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. 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 Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 8. 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) 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 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. 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 Aluminum Single Hung Window, impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed aid ilimpngloohargaespada, P (Submitted under previous NQA #10-1018$41 • .' • • • ••••••• •• • ••• •• • • •• • • ••• • • • • • • •• • • • • • •• • • • • • • •• • • •• • E -2 • Manuel Per -ri E. • • Product Control er • NOA No. 07 22.06 `.,xpiration Date: March 23, 2011 • • ••• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. 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, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 11. 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 Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. .• ..• • • • • • •• • • • • • • . .• ••• •• • • • • • • • • • • • Product Contr ' er • • • • • • • • • • • NOA No. • + .22.06 • • • • • • • • • •' •Eipiration Date: March 23, 2011 • • •• • "' ' Approval Date: June 07, 2007 E -3 .•• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •. • • • •• •• •.• • • • .•• • • •••• • • • • • •• • • • • •• s • • • • • • •• •••• • • •••• • • •• • • • •••• • • • • •• • • • ••• •••• • • •••• • •• • • • • • •• • • • •• •• • •• ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS t GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" 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) UTES OF 3/16" ANNEALED 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 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 0.13/16" LAMI 10: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 11.13/16" LAMI 10: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 518' 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 10: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/18° LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13 /16' LAMI IG: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13/16" LAMI 10: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L.13/18" LAMI 10: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. AM. 13/16" LAMI 10: (1) UTE OF 1/8° ANNEALED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: °OX" (1/1, VIEW AND RADIUS TOP, ALL WI LOW OR HIGH SILL OPTION) g DESIGN PRESSURES: (SEE TABLES, SHEETS 3) • 1. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. • $. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. •••• 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. • •• • . %§1-IUTTERS ARE NOT REQUIRED. • KR FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. • • •7 REFERENCES: TEST REPORTS FTL- 4645, FTL- 4848, FTL- 4847, FTL -4848, FTL -4649, FTL -4650, FTL- 4651, FTL -4723, FTL-4957, FTL-4958 AND FTL -5063. al-V• • ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION • ADM -2000 ALUMINUM DESIGN MANUAL •••• •8•SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. • • 9.11-1IS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY L� HURRICANE ZONE (HVHZ). 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 7 ANCHORAGE 8-11 PRODUCT REVISED atcomply/ag alibi* Florida IlaittbotCeda Atone Ned 3__ Date _ m77!&k. Ravel BA Ft( Road* FJC ads Wee 11/13/86 Oft 124176 A CHANGE NOTES 38 7. ADD NOT E9. ADD GLASS TYPE M TO NOTE 1. SI AZlNG OPTIONS Aim FT -4723 TO NOTE 7. FJC 8/1175 t rdaOali J.J. DEW 2/23/87 I 1070 TECHNOLOGY DRIVE NOM MIS. FL34275 PA.ecC 16211 NOKOMIS, FL34274 PST Ui'stb/y Brae* GENERAL NOTES rec ALUM. SINGLE HUNG WINDOW, IMPACT tforkpabat Boaz NTS 1 s 11 4040 -20 B Robert L Ctm*, P.E. PEW39712 Sauckaal • • • • • •• • • •• • • • • • •• • •••• • • •••• • • • • • • • •••• • • • • • • • • •• • • • • • ••• • •••• • • •••• • •• • • • • • • • • •• • • • •••• • • •••• 4r1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 8/18' NOM. 5/16" LAMINATED GLASS • • •t,117,88 or 92 • • • • • • 1/2" NOM. GLASS BITE ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/18" WITH NO CHANGE IN DESIGN PRESSURE. C] EXTERIOR INTERIOR E> (ALL SECTIONS) 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2' NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS �— 8/18° LAMINATED AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS a� 13/18" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI + 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS — 7/18" LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/18" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI AK Romer FK were F.K Mir e 11/13/88 dew 124/06 Da Rl1AT8 A .Ld. ADD 17EM 92 TO &I6 !Mall I.l. OLASS (A,A,A) S LAN 110 NO7E NO CHANGE THIS SHEET 223,07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.0.BQX1620 NOKOMIS, FL34274 T 4sib4y Bernr GLAZING DETAILS tee ALUM. SINGLE HUNG WINDOW, IMPACT am.•ree Full ere! 2 d 11 are4o. 4040-20 ///f> 34/7 Robert L Clark, P.E. PE #39712 Sbrwhaai • • 111 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ HIGH SILL OPTION ® TABLE 1. TIP - TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 63" 88" 68" 70" 72" 74" 78" 48" A,B,M ® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 50" A,B,M A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +79.0 -79.0 62" A,B,M A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 631/8" A,B,M A +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +78.8 -76.9 +75.4 -75.4 +74.0 -74.0 UP TO 531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 50 6/8" 63" 72" 74" 76" 48" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -88.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50" A,B,MA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 62" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.8 53118" A,B,M1 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +88.0 -68.0 +66.7 -88.7 +65.5 -65.5 UP TO 531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM V EW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION® •• •• BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS • • • • •• • • •• • • TABLE 3 WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH a 76" FLANGED AND 75" INTEGRAL FIN) • •••• • WIDTH GLASS TYPE 171/8" • • •••• • 60 1/8" D,E,F,J,K,L GIASS TYPES: • • • •• • • • •••• • • • • • • • • •• •• • • • ••• ••e• • • •••• • • R. 6" LAMI - (1/8"A,.090,1/8"A) e • - - - -- • B.•_16" LAMI- (1 /8"A,.090,1 /8"HS) • C. 5166" LAMI - (1 /8"HS,.090,1/8"HS) • 6V-16 LAMI - (3/16"A,.090, 3/16"A) • • t' ?/!6" LAMI - (3/18"A,.090, 3116"HS) • • R P /116" LAMI - (3/1611S,.090, 3116"HS) 22 11/16" 28 3/16" 33 3/4" 39 5/16" 441316" 50 3/8" 65 15/16" +80.0 j -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 : -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 TEST REPORTS TABLE 4 • fl 63/16"" LAMI 10- 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"A) ' • H. 13:16" LAMI 10 - 1 /8"HS, AIR SPACE, 5/18" LAMI - (1/8"A,.090,1/8"HS) L 13/16" LAMI 10 - 1/8"H6, AIR SPACE, 5/16" LAMI - (1 /8"HS,.090,1 /8 "HS) J. 13/16" LAMI 10- 1 /8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A) F114647, 4648, 4723, 4957 F1L-4847, 4648 FTL-4647, 4648 F 8.4845, 4885 FTL-4645 FTL -4645 FTL-4646, 4723 FTL-4646 FTL -4646 F U. -4849, 4850 K. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"HS) L 13/16" LAMI 10 - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/18"HS) M. 13/16" LAMI IG - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8 "A,.090, 1 /8"A)& FTL-4649, 4650, 4958 FTL-4649, 4850 FTL5063 "0" MEETING RAIL S SH I "0" MEETING RAIL "X" W HT. ..L "0" MEETING RAIL 033, NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE UMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 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-11P FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. S SH �® MINUS SASH HT. S9SH raadl3p DDe Swarm F.K FJG F.K 11/1356 112486 9/135 Radolras UPDATE TO AVM E 190402 REMOVE STD WEN SASH HTREF, TABLE2 1070 TECF•IOLOGY ERNE REVISED CUSTOM FORMAT DPS. ADD NT RN. UPDATE TEST NOS NOKOMIS, FL34278 A ADD FTL -4773 TO GLASS TYPES AAND GL Gm J.J. D2 ols .J, 2/2357 P.O. BOX 1828 NOKOMIS, FL 34274 PIG" YistLfp Rettas DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT saloSkelot NTS 3 s 11 Dane 4040 -20 -"; 334/7 Robert L Cv16 P.E. PE #39712 Streaterol •••• • • • • • •• • • •• • • • • • •••• • o• • • • • •••• • • •• • • • •••• SEE DLO TABLE 49 5/8° MAX. FIXED DLO (ALL) 531/8" MAX. FLANGED WIDTH A. 52 1/8" MAX. I.F. WIDTH Ma D� I 75" MAX. I.F. D fI HEI HT 7 ®MAX. FLANGED HEI HT SEE DLO TABLE (MAX) • • • I • ••II••• • • • •SEE DLO • • TABLE • •••• • • • • • • • •• • • • • • ••• • • • •••• • $ • • •ytt 4LO TABLE • • • • • • } • • •••• • • • • •••• x 48 1/4" MAX. VENT DLO (ALL) -` DETAIL A 1/1 8 38 7/18" MAX. SASH HE HT O j76 DETAIL 75" I.F. HEI MAX HT "C FLAN HEII X j A SASH HEIGHT 343/16" B+' DETAIL D VIEW (CUSTOM SASH) GED HT t 1 SEE DLO TABLE L SEE DLO TABLE L__J O x j A DETAIL B VIEW (STANDARD SASH) S NO 75" MAX. I.F. HEI HT SEE DLO TABLE 76" MAX. FLANGED HEI HT 75" MAX. I.F. HEI HT MAX. FLANGED HEI HT E� 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. SEE DLO TABLE S NO DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 343/16" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 518° 52 11/16" E 52 1/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 341/2" 34 3/16" B 27 7/16" 271/8° C 277/16" 271/8" D 16 3/8" 15 3/4" E 16 3/8" 153/4° TABLE 5. Redstone Reader FJC r�ex FJC FJC 11/1309 B Aft 124106 Reafaaose A ADD 94TEGaRAL FW (1.F.) VERSION, CM NOTE &. ADD NOTE 4. NO CHANGE THIS SHEET Deft 9/1/08 @rdbfl; J.J. 2/23107 1070 TECHNOLOGY DRIVE NOKOb* FL 34275 P.O. BOX 1629 NO W60S, FL 34274 PST VWbb Better ELEVATIONS no" ALUM. SINGLE HUNG WINDOW, IMPACT aalaNaac Beals wrS Sat 4 s 11 rvsa 4040 -20 Stm B ///' Robert L dark, P.E. PE939712 Sbuetutal •••• • • • • • •• • • • • • • •••• • • • •••• • • • • • • •• • •••r>•• • •• • • • • • •••• •• • • • • • • • • • • • • • •• •• •• • • • • • ••• • • •••• • • • •••• Imo--- 2.784' INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) e' FROM EACH SIDE OF SASH. MAX. VENT DAYLIGHT OPENING INSIDE NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,1) MAX. FIXED UTE DAYLIGHT OPENING 2.710° 7,8 OR 17 (OUTSIDE MAX. FIXED UTE DAYLIGHT OPENING MAX. WIDTH SECTION A A OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE MAX. HEIGHT •• •• • •• •• •• •• •• •• OUTSIDE 2.! HIGH SILL MAX. VENT DAYLIGHT OPENING HIGH SILL LOW SILL HEAD JAMB OUTSIDE 2.710° I.F. FRAME �0 OUTSIDE I I PRODUCT REVISED .empymQ kirk I eWorlds &drift Cade AtegOklme No Bose �! 2.330° (LOW SILL) SEE NOTE ABOVE Dela SECTION B-B (LOW SILL SHOWN) Rarkkac ULTRALIFT ONLY 2.946° (HIGH SILL) Deir 111131011 1/24!08 DON 91115 B A J.J. ADD 1F. SECTIONS & CONSOUDA7EBAL t ONPOI E TS NO CHANGE THIS SHEET ?/13/07 ALTERNATE HIGH SILL 1070 TECHNOLOGY ORNE NOKOMIS, 8.34275 P.O. BOX 1129 NOKOMIS. FL 342T4 P Viri* Better ULTRALIFT ONLY SECTIONS n SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) ALUM. SINGLE HUNG WINDOW, IMPACT SH700 Mae 5 d 11 nrcw 4040 -20 Robert L. Clark, P.E. PE #39712 Structural •••• • • • • • •• • • • • • • •••• • • • •••• • • • • • • ••• • • •• •• • • • • •••• ••• • • • •• • • • • •• • • • ••• • •• ••• • • • • • ••• • • • • •••• • • • •••• IT DWG.• DESCRIPTION PGT• 1 4002A FLANGE FRAME HEAD 812225 2 1155 #8 X1.000 QUAD PN. SMS 781 PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1826 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 8 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 812244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 38 ", 5/8 ", OR 11/16" 10 1080 BALANCE COVER, 38" OR 5/8" 13BALCVR916 11 C. GLASS, 5/18" LAMI, (1/8"85,.090 PVB,1/8"HS) #8 X.750 PH. PN. SMS 7834M 12 E GLASS, 7/16" LAM, (118 A,.090 PVB,1/8"HS) BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1086 SASH TOP GUIDE 42504 15 I. GLASS, 13/16" LAM IG;1/8"HS, NR SPACE, 5/16" LAMI, (18"HS,.090 PVB,1811S) #8 X1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 16 1080 -1 BALANCE COVER, 11/16" 6BALCVR870 17 4053 SASH STOP COVER 64053 18 4029 -1 SASH BRACKET 7ULBRKT 19 #8-32 X 12° LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 84054C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X 270 BACK, FIN SEAL 67818G 26 1096 SWEEP LATCH 71096 27 1018 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 812230 30 1226 WSTP., BULB VINYL 8TP249 • •51 4008 SASH SIDE RAIL 612231 4 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32° X25/64" X 1" 71822K 3qt 1052 LAMI IG SETTING BLOCK 1 "X3/4 "X1/16" 71052K • 41S 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K at 1225 VINYL GLAZ BEAD BULB (THIN) 6TP248K • 41 4039B GLAZING BEAD, 5/16 LAM GLASS. 640398 • 1 4044B GLAZING BEAD, 5/16 LAMB W/GRILL KIT 844703 • •I4 4222A GLAZING BEAD, 7/16° LAMI 64222 • dig 985C GLAZING BEAD, 7/16° LAM W/GRILL KIT 6985 • A 4067 GLAZING BEAD, 13/16" LAMI I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 • Il>; 4072A FRAME, I.F. LOW SILL 64072 • 49 4073A FRAME, I.F. HIGH SILL 64073 5I= 4074B FRAME, I.F. JAMB 84074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 82740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 56 1630 SCREEN CORNER KEYW/RINGS 71630 57 1631 SCREEN CORNER KEY W /OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE -.135 DIA FOAM 61624K A A A A REM DWG.• DESCRIPTION PGT# 80 1835 SCREEN SPLINE - .135 DIA HARD 61635K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.688 X.500) 8533402 64 1161 #6 X1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X 12 - 7/16 LAW 62BV1510 88 4051A SASH BOTTOM RAIL (HIGH SILL) 84051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5/16" LAM, (1/8"A,.090 PVB,1/8 A) 81 B. GLASS, 5/16" LANG, (1/8"A.090 PVB,1/8"HS) 82 C. GLASS, 5/18" LAMI, (1/8"85,.090 PVB,1/8"HS) 83 D. GLASS, 7/16" LAND, (1/8 "A.090 PVB,1/8"A) 84 E GLASS, 7/16" LAM, (118 A,.090 PVB,1/8"HS) 85 F. GLASS, 7118" LAM, (1/8"HS,.090 PVB,1/81HS) 86 G. GLASS, 13/16" LAMI IG ;1/8"HS, NR SPACE, 5/16" LAM, (1/8"A.090 PVB,118"A) 87 H. GLASS, 13/16" LAMI IG; 1/8"HS, NR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8"HS) 88 I. GLASS, 13/16" LAM IG;1/8"HS, NR SPACE, 5/16" LAMI, (18"HS,.090 PVB,1811S) 89 J. GLASS, 13/18" LANG IG;18"HS, AR SPACE, 7/16" LAM, (3/16"A.090 PVB,3/18 A) 90 K. GLASS, 13/16° LAW IG;1/8"HS, AR SPACE, 7/16" LAW, (3/16 "A,.090 PVB,3/16"HS) Si L. GLASS, 13/16" LAW IG ;1/8"HS, AR SPACE, 7/16" LAW, (3/161HS,.090 PVB,3116"HS) 92 M GLASS, 13/18" LAMB IG;1/8 "A AIR SPACE, 5/16" LAM, (1/8",.090 PVB,118"A) , 47 FRAME, I.F. HEAD #4071A, 6063-T6 FRAME, .F. LOW SILL #4072A, 6083-T6 2.374 PRDWCTREVISED as complying with tie Fle i& Beidieg Code N•'r_, .2 Die _ FRAME, I.F. JAMB 49 FRAME, .F. HIGH SILL A #407413, 6063 -T6 #4073►, 6063•T8 (USED AS RADIUS TOP HEAD) Reeder Reel* FJC Diew bele 1111308 Reeder u.w FJC 1/24/08 Dam* JC 911/06 Reabbrse a A Cladold9X J.J. ADDLE FRAME ITEMS 47 4& 49AND 5O. UPGRADEREM21. ADO I1EA192 CH O. DESLRIPiION ITEMS 7,9 613 NO CHANGE 771X SHEET Daft 223/07 1270 TECHNOLOGY DRIVE NOKOMIS, FL34276 P.O. 80X 1629 NO100606, FL 34274 Pc _T VLrl* Bauer PARTS LIST wa ALUM. SINGLE HUNG WINDOW, IMPACT aa.• d,e 38700 Bak NTS Woe 6 d 11 4040 -20 taw B Robert L Clark, P.E. PE 939712 Structural •••• • • • • • •• • • • • •. • • • • • • • •• •••• • • •••• • • •• • • • ••• • • • • •• • • • ••• •••• • • •••• 1.383 0 FLANGE FRAME HEAD #4002A. 8063 -T6 h- 2.784 —►{ .082 6 FLANGE FRAME JAMB #4004, 8083 -T5 (USED AS RADIUS TOP HEAD) • •• • • • • • • • • • • •• •• • • • ••• 2'1 FIXED MEETING RAIL #4054A.8083HD -T6® 3.446 23 2.946 10 FLANGE FRAME SILL (HIGH) #4050A,6063 -T6 O FLANGE FRAME SILL (LOW) #40030,6083 -T8 149 I-- 1.451 J 0 SASH STOP #4025, 6063-T5 h-2279 �{ 1.707 .062 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #4006C,8083HS -T6 #4007, 6083-T5 h.-1 .738 040 -jiT- 17 SASH STOP COVER #4053, 6063-T5 I.F. FRAME SEALANT ALONG ENTIRE JOINT 11 I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D-D VIEW E -E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION -+1 1.165 I- 0 SASH S DE RAIL #4008, 6083-T5 68 SASH BOTTOM RAIL (HIGH) #4051A.6063 -T5 .878 1.098 T O GLAZING BEAD 7/16" #4222, 6063-T5 .060 t.115�1 O GLAZING BEAD, 7/16" #985C,8063 -T5 (USED W/ GRILL KIT) .678 1.098- --��r{ 41 GLAZING BEAD, 5/16" #4039B,8083 -T5 .050� 1.01 i. •I1 GLAZING BEAD, 5/16" #40448, 808345 (USED W/ GRILL KIT) �f��T1.097 GLAZING BEAD, 13/16" IG #4067, 6083-T5 Rwder Rseeer FJC Rover FIG used FK orr 11/J&IB 4e Rerilskrar A UPDATE FRAME CORNET ASSEMBLY TO INCLUDE IF. AND UPGRADE D M21ALLOY. NO CHANGE MIS SHEET Dar 6/1175 /7ecied* J.J. Oahe 2/23107 1070TE HNOLOOY DRIVE Nom, PL 34275 P.O.89X1518 NOKOMIS, R.34234 13dr Vtdbly BeKer EXTRUSIONS & FRAME CORNER DETAIL lax ALUM. SINGLE HUNG WINDOW, IMPACT at.ret Str/00 are sent 7 d 11 inmate 4040-20 fia B !v� Robert L Clark, P.E. PE 839712 Structural • • • • • •• • • • • • • •••• • • • •••• • • • • • • ••• • • • • • •••• ••• • • • •• • • • • • •• • • • ••• • •• ••• • • • • • ••• • • • • •••• • • • •••• ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. SUBSTRATE: WINDOW HEIGHT 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 H T N ONZ 3 0 -Z:ni 0 ° ONZ— 0 Z<N U ONZ U -OMNZrZN 0 o U 0 8 NZ 0 'ZtV 0.3 io NZ 0 'ZNZ— 0 tN +� 0 0 ZciV 0 0WDOWG (i) NO 0 —Z 0 WIDTH S 19.125 C,D,E,F,G, H,4J,,L 1 1 21 1 1 1 1 1 1 1 21 1 1 1 122212222222222222222222222222222322 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 33 ABM 1 1 2 1 1 1 1 1 1 1 1 2 1 1 1 1 1 2 1 2 2 1 1 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 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 3 3 24.000 C,D,E,F,G, H,I,J,K,L 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 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 2 2 1 2 3 1 2 2 1 2 3 1 3 3 1 2.2 1 3 3 ABM 1 1211121212122. 1 1 1 1 1 1 21222222222222222232 1 1 1 1 1 1 1 1 1 1 .222232223332233 1 1 1 1 1 1 1 32.000 C,D,E,F,G, H,I,J,K,L 1 1.2 1 1.2 1 2 2 1 2.3 1 1 2 1 2 2 1 2 3 1 1.2 1 2 3 1 2 3 1 2 2 1 2 3 1 2 3 1 2 2 1 2 3 2 3 3 1 2 2 1 3 3 2 3 4 1 3 2 1 3 3 2 3 4 1 3 3 1 4 4 ABM 1 1 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 1 2 3 1 2 2 1 2 3 1 2 3 1 2 2 1 2 3 1 3'3 1 2 2 1 3 3 1 3 4 1 3 2 1 3 3 1 3 4 1 3 3 1 4 4 37.000 i• • C,D,E,F,G, H,I,J,K,L 1 2 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 2 2 3 1 2 2 1 2 3 2 2 3 1 2 2 2 2 3 2 2 3 1 2 3 2 2 3 2 3 4 1 2 3 2 3 3 2 3 4 1 3 3 2 3 4 2 3 5 1 3 3 2 4 4 ABM 1 2 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 2 2 3 1 2 2 1 2 3 2 2 3 1 2 2 2 2 3 2 2 3 1 2 3 2 2 3 2 3 4 1 2 3 2 3 3 2 3 4 1 3 3 2 3 4 2 3 5 1 3 3 2 4 4 • • i •0.000 •• i•• PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3 4 2 4 5 2 3 3 2 4 4 A.B M 2 2 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3 4 2 4 5 2 3 3 2 4 4 i • IP •• 44.000 III •• ••• PSF 79 C,D,E,F,G, Ii,1, J, K, L 2 2{ 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 3 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3 4 2 4 5 2 3 4 2 4 5 A'B.M 2 —2 Ti 2 2 2 2 2 2 2 2 3 2 2.2 2 2 3 2 2 3 2 2 2 2 3.3 2 2 4 2 2 3 2 3 3 2 3.4 2 2 3 2 3 3 2 3 4 2 2 3 2 3.4 2 3.5 2 3,3 2 3 4 2 4 5 2 3 4 2 4 5 • • • • 48.000 PSF 79 79 C,D,E,F,G, H,I,J,K,L 2 22222122322233: 2 2 2 2 2 2 4233. 2 2 3342 2 2 .3343423343533343'53345463.455 2 2 2 2 2 2 2 3 2 2 3 2 2 AB,M 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3 4 3 3 5 2 3 3 2 4 5 3 4 6 2 3 4 2 5 5 53.125 PSF 72 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 3 3 4 2 3 3 2 3 4 3 3 5 2 3 3 2 4 4 3 4 6 2 3 4 3 4 5 3 4 6 2 3 4 3 5 6 2 2 212 2 3 2 2 2 3 A B,M 2 2 2 2 2 2 2 2 2 3 4 2 2 3 2 3.4 2 3 4 2 2 3 2 3 4 3 3 4 2 3 3 2 3 4 3 3 5 2 3 3 2 4 4 3 4 5 2 3,3 2 4 5 3 4 8 2 3 4 3 4 5 2 2 212 2 3 2 2 2 3 Ramer Real Etx FJC ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -114' ELCO SS4 CRETE -FLEX 3- #12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -181/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 8" 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 UMITATIONS: 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 1S AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 118 2 213 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 3 a+c 1117n3011 Ratobar Re0 m R'EY6SE ANCHORAGE TABLE ANDpOTES. AMIDE ADP MAX WHERE ANCHOR QTNNYIS RES7171CIEOBYG2E. Romer FJC Das 124106 A NO CHANGE THIS SHEET taam* FJC Das 712805 ra.mmer J.J. ore 22307 1070 TECHNOLOGY DRIVE NOKOI 1S. FL 34275 P.O. BQX 1529 Nom. FL 34274 PST Visibly Better ANCHORAGE SPACING, 1/1 WINDOWS Tie ALUM. SINGLE HUNG WINDOW, IMPACT eresessee EH= NTS 8 d 11 �+cw 4040 -20 •••• • • • • • •• • • • • • • •••• • • • •■•• • • a • • • ••• • • •• •• • • • • •••• ••• • • • •• • • • • • •• • • • ••• • •• ••• • • • • • ••• • • • • •••• • • • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE B. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 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 NOTE2. AABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS AARE l "ASS• 5. DESIGN PRESSURE UMITATIONS: SUBSTRATE: WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 78.000 ANCHOR TYPE — - c "o NQ $ 0 z N0POcoiOc�0 0 0 0 zc"o 0 0 z U 0 acoo ONONO U a 3 0 z 0 0 Z0)0 —ocii 0 5 0 ,,,Z NO`-Ocv0NO 0 0 zm0 0 0 „? 0 z 0 0 zo,o —Oci 0 0 5 0 z.zM NO 0 0 Oc3 0 O 0 z,zcnp NO 0 0 Oc4i0NO"-IQ 0 0 5 0 a 0 0 a WINDOW WIDTH GLASS TYPE 19.125 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 A,B,M 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 24.000 PSF 79 C,D,E,F,G, H,I,J,K,L 1 11-1 1 1 1 1 1 1 1 2 2 1 1 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 3 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 A,B,M 1 111 1 1 1 1 1 1 1 2 2 1 1 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 3 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 32,000 PSF 66 77 C,D,E,F,G, H,I,J,K,L 1 111 1 1 1 1 1? 1 1 2 2 1 2 2 1 2 2 1 2 3 1 2.2 1 2 2 2 3 3 1 2 2 1 3 3 2 3 3 1 3 2 1 3.3 1 3 3 1 2 2 1 3 3 1 4 3 1 3.2 1 4 3 1 4 3 1 3 2 1 4 3 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 A,B,M 1 1 1 1 1 1 1 1 1'11 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 2 2 2 3 3 1 2 2 1 3 3 2 3 3 1 3 2 1 3 3 1 3 3 1 2 2 1 3 3 1 4 3 1 3 2 1 4 3 1 4 3 1 3 2 1 4 3 MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: • 37.000 • • PSF 59 67 79 C,D,E,F,G, H,I,J,K,L 1 111 1 1 1 1 1 [ 1 2 212 1 2 2 1 2 2 2 2 3 1 2 2 2 2 3 2 3 3 1 2 2 2 3 3 2 3 3 1 3 3 2 4 3 2 3 3 1 3 2 2 3 3 2 4 3 1 3 2 2 4 3 2 4 4 1 3 2 2 4 3 A,B,M 1 111 1 1 1 1 1(1 2 2!2 1 2 2 1 2 2 2 2 3 1 2 2 2 2 3 2 3 3 1 2 2 2 3 3 2 3 3 1 3 3 2 4 3 2 3 3 1 3 2 2 3 3 2 4 3 1 3 2 2 4 3 2 4 4 1 3 2 2 4 3 • •• •40.000 •• e PSF 54 79 62 79 C,D,E,F,G, H,I,J,K,L 2 2 2 1'[11 1111 2 2122222232233332233433343333343443343443353 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 2 111 111 111 2 2 1 2 2 2 2 2 2 2 2 2.3 2 2 2 2 3 3 2 3 3 2 2 2 2 3 3 2 4 3 2 3 3 2 4 3 2 3 3 2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 5 3 PRQDUCTREVI D ,MA,r, aide Acceptance Ns .k - %rr /16 Woe_'7.r�4'4+c20// • •• .1'44° .000 ••• ••p • 48.000 53.125 PsF 49 79 56 79 79 MAX C,D,E,F,G, H,I,J,K,L 2 2 2 117 111 117 2 212 2 2 2 2 2112 2 3 3 2 2 2 2 3 3 2 3 4 2 2 3 2 3 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 5 4 (DP LIMITED) PSF 117 HEAD JANBABOVE A,B,M PSF 2 2 2 1111 [1111 45 74 51 2 2( 222312 74 2 2 79 2 332233342 79 2 2 2 2 .33.34.43343443343443343443354 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG. RAIL JAW BELOW MTG. RAIL j1 , C,D,E,F,G, H,I,J,K,L 2 2 2 111 1 1 1 1 1 1 2 212 2 2 22f2 2 2 313 2 2 2 2 3 3 2 3 4 2 3 3 2 3 3 3 4 4 2 3 3 2 4 4 2 4 4 2 3 3 2 4 4 3 4 4 2 4 3 2 5 4 3 4 4 2 4 3 2 5 4 A,B,M PSF 2 2 2 111 111 111 41 67 46 2 212 67 2 2 2 2 212 76 2 3 79 2 2 2 2 313 2 3 4 2 3 3 2 3 3 3 4 4 2 3: 3 2 4 4 2 4 4 2 3' 3 2 4 4 3 4 4 2 4 3 2 5 4 3 4 4 2 4 3 2 5 4 (FUUHP JAPA3 ABOVE 2 2 %� L /�`'r / /�� y / .67 R«• L. Cork, P.E PE #38712 Structural C,D,E,F,G, H,I,J,K,L 2 2 2 2 212 2 2 21-2-1-i 2 3 313 2 3 3 2 3 3 3 4 4 2 3 3 3 4 4 3 4 4 2 3 3 3. 4 4 3 4 4 2 3 3 3 4 4 3 5 5 2 4 3 3 5 4 3 5 5 2 4 3 3 5 4 MTG. RAIL JAMB BELOW • RAIL 111 1 1 1 1 1 A,B,M 2 2 2 10 1 111 2 212 2 2 2 2 2-12 S 313 2 3 3 2 3 3 3 4 4 2 3 3 3 4•4 3 4 4 2 3 3 3 4 4 3 4.4 2 3 3 2 4 4 3 5 4 2 4 3 3 5 4 3 5 4 2 4 3 3G 5 4 �•: ae� acimne 107E TECHNOLOGY DRIVE NDKOMIB, FL 34276 P.O. KIX 1610 NOKOMS, FL 34274 aoyms ANCHORAGE SPACING, STANDARD VIEW ROMS : FJC 11/1SID3 B REVISE ANCHORAGE TABLE AND NOTES. ADD r ANC WHERE ANCHOR DNOTE ESTRtc7®eYSr� ALUM. SINGLE HUNG WINDOW, IMPACT rx FJC a1 1/1488 aav� a ®er. FJC Date 7/ A ci eai8X J.J. NO CHANGETH/S SHEET uee 1 TJ2.4ID7 Visibly Better aesaa�e SN7m emote NTS ere 9 s 11 �� 4040 -20 Rat B •••• s • • • • •• • • • • •° • • • • • • •• • •••• • • •••• • • •• • • • • • • • •• • • • ••• •••• • • •••• • • • • • • • ••• •• • ••• •• • •• ••• • ••• • • • • 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 8 17.125 22.888 28.211 33.754 39296 44.839 50.382 55.925 o QNZ�Ot7o,6,_6 U 0 Q 0 o 0 0 0 0 o ?ONZ_ZNZ [1 0 0 0 0 0 0 0 ,_2NON2,Zt?ONO U 0 0 U 0 0 0 $ 0 00 0 -O 0 tN ?ON2.._ZN 0 00 0 0 ONO 0 v 0 0 r2 U WIDOW WIDTH GLASSN TYPE 19.125 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 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24000 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 K,L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 2 D,E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 32.000 K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 2 PSF 3 1 2 1 3 3 1 3 1 3 79 4 1 3 1 4 4 1 3 1 4 44.000 2 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1(1. 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 PSF 79 79 73 79 79 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 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 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 PSF 79 76 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 3 5 5 4 5 5 1 4 6 PSF 78 79 70 79 79 71 79 73 78 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 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 5 4 8 6 5 6 • PSF 71 79 83 71 79 84 74 86 77 69 89 • 93.125 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 K,L 1 1 1 2 2 2 3 3 3 4 4 5 4 5 6 5 6 6 5 7 6 5 7 ANCHOR QUANTITIES • • • • SUBSTRATE: ANCHOR TYPE:-, AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 0 wa 1••WIDTH N §-§ a§" § -N§ N O ' O N N § -N § r 8 ^ § N N 8O N N O - 8 N N §' I•• 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 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 3 2 3 4 2 3 4 2 3 • 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 1 2 1 2 2 2 2 3 1 2 1 3 3 1 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 44.000 2 78 2 1 . 2 1 2 2 2 3 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 5 1 3 1 4 513 1 4 48.000 2 2 73 2 2 1 2 2 2 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 53.125 73 58 2 2 1 2 73 2 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 3 1 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD - 181/2" MAX. FROM CORNERS JAMBS -171/7 MAX. FROM TOP CORNERS 11 1/7 MAX ABOVE THE MEETING RAIL 6° MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. 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 AA& WINDOWS ARE 12 5/8° MIN. TO 38" MAX. p. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR Airk FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 8. DESIGN PRESSURE LIMITATIONS: A 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. A TABLE 7. KEY: MAX PSF (DP UNITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 2 4 ® TABLE 8. KEY: MAX PSF (DP LIMITED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 112 2 2 00060 FJC •0.180 FJC FJC 0"a. 1010 11/13879 Rodskgre a 8 REV/9EANf,1 ORAGETABLEAND NOTES. ADD DP MAX WHERE ANCHOR OTY A9 RESTRICTED BY SM. laas Ian A NO CHANGE MIS SHEET 0.8080: J.4 28307 10707E01SO-O0Y DRIVE NOKWOS, 8.34275 P.O. SOX 1578 NOK0608, 8.36274 PST * Bataer ANCHORAGE SPACING, CUSTOM VIEW m" ALUM. SINGLE HUNG WINDOW, IMPACT 8800000 sH700 NTS 00e 10 d 11 8+80000 4040 -20 B Ao7P.E. PE 539712 Structural • • • • • •• • EXTERIOR INTERIOR ® ALL HEAD AND SILL DETAIL ) CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE, (SEE NOTE 1 & 3) ® 2x WOOD BUCK ®(SEE NOTE 4) OPTIONAL 1x WOOD BUCK (SEE NOTE 4) • •• • • • • • •••• • • • • •••• • • • • • • ••• 111•• •• • • • • •• •• •• • • • • I •••• • •••• • • • • • • •••• • • • • •• • • • • • ••• • •• • • • • •••• • • • • •••• • ." 1 3/8" MIN., 1/4° TAPCON® 1.314" MIN., 1/4" CRETE -FLEX 1/4" MAX SHIM it 1/4" 4 MAX. J SHIM WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" MIN. 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)® 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU A 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)A DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE A 1/4" MAX —+- SHIM 1 318° MIN. At MAX SHIM 1 3/8" A MIN. ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 114• SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4°. 2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY. USE #12 STEEL SCREWS (G5) OR 114" SS4 CRETE -FLEX 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE •12 TRIMFIT HEADS. 4. 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 DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" 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 8063 -T5 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 TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPUCATIONS. 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. B. 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 2015). WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4)® .131" DIA. MIN. x 211Y NAIL, AT CORNERS AND 5" O.C. DETAIL F, (HEAD) .131' DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5" 0.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME 3 .131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE mtiiIl i "NmppnI� DETAIL G, (SILL) 1/4" X SMAHIM W000 FRAME PRODUCT VEVIESP i 4*11H111 iio N »f74,P.Z,62DU 6 asr ilateFlases Expiration IlowideF bas Rosiskac Rood*, We FJC 11/13/08 Ibwley. bole FJC 04076 FJC 811,!6 ADD 8/7EGRAL F84 ANCHORAGE UPDATE& REORDER NOTES 8 ADD NOTES 7. UPDATE CONCRETE EMBEDMENT DIt ftrokkar A ADD NOTE 6 RE FLAT HEAD ANa1OR£ ta,a•dex Dote mo TECHVOLOOY ORIVB NOKOMIS. FL 94276 P.O. BOX 1626 NOK0I2B. FL 34274 ANCHORAGE DETAILS -�� Li' ALUM. SINGLE HUNG WINDOW, IMPACT visibly Berner Sildaladt SH7C0 NTS 11 s 114040 -20 Re L. Mut,P.E. PE 639712 Sbualural BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R. C. Aluminum Industries, Inc. 2805 N. W. 75"' Ave. Miami, FL 33122 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "ML 100" Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M04 -05, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 05/02/04 with revision "C" dated 09/22/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 Division. 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 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 and renews NOA # 06- 1130.03 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned abovot • • • • • • • • The submitted documentation was reviewed 1y Matel Plrec, '.t, ; • • • • • • • • • • • •• ••• •• • • • •• ••�'1';''••• • • • • ", 1•:' • • Y4,16 • • • • • • • • NOA No. 09- 0128.14 •Vtcpiration Date: August 19, 2014 Approval Date: April 08, 2009 Page 1 ••e • •, rye •` +?G • a. • • • • • • • • • • •• • R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -05, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 05/02/04 with revision "C" dated 09/22/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -4024, dated January 14, 2004, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #04-0608.05) 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) Large Missile Impact Test per FBC, TAS 201 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with installation diagram of aluminum fixed and casement windows mulled together, prepared by Hurricane Engineering & Testing Inc., Test Report No. RETI -03 -1346, dated September 16, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #04- 0608.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 09/24/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None •• ••• • • • • • •• • • • • • • • •• ••• •• • •• • • ••• • • • • • • •• • • • • • •• • • • • • • •• • E- t• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Manuel Per Product Control E • NOA No. 09 Liixpiration Date: August 19, 2014 Approval Date: Apr1108, 2009 • R C. Aluminum Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of compliance, dated September 16, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 06, 2006, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA #06-1130.03) G. OTHERS 1. Notice of Acceptance No. 06- 1130.03, issued to R. C. Aluminum Industries, Inc. for their Series "Series "ML 100" Aluminum Tube Mullion — L.M.I.", approved on 04/05/07 and expiring on 08/19/09. .. ..... • • .. • • • • • • . .. ... .. • • • .. • • ... • • • • • • .. • • • • • .. • • • • • • • • • E -r. • • • • ... ... • • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • .. .. • • • .. .. ... • • • ... • • Manuel ' ere Product Control E • NOA No. 09-0 ; .14 E%piration Date: August 19, 2014 Approval Date: April 08, 2009 • TYPICAL WINDOW FRAME TYPICAL GLAZING PRODUCT 4000 6.000 MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MUWON PROPERTIES ONLY NOTES; THIS PRODUCT HAS DESIGNED AND I REQUIREMENTS OF THE BEEN BUILDING CODE mu 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (FNHZ). ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. W000 BUCKS BY OTHERS, MUST 80 ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS USEED. SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE StI1ts IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIUS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE BECTON 2003.8.4. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTIWIAR OPENING. STFp 1 USE APPROVED GLAZING PRODUCTS MELTING ABOVE LOAD REQUIREMENTS. STEP , USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 5 THRU 7 AND ANCHOR CHARTS .$.1.0_5 ON SHEET 4, SELECT ANCHOR TYPE WRH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE 3.000 TUBULAR SHAPES • 2000 ALLOY = 8083 —TB •• • tom ••a • ••II • ••• • • 0 Z FI a as of G N °.0o ; IL Z m d Jens W e p 8d F ;048 J •••• • •••1 eal • w CO •••12 • • • 1 • •• •• •• m9 • Z • • • • • ••l • • • • • •• • • • •••• MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL, SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Ertgr: OR. HUWYOUN FAA000 STRUCTURES RA PE # 18557 CAN. 3538 SEP 2 5 2008 PRODUCT REb,.. as complying with Na r[w+Uu Acco)lAnseNa y r S:ilc i4: •••• g z 0 Z • N • 44 • • • ZS • 4 • _a • ••• • • 3 �x � N N n ••• ZTnM• •••• • 42 .1-# • � • •JM •••• Uov,j D =Ni•K• • 5 na n 8 8 8 S 1 • >�I drawing no. M04 -05 (sheet 1 of 7 ) • • • • •• ••• • ••• • •• • •• • • • • ••• • !-L000 1 25 �2.aD0 �� ^- -1.500 --- 2.000 125 2.00 V IV 1 6.080 q 6.000 ••• • 4.500 .406 4.000 .125 4.000 7 a= .125 - .188 590 2 X 4 STD. MULLION 1-1/2 X 4-1/2 CUSTOM MULLION 1 X3 STD. MULLION 1 X4 STD. MULLION wr- • t�i J J •:3 tail W f• • • • • • • • 2 X 6 STD. MULLION 6063 -76 • • • •• • ••• • WEA �h� 1.1&4 6063 -T8 6063 -T6 6063 -76 6063 -76 6.66-f• • • • 2.080 i .125 b.730 '-' .125 - 1.730 •••• • • • ••• • •••• • `- f 2.125 - 2125 ••••j • • • • •• •• •• • • • • ... • • • • • • • • •••f L 1 -3/4' MIN. FOR 3• TUBES 2 -3/4' MIN. ALL OTHERS ANGLE CLIP @ NOTCH OPOONAL 5500 NOTCH oPnow� MULLION CUP 5.500 Opp MULLION I CUP ii g - N ca .°, $ 8 oo -!q • R 8 6063 -T6 6063 -T6 6063 -T6 ca m pI g •, Ear: OR HsflUCTUREVS MOM FLA PE t51388557 couqgying w[m' aria- mac,_ . . D. •3_,,,:f ' A; n" i' SEP 2 5 2008 drawing no. M04 -05 (sheet 2of 7 ) • • • • •• ••• • ••• • •• • •• • • • • ••• • DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS, WIDTH (W) MULL SPAN 1 X 3 1 X 4 2X4 STD. STD. STD. 1 -1 /2 X 4 -1/2 CUSTOM 2 X 8 3711. 2 X HEAVY WINDOW DIMS. WIDTH (W) MULL SPAN I X 3 STD. 1 X 4 STD. 2 X 4 STD. 1 -1/2 2 4 -1/2 CUSTOM 2 X 8 STD. 2 X 8 HEAVY WINDOW DIMS. WIDTH (W) MULL SPAN 1 X 3 STD. 1 X 4 STD. 2 X 4 STD. 1 -1/2 X 4 -1/2 CUSTOM HEAVY 19 -1/8" 28 -1/2' 30" 37- 42" 48" 38 -3/8' 54' 80' 66' 72' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 180.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 137.8 150.0 150.0 150.0 124.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 112.7 150.0 150.0 150.0 150.0 150.0 103.3 150.0 150.0 150.0 150.0 150.0 19 -1/8' 28 -1/2" 30' 37' 42' 48" 54' 80" 88' 72' 74 -1/4" 74.8 150.0 150.0 150.0 150.0 150.0 53.8 115.4 150.0 150.0 150.0 150.0 47.5 101.9 148.9 150.0 150.0 150.0 38.5 82.6 120.7 150.0 150.0 150.0 33.9 72.8 108.4 150.0 150.0 150.0 29.7 83.7 93.1 150.0 150.0 150.0 28.4 56.8 82.7 150.0 150.0 150.0 23.8 51.0 74.4 150.0 144.1 150.0 21.5 48.3 57.7 136.7 131.0 150.0 42.5 62.0 125.3 120.1 150.0 19 -1/8' 28 -1/2" 30' 37' 42" 48" 54' 60' 66' 72' 120' 37.9 55.3 123.8 150.0 27.3 39.9 89.3 111.0 24.1 35.3 78.9 150.0 28.8 64.0 79.5 25.2 58.4 70.1 22.0 49.3 61.3 112.6 43.8 100.1 39.5 49.0 90.1 35.9 44.6 81.9 32.9 40.9 19 -1/8' 28 -1/2' 30" 3Y 42" 48' 50 -5/8" 54" 80' 86" 72 •••• " • • • 19 -1/8' ♦ • • 26 -1/2' • • • • 30'• • •••• 42" • 48" • 411• 54" • • • goo •••• • 72" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 142.5 150.0 150.0 150.0 150.0 150.0 115.5 150.0 150.0 150.0 150.0 150.0 101.8 150.0 150.0 150.0 150.0 150.0 89.1 143.1 150.0 150.0 150.0 150.0 79.2 127.2 150.0 150.0 150.0 150.0 71.2 114.5 150.0 150.0 150.0 150.0 64.8 104.1 150.0 150.0 150.0 150.0 58.4 95.4 139.3 141.3 •150.W•150.0 102.0 • 155.0 :50.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8' 28-1 /2" 30" 37. 42' 48" 54' 80' 68' 72' 84" 51.5 110.4 150.0 150.0 150.0 150.0 37.2 79.7 118.4 150.0 32.8 70.4 102.8 150.0 150.0 150.0 150.0 150.0 28.8 57.1 83.4 150.0 150.0 150.0 23.4 50.3 73.5 150.0 150.0 150.0 20.5 44.0 64.3 143.8 1409 150.0 39.1 57.1 127.8 125.1 150.0 352 51.4 115.0 112.8 150.0 32.0 48.7 104.6 102.4 150.0 29.3 42.8 95.9 93.8 150.0 19 -1/8" 28 -1/2' 30" 37" 42' 48' 54' 60" 86' 72" 132' 28.5 41.6 93.0 115.6 150.0 20.5 30.0 87.1 83.4 150.0 26.5 59.3 73.7 135.4 21.5 48.1 59.8 52.6 48.1 84.6 32.9 40.9 38.8 67.7 27.0 81.5 24.7 90.1 150.0 150.0 73.0 :132,2 :50.0 64.3 • 61SF9 • 450.0 55.3 101.9 •148. 8 50.0 • 90.6• 132.3 45.0 • I S • *18.0 40.9 J41• • 108.2 37.5 • 67.9 792 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2' 30' 37' 42" 48" 54' 80' 88" 72" 98" 34.5 74.0 108.1 150.0 150.0 150.0 24.9 53.4 78.0 150.0 150.0 150.0 22.0 47.2 88.9 150.0 150.0 150.0 38.2 55.9 125.0 139.8 150.0 33.7 492 110.1 123.2 150.0 29.5 43.1 88.3 1079 150.0 26.2 39.3 85.6 95.8 150.0 23.6 34.4 77.1 86.2 150.0 21.4 31.3 70.1 78.4 144.0 28.7 642 71.8 132.0 19 -1/8" 26-1 /2' 30° 37' 42' 48' 54' 60" 88" 72' 144' 21.9 32.0 89.0 23.1 51.7 84.3 118.0 20.4 45.7 56.8 104.3 37.0 46.0 84.5 40.5 74.5 35.5 65.2 25.4 31.5 57.9 22.8 28.4 20.8 25.8 23.7 43.4 19 -1/8' • 26 -1 /2' • 30' •• 37' • • 42" • ••• 48" •••8• 54' • • •••• 80° 58" 72" • 1221 i5a0 • 150.0 88.1 •W09 •IM0 77.8 •':9,150.0 83.1 119.9 150.0 55.8 :1016••L50.0 48.6 $2.4 1.15.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 432 82.2 120.0 150.0 150.0 150.0 38.9 73.9 108.0 150.0 150.0 150.0 35.4 87.2 98.2 150.0 150.0 150.0 32.4 81.8 90.0 150.0 150.0 150.0 18 -1/8" 26 -1/2' 30' 37' 42' or 54' 60" 86" 72" 108' 24.2 51.9 75.9 150.0 150.0 150.0 375 54.8 122.8 150.0 150.0 33.1 48.4 108.3 134.5 150.0 28.9 39.2 87.8 109.1 150.0 23.7 34.8 77.3 98.1 150.0 20.7 30.2 67.7 84.1 150.0 28.9 80.1 74.7 137.3 242 54.1 67.3 123.8 22.0 49.2 81.2 112.3 20.2 45.1 58.1 103.0 N07E: MUWONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS ARCHES TO 13E WSGRBED DIME RECTANGU1AR SHAPE GLAZING PRODUCT MUUJON GLAZING PRODUCT TYPICAL MULUON ARRANGEMENTS 2 PRODUCT I N 3 GLAZING PRODUCT GLAZING PRODUCT r9 MULLION SPAN PRODt1CT REVISED =complying aid* dm Maids Welding Cock Azeoptanco No q -0 z fit t CC o Rg 81 ti girth ALUMINUM TUBE MULLIONS D 1 drawing no. M04-05 • 4 • •• • • • • • •• DESIGN LOAD CAPACITY - PRY DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW 121905. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN 42 A4 AA2 444 B2 94 WIDTH (5) NULL SPAN A2 A4 AA2 AA4 B2 94 WIDTH (W) MULL SPAN A2 B2 19 -1/8' 26 -1/2° 30' 37' 42° 48° 54' 80' 86' 72 38-3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 135.1 150.0 150.0 150.0 150.0 150.0 118.2 150.0 150.0 150.0 149.8 150.0 105.1 150.0 150.0 150.0 133.1 150.0 94.6 150.0 145.1 150.0 119.8 150.0 86.0 150.0 131.9 150.0 108.9 150.0 78.8 150.0 120.9 150.0 99.9 150.0 19 -1/8' 26 -1/2° 30' 37' 42" 48' 54. 80° 88' 72' 74 -1/4' 150.0 150.0 150.0 150.0 150.0 150.0 110.7 150.0 150.0 150.0 140.2 150.0 97.7 150.0 150.0 150.0 123.9 150.0 793 150.0 121.6 150.0 100.4 150.0 69.8 139.6 107.1 150.0 88.5 150.0 61.1 122.2 93.7 150.0 77.4 150.0 54.3 108.6 83.3 150.0 68.8 137.6 48.9 97.7 75.0 150.0 61.9 123.9 44.4 88.9 68.2 138.3 56.3 112.6 40.7 81.5 62.5 125.0 51.6 103.2 19 -1/8' 26-1/2" 30' 37' 42' 48' 54' 90' e6° 72' 120" 94.9 150.0 145.6 150.0 120.2 150.0 88.5 105.1 150.0 60.5 121.0 92.8 150.0 78.6 150.0 49.0 98.1 150.0 124.3 43.2 132.6 54.7 37.8 116.0 47.9 33.6 51.6 85.2 30.2 27.5 60.5 55.0 92.8 84.4 38.3 78.6 69.7 25.2 50.4 77.3 31.9 63.9 19 -1/8' 26 -1/2' 30° 3r 42' 48' 54' 80' 88' 72' 19 -1/8. 26 -1/2' 30' 37° • 42° 48' ° • 60* • 88' 72° 80 -5/8' ••.y • • •• • •••• • •••• (.60• •• • • •••• • 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 143.4 150.0 150.0 150.0 150.0 150.0 116.2 150.0 150.0 150.0 147.3 150.0 102.4 150.0 150.0 150.0 1299 150.0 89.8 150.0 1375 150.0 113.5 150.0 79.8 150.0 122.2 150.0 100.9 150.0 71.7 143.4 110.0 150.0 90.8 150.0 85.2 130.3 100.0 150.0 82.6 150.0 59.7 1195 91.7 150.0 75.7 150.0 19 -1/8' 28-1/2" 30' 37' 42' 48' 54° 80' 68' 72" 84" 135.5 150.0 150.0 150.0 150.0 150.0 97.8 150.0 150.0 150.0 123.9 150.0 88.4 150.0 132.6 150.0 109.5 150.0 70.1 140.1 107.5 150.0 889 150.0 81.7 123.4 94.7 150.0 78.2 150.0 54.0 108.0 82.9 150.0 88.4 136.9 48.0 98.0 73.7 147.3 60.8 121.7 43.2 86.4 66.3 132.6 54.7 109.5 39.3 78.5 80.3 1205 49.8 99.5 38.0 72.0 552 110.5 45.8 91.2 16 -1/8' 26 -1/2' 30" 37* 42" 48° 54" 80' 98° 72' 132' 88.2 132.3 150.0 150.0 62.2 150.0 150.0 55.0 11 0.0 150.0 139.3 44.8 89.2 68.4 136.8 58.5 113.0 39.3 78.5 120.5 49.8 99.5 34.4 88.7 105.5 87.1 30.5 38.7 27.5 42.2 84.4 34.8 69.7 25.0 50.0 38.3 31.7 45.8 150.0 150.0 136.9 f 15018 • 121.0 •10.0 98.1 150.0 88.4: 141.0 75.8 • •SD.• • 67.2 _4V.4 • 80.5 1 121.• 88.0 1 ib.0 • 50.4 t 9018• 150.0 150.0 .150.0 150.0 •.132.6 •118.0 .103.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 124.3 109.5 95.8 85.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 92.8 •84.4 77.3 150.0 150.0 150.0 76.6 69.7 63.9 150.0 139.3 127.7 19-1/8" 26 -1/2° 30" 37' 42' 48' 54' 60' 68' 72° 96" 118.8 150.0 150.0 150.0 150.0 150.0 85.8 150.0 131.3 150.0 108.5 150.0 75.6 150.0 118.0 150.0 95.8 150.0 61,3 122.8 94.1 180.0 77.7 150.0 54.0 10&0 82.9 150.0 68.4 136.9 47.3 94.5 72.5 145.0 59.9 119.8 42.0 84.0 64.4 128.9 53.2 106.4 37.8 75.6 58.0 118.0 47.9 95.8 34.4 68.7 52.7 105.5 43.5 87.1 31.5 63.0 48.3 96.7 39.9 79.8 19 -1/8° 26 -1 /Y 30" 37* 42" 48" 54' 60" 86' 72' 144' 79.1 121.3 150.0 100.2 150.0 57.1 114.1 87.5 72.3 144.8 50.4 77.3 150.0 63.9 40.9 81.7 125.4 51.8 36.0 72.0 110.5 91.2 31.5 48.3 98.7 39.9 79.8 28.0 43.0 85.9 50.4 77.3 31.9 45.8 35.2 29.0 58.1 21.0 42.0 32.2 84.4 28.6 53.2 19 -1/8'• 28 -1 /2 30' 37* • 42' • 48° • 54° 60" • 68' 72' • • • • 638' •• •••• • •••• 150.0 • _ �.Q B 130.4 150.0 •I50.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 11s2 •I .!• • 93.4 • gin 4 82.3 150.0 •150.0 150.0 148.0 150.0 •143.3 150.0 118.4 150.0 72.0 144.3 • 128.3 150.0 104.3 150.0 •1105 150.0 91.2 150.0 64.0 •28.0 •98.2 150.0 81.1 150.0 57.6 1152 88.4 150.0 73.0 146.0 52.4 104.7 80.3 150.0 86.4 132.7 48.0 96.0 73.7 147.3 60.8 121.7 19 -1/8' 26 -1/2° 30' 37* 42' 48' 54' 80' 68' 72" 108' 105.4 150.0 150.0 150.0 133.8 180.0 78.1 150.0 118.7 150.0 98.4 150.0 67.2 134.4 103.1 150.0 852 150.0 54.5 109.0 83.6 150.0 89.0 138.1 48.0 96.0 73.7 147.3 60.8 121.7 42.0 84.0 84.4 128.9 53.2 108.4 37.3 74.7 57.3 114.8 47.3 94.6 33.6 87.2 51.8 103.1 42.6 85.2 30.5 81.1 46.9 93.7 38.7 77.4 28.0 58.0 43.0 85.9 35.5 71.0 NOTE ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS maioss TYPE 82 OR B4 • • GLAZING PRODUCT U t GIAZINO PRODUCT VERTICAL MUWdi z 0 PRODUCT PRROODUCT = ANCHORS 82 OR S4 micALmiugalimmuaas Anson TYPE AZ AA. 92 OR 24 HORIZONTAL MULLION ARCHES TO RE INSCRIBED INSIDE RECTANGULAR SHAPE -74,"---- ,' PRAZING ~ �� ,? • GLAZING PRODUCT U t GIAZINO PRODUCT \_ANCROAS 17F0 42. 44 82 OR 84 MUUJON SPAN STRUCTURES FLA. PE 18557 SEP 25 2003 Rg CC aio cn MINUM TUBE MU del- 1 drawing no. M04-05 • • •• • • •••• • • •• • 1/4' HILTI KWIK CON 1 1/4' HILTI KWIK CON 0 _ 1 -1/4" MIN. EMBED INTO MASONRY 1-1/e MIN. EMBED INTO MASONRY 1 2 PER CUP (1 ON EACH WING) / 1 PER ANGLE 1/4' HILTI KW CON II 1/4' HILT] KWIK CON II 1 -3/4° 1 -1/4- MIN. EMBED INTO MASONRY 1 -1 4 MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) / 2 PER ANGLE EDGE DIST. EDGE,. 3. . I •.I I 111 i ' e 1° 11 MIN. ' V ali 'y+ a a •A utl �� a MiliaMi• MI fib -;;. ''' i ii ,,,�1 - -.., ^ - !,- t11� „"_ . 11 1 Ir„ MOO \ , 0 MY WOOD BUCK i i i t i I I MP M1- JI 1BY WOOD BUCK - FLOATING CUP 114 SMS 2 PER ANGLE O.C. MIN. ]] I II 11 I I 11 II II U U 1 1 1 I 2 X 2 X 1/8' ALUM ANGLE - FLOATING CUP #14 SMS ANGLE 1 -3/4 0.C. I 11 II II II it ii 11 II U U 1 2 X 2 X 1/8' ALUM ANGLE CON 1 1/4' HILTI KWIK CON II 1 -3/8' MIN. WOOD PENETRATION WING) 1 PER ANGLE CON 0 WING) FOR 3' TUBE 2 -3/4' 0.0. MIN. FOR ALL OTHER TUBES 1/4' 1 -3/8' MIN. WOOD HILTI KWIK CON 0 PENERATKN 2 PER ANGLE 1' MIN. 1/4' HILT! KWIK 1 -3/8' MN. WOOD PENETRATION 2 PER CUP (1 ON EACH 1/4' HTLTI KWIK 1 -3/8' MIN. W000 PENETRATION 1'MII . 1' MIN. 4 PER CUP (2 ON EACH .) EI�G& DI�'. '�'�jjjj �11�1!IJiU r� ,_��/ �n. • • p• • V• • • 1 • '-j •••• I • I•••• 1 • • • • t -3/4• i4 • • 2B�•Y WOOD BUCK WWO•STa7�LT1/RRE N, ” I -ice, '� .... 1 1 I I I I I !=. =, I 1 1 1 I I I FLOATING CUP ;14 SMS 2 PER ANGLE 1-3/e 0.C. MN. / II 11 11 II U LI I 1 1 1 L ALUM2ANGLEB• 2BY WOOD BUCK WOOD STRUMURE FLOATING CUP %14 SMS 2 PER ANGLE 1 -3/4' O.C. MN. II II; I I I I U U 1 1 I I I A1,1__ / ALUM2ANGLEB+ g 1 gg $ i M g ) • • • • • ' • • • FOR 3° TUBE FOR ALL -3/4" OTHER TUBES • • • • EDGE DIST. 1 •1 1 1• ANCHORS TYPE 'A4' • • ♦•w• • • II. LI $ st °ffi / I I B 1 J I 1 a CO V � : ^ 1 Engr. OR. NULLkYaUN FAFX100 FLA. PE ' T CAN. 3538 �� SEP 2 5 200E PRODUCT REVISED es mmp]yiag 111l11Ihe FTmida Bnii CCod4 ANo • ` -0 211 41111.:=T' • sr ii /. .....10 �..:._ • � ALTERNATE ANCHOR LOCATION c 1 drawing no. M04 -05 MULLION CLIP ALL CUPS TO FR SNUG INTO TUBE MULLIONS.' TAPCONS MAY BE HEX OR FIAT HEAD. ANCHORq TYPE 'A2' •c sof 2 -1/2° MIN EDGE DIST. 1/4° HILTI KWIK CON B 1 -3/4' MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) MASONRY OR CONCRETE 0) MASONRY —OR CONCRETE 2 -1 /2 MIN. EDGE DIST. 2 7/2 MIN. rEDGE DIST. ALTERNATE ANCHOR LOCATION MULLION CUP FLOATNG CUP 1 /4• HILTI KWN CON 11 1 -3/4° MIN. EMBED INTO MASONRY 1 PER ANGLE ---sir ,tt�u 14 SYS 2 PER ANGLE 1 -3/4' 0.C. MIN. FOR 3° TUBE 2 -3/4' O.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE • , H 3° MIN. . , ,p 1/4° HILTI KVIK CON II 1 -3/4° MIN. EMBED INTO MASONRY 2 PER CLP (1 ON EACH WNG) ANCHORS TYPE 'M2' 1 11 I II U 11 2 X 2 X 1 /8' ALUM ANGLE 2 -1/2° MIN. EDGE DIST. 3° MIN. • 1/4• HILTI MK CON 11 1 -3/4° MN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WINO) J�L ALL CUPS TO FR SNUG INTO TUBE MUWONS. TAPCONS MAY BE HEX OR FIAT HEAD. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE MEOUCRYIATE LACQUER. l/4° HILTI KWIK CON II 1 -3/4' MIN. EMBED INTO MASONRY 2 PER ANGLE MASONRY oR CONCRETE Lodi FLOATING CLIP 14 SMS 2 PER ANGLE 1 -3/4° O.G. MN. FOR 3' TUBE 2 -3/4' 0.0. MN. FOR ALL OTHER TUBS 3 SCREWS PER ANGLE ANCHORS TYPE 'M4' Eng?: DR. HN/AYOUN AR IF 00 0 STRUCTURES FLA. PEN 10337 CAN. 3538 SEP 2 5 2006 II 11 LJ U 2 x 2 K 1/8' ALUM ANGLE z g O 6 85 • •V • • •••• Z • • • — 7 •• • ••• 1 i Zs 6- • • 7 z' • • ••••%• Z4 •••• • • m •• •••.--3 • •.- D N•-* • • • 1 ma Z U) j+1 1 •• •• •• =1 M neap Z 73 • • • •0 4z • 2 •••• • Qc • • •••• Ni1F • • • -2 •• • • • • • ••••' PRODUCT REVISED as complying wilt Ow 21144d8 Building COdO Amps= No tepicattoollwo 111X• ,/ 8 0 0 ••• • • • ••• • ••• • •• • •• ••• • •. ••• • • 8 S B 0 gS� 4 m py� • drawing no. M04 -05 (sheet 6 of 7 ) METAL STRUCTURES 14 SINS OR 1/4' MS (STEEL. OR ALUM. 1/8' MIN. THICK) PER CLIP #14 SINS OR 1/4' TEKS STEEL : Fy ® 38 KSI MIN. (1 ON EACH WING) 1 PER ANGLE METAL STRUCTURES #14 SINS OR 1/4' TEKS (STEE1. OR ALUM. 1/8' MIN. THICK) 4 PER CUP #14 MIS OR 1/4' TEKS STEEL : Fy = 38 KSI MIN. (2 ON EACH WING) 1 PER ANGLE -¢ M�� ALUMINUM : 6063 -15 MIN. ALUMINUM : 8063 -T5 MIN. =� • -I. '— --gin. :: �� .. r. r,�u�i'�wr ,., 1 1 1 I 1 1 1 4- -t 1 1 1 1 11 °� F FLOATING CLIP #14 S INS 2 PER ANGLE I1 I U 1 I I / ALUM2ANGI. FLOATING CLIP #14 SINS 2� ANGLE 1 -3/4' O.C. MIN. 1I I I U U 1 I ALUM2ANGLEB• ROOQ COF R8 & PRODUCT! V. 87 AVE ORIDA 33174 284 -8100 1 1 -3/4' 0.C. MIN. FOR 3' TUBE T' ANCHORS PE '82' 2 -3/4' 0.0. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE • ••• ANCHORS TYPE '84' • ••• R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TH AVE. I ekMi• FL. 3•'i 1V • ••• • • DEL. (Y75) 592•1511 • FAX1(305)U92 -2180 • 2/ 14 CHNVNEL TUBE MUWON • • •••• • .. •• •• •• • • • • • • • • • • • • • • • J- D m • S Z f 11 2/ SIDE /10 F.H. S.M.S. 1/8' THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MUWON TUBES MAY BE NOTCHED AS SHOWN TO ALLOT' INSTALLATION ir- - -�� ,� 1 I I I I 1 1 1 I TUBE MULLKIN OF CLIP ANGLE 1 • • • CAULK JOINT AFTER ASSEMBLY ACCESS HOLE 1- 14 2 PER /2' O.C. SS CUP MIN. 1 i I = • • • • • • • sr ••• • III! o yy 11;; G r 1 I::. 1 1 I i I - - - #10 FH SINS 2 PER CLIP t' O.C. MIN. II I II � mya X90 0 - » p THIS SCREW CAN INSTALLED IN EITHER DIRECTION ct 1 , I 1 ` O F I c (-- ..-- 4 S( ,Tio ..- L "' -..- -. li 1 -3/4' X 2' % 1/ (FOR 2BYT 8' 3/4' % 2' X 1/8' FOR (.1IB RUBE! ANGLE CUT 10 FIT SNUG INSIDE TUBE ANCHOR DETAIL #1 filar: OR. FAR000 C.A.N. � • ,/ - ' 2 5 2008 PRODUCT REVISED Bea Code aa1cis 4¢ drawing no. ss 'if. _ .. ',fit' M04-05 '. `�:.:.., Pla�Mt � :•� :.� METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'B4' TO VERIFY CAPACITY OF CONNECTION SEE SHEET 4 OF 7 FOR ANCHOR CHARTS sheet 7 o 7 • • • • • • ••• • ••• • •• • ••• • • • ••• • ••• • MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc (OR) 3737 Lakeport Blvd. Klamath Falls, OR 97601 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.aov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Jeld -Wen Custom Collection" Aluminum Clad Wood Operable Casement Window - L.M.T. APPROVAL DOCUMENT: Drawing No. 07 -JWN -0004, titled "Series Custom Collection Operable Casement Window Large Missile Impact Resistant ", sheets 1 through 7 of 7, dated 10/17/07 with the latest revision dated 10/07/08, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspectionat th€ jebsite'at tke gea,i& t of the Building Official. This NOA consists of this page 1 and eviden a pag es:E..1. 4 42,:uwe111 as approval document mentioned above. • • • • • • •�. .•• The submitted documentation was reviewed b • • • •..• e • :;: y� in D Gas dp, P.E. wino' •:' •? R .• •.ti: , �• (1 • j.d • • •• • • • • • NOA No. 07- 1218.07 • • Ixpiration Date: November 13, 2013 •y. • .Approval Date: November 13, 2008 Page 1 ••• •a•,. ••' •• • • kik • •, • a' • • • • •• • • • • • • L. • • • • •• •• Jeld -Wen, Inc (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 07 -JWN -0004, titled "Series Custom Collection Operable Casement Window Large Missile Impact Resistant ", sheets 1 through 7 of 7, dated 10/17/07 with the latest revision dated 10/07/08, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of Casement Window, prepared by National Certified Testing Laboratories, Inc., Test Report No. NCTL 210- 3438 -1, dated 06/30/07, signed and sealed by Gerald J. Ferrara, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Engineering Express, dated 11/01/07 and 10/07/08, signed and sealed by Frank L. Bennardo, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 01/03/08, expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance, dated December 10, 2007, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest, dated December 130, 2007, signed and sealed by Frank L. Bennardo, P.E. 3. Laboratory compliance letter for Test Report No. NCTL 210 - 3438 -1, issued by National Certified Testing Laboratories, Inc., dated July 30, 2007, s _ e and sealed by Gerald J. Ferrara, P.E. ••• • • • • • • • • • • • -� • • • • • ti H F�ti �ti • .. • ••• .. • .... Jaime D. Canon, P.E. Chief, Product Control Division • • • • • • • • • NOA No. 07- 1218.07 • • • • • • • • : rac ►iration Date: November 13, 2013 • • • • • • • • • • : *Koval Date: November 13, 2008 • • Ei AP • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • Jeld-Wen. Inc (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter of the galvanized strap and permanent reading at the sill for Test Report No. NCTL 210- 3438 -1, issued by National Certified Testing Laboratories, Inc., dated September 08, 2008, signed and sealed by Gerald J. Ferrara, P.E. 5. Laboratory addendum letter of the acrylic sealant of the interior glazing leg for Test Report No. NCTL 210 - 3438 -1, issued by National Certified Testing Laboratories, Inc., dated September 08, 2008, signed and sealed by Gerald J. Ferrara, P.E. G. OTHERS 1. None •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• Jaime D. Gaston, P.E - Chief, Product Control Division NOA No. 07- 1218.07 • • • • • • • • • •. • . •'J xpiration Date: November 13, 2013 • • • • • • ::Approval Date: November 13, 2008 • • • • • • • • • • • Ea . • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • .. •• • • • •• •• ••• • • • • ••• • • CUSTOM COLLECTION OPERABLE CASEMENT WINDOW LARGE MISSILE IMPACT RESISTANT NOTE: MAXIMUM FRAME DIMENSIONS DO NOT INCLUDE INTEGRAL NAILING FIN. TYPICAL ELEVATION N.T.S. EXTERIOR ELEV DESIGN SCHEDULE FRAME HEIGHT PER DESIGN SCHEDULE MAX SASH WIDTH DLO. HEIGHT PER DESIGN SCHEDULE MAX D.LO. WIDTH - -PER � r DESIGN SCHEDULE 28" 30" 35" 38• FRAME WIDTH 16.18° 18.118" _ - •£ In • 29.1/8" A 341/8" SASH WIDTH 13" 3) LATCH POINTS J AT LOCKING STILE eli 10" 25" 25" 27" 31" V 0O© B 18" 17 -714" 124/3" 8, ii 2 +8W-95 +657.80 +55140 NOTE: MAXIMUM FRAME DIMENSIONS DO NOT INCLUDE INTEGRAL NAILING FIN. TYPICAL ELEVATION N.T.S. EXTERIOR ELEV DESIGN SCHEDULE FRAME HEIGHT SASH SA Hi DLO. HEIGHT 18" � 24" 28" 30" 35" 38• FRAME WIDTH 16.18° 18.118" 22 -1/8" 26.7/5" 29.1/8" 30.1/8" 341/8" SASH WIDTH 13" 15" 10" 25" 25" 27" 31" D.LO. WIDTH 18" 17 -714" 124/3" +657 -90 + 57.00 +8W-95 +657.80 +55140 +65140 +851 -75 MAXIMUM ALLOWABLE DESIGN PRESSURES (PSI9 • 1 • • • • • • • • • 20" 18 -114° 141,2" +61-90 +88190 +65196 +651.80 +80/ -90 46500 +96/ -75 24" 23-1/4° 141/2" +65190 +85130 + 85190 +55 --90 +65190 +851-90 +851.75 30" 25414" 244/1" +55' -50 +55/50 +86190 +85/30 +657-50 +86-90 +851-75 35" 31414" 2842" +86/ -90 +65490 +65100 +65/-88 +85100 +85/-90 +55/ -75 38" 351/4" 36.1/2" +661.90 +65190 +65.90 +66130 +8130 +8814 +85176 40" 39 -114" 34-1/2" +58190 +85/40 +85/80 +65180 +85130 +85/ -90 +88176 45" 41- 114" 384/2" + 851-90 +86190 +65130 +65/ -80 +68/-90 985.60 +65175 48" 47-114" 42-1/3" +85/-90 +85790 +68130 +65/90 +85140 +881.90 +65178 84" 83- 114° 48.1/2' +56/-90 +651.90 +89130 +6650 +691-90 +851.90 +65/-75 58" 584/4" 504/2" + 86175 +88/.76 +861 -75 +661.75 +861 -75 +857 -75 +861-75 60" 89-114" 841/2" ++8175 +65/-75 +65/ -75 +85/ -76 +65/ -75 +891-78 +65/-75 BP 53-114" 88 -13"2" +65176 +BCd -76 +5676 +681.76 +8676 +081.76 +55176 68" 888. 114° 80-1/3" +86/-75 +86-76 +6075 +85✓ -75 +861 -75 +86 -78 +651-75 72" 71.114" 88.1/5" +66-75 +58/75 +857 -75 +857 -75 +651.75 +86-75 +56.75 GLAZING TYPE 5/16° LAMINATED, LMI FOR USE AT ANY HEIGHT ABOVE GRADE 5/32° ANNEALED / 5/32° ANNEALED 1 0.090' SGP INTERLAYER 9/16° MIN. GLASS BITE 0 DOW 899 SILICONE SEALANT GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND 1 Es 1 k1./ IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE WITH 2006 SUPPLEMENTS, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM E1300 -02 STANDARDS. 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HA5 BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A7OB- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN LS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. ALL WOOD COMPONENTS OF THIS PRODUCT SHALL BE PRESSURE GLAZING TYPE 1° INSULATED LAMINATED, LMI FOR USE AT ANY HEIGHT ABOVE GRADE 1/8° TEMPERED 1/2" GAP DOW 899 SILICONE SEALANT `at 5/32° ANNEALED 0.090° SGP INTERUIYER 5/32° ANNEALED 9/16° MIN. BITE DOW 899 SILICONE SEALANT 0 1 GLAZING DETAILS N.T.S. VERT SECTION • • • GLAZINg ;UPE FRANK L. /600465 rM50 P. •••• • • •••• ••• • 1° INSULA TES, 1741 NOT FOR USE A�S ABOVE GRADE •• • • 5/32 °A14 A/F:•• 1/8" ANNEALED 1/2" GAP DOW 899 SILICONE SEALANT TREATED WESTERN PINE OR WESTERN WOODS WITH G =0.36 OR GREATER DENSITY, UNLESS NOTED OTHERWISE. 7. UNITS GLAZED WITH 5/16° LAMINATED GLASS (5/32" ANNEALED / 0.090° SGP INTERLAYER/ 5/32" ANNEALED, LAMINATED BY CARDINAL) ARE IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 8. UNITS GLAZED WITH 1" INSULATED LAMINATED GLASS (1/8" TEMPERED +1/2" GAP + 5/32° ANNEALED / 0.090" SGP INTERLAYER / 5/32° ANNEALED, LAMINATED BY CARDINAL) ARE LARGE MISSILE IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 9. UNITS GLAZED WITH 1° INSULATED LAMINATED GLASS (1/8" ANNEALED + 1/2" GAP + 5/32° ANNEALED / 0 .090° SGP INTERLAYER/ 5/32" ANNEALED, LAMINATED BY CARDINAL) ARE LARGE 741508E IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 10. PLASTIC COMPONENTS USED WITHIN THE FFIHZ MUST MEET ALL APPLICABLE FIRE/SMOKE/UV PERFORMANCE REQUIREMENTS AS SET FORTH IN THE ABOVE -NOTED BUILDING CODE. 11. ALL STEEL IN CONTACT WTTH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN T110 ABOVE -Nu 1 /U BUILDING CODE. • • •• • • • 0.090° SGP • • INTERLAYER • 5/32° ANiYE & • • 9/16" MIR • • LASS BITE • •• •••• DOW 899 SILICONE SEALANT a 4 1 0 1 1 ERA 1 ti?INIMOU 07 -JWN -0004 - PAae n 6sP77cn,( 1 �7 1 1 b 1 t� 1 TYPICAL HEAD ASSEMBLY N.T.S. VERT SECTION (4) 97x5 /8° FLAT HEAD SCREWS THROUGH HINGE TRACK INTO FRAME (3) 97x3/4° FLAT HEAD SCREWS THROUGH HINGE ARM INTO SASH (3) 16GAx7 /165c2` STAPLES THROUGH JAMBS INTO HEAD AND SILL, BOTH SIDES. 18GAx2° FINISH NAILS THROUGH JAMB EXTENSION INTO .IAMB 0t6 ° -8° O.C. (2) #8x3/4' PAN HEAD SCREWS THROUGH EACH SASH SNUBBER INTO IAMB (2) 97x314° FLAT HEAD SCREWS THROUGH LOCK DRIVE PLATE INTO JAMB 18GAx2 FINISH NAIL THROUGH JAMB EXTENSION INTO JAMB @ 6 °-8° O.C. 1SGAx1 -1/4° NAILS @ 6' -10° O.C. THROUGH HEAD STOP INTO HEAD JAMB 18GAx1° NAILS @6 •-8' O.C. THROUGH GLAZING STOPS INTO SASH, TYPICAL (3) 18GAx2' FINISH NAILS THROUGH ROTO OPERATOR COVER INTO SILL AT EACH END AND CENTER • (3) 98x1' SCREWS THROUGH SASH BRACKET INTO SASH FOR ALL FRAME WIDTHS. • (3) 98x1° SCREWS THROUGH SASH TRACK INTO SASH FOR FRAME WIDTHS 2 26 °. (6) 98x1• FLAT HEAD SCREWS THROUGH ROTO OPERATOR BASE INTO SILL TYPICAL SILL ASSEMBLY 2 N.T.S. PERT SECTION 15GAx1 -1/4° NAILS 6 " -10° O.C. THROUGH STOPS INTO IAMB (2) 97x1° FLAT HEAD SCREWS THROUGH EACH LOCK BAR GUIDE INTO JAMB 18GAx1° NABS @ 6 " -8' O.C. THROUGH GLAZING STOPS INTO SASH, TYPICAL (4) 98x3 /4' FLAT HEAD SCREWS THROUGH EACH LOCK KEEPER INTO SASH INTERIOR FRANK L MJNMP.E. DO, P., (3) 16GAx7 /165x° STAPLES THROUGH JAMBS INTO HEAD AND SILL, BOTH SIDES. • • • • •• MITERED CORNER OF ALUMINUM EXTRUSION SECURED WITH INTERNAL NYLON CORNER KEY HELD IN PLACE BY DIMPLING EXTRUSION AND FILLING WITH SILICONE SEALANT. EXTERIOR MAX D.LO. WIDTH PER DESIGN SCHEDULE (2) 15GAx1 -3/4' FINISH NAILS AT EACH EACH SASH NTO SASH CORNER, TYPICAL (2) 98x3/4` PAN HEAD SCREWS THROUGH SASH SNUBBER I MAX SASH WIDTH PER DESIGN SCHEDULE MAX FRAME WIDTH PER DESIGN SCHEDULE TYPICAL JAMB 0 2 ASSEMBLY AT HINGE N.T.S. HORIZ SECTION • •••• • ••• • • •• •• ▪ • • • • • • • • • • T JAMB.. JAM • • • ASSEMBLY AT LOCK N.T.S. HORIZ SECTION • • ••• • 1 • • •• • • • • •••• • • • •• • • •••• • • •••• • •• • • • •••• 3• irtse•••i•• I q � 2 ii IO w a (gw(g�� •••51 a 51 ion rai gp 07 -JWN -0004 101 PAGE DMSCIUanONs I7 S 1 J / A / 4 v v DENOTES ANCHOR THROUGH NAIL FIN, , TYPICAL 4 ANCHOR ELEVATION FOR CDINSTALLATION WITH NAIL FIN N.T.S. EXTERIOR ELEV MAX. f EQ. i EQ. 1 4° MAX. t- .\ / / A / 4 v v DENOTES ANCHOR THROUGH NAIL FIN, , TYPICAL 4 ANCHOR ELEVATION FOR CDINSTALLATION WITH NAIL FIN N.T.S. EXTERIOR ELEV MAX. f EQ. i EQ. 1 4° MAX. t- .\ - I-- / 5 / I— DENOTES ANCHOR /THROUGH FRAME, TYPICAL NO ANCHORS REQUIRED AT 5111 1 l MAX WIDTH PER DESIGN SCHEDULE ANCHOR ELEVATION FOR C) INSTALLATION THROUGH FRAME N.T.S. EXTERIOR ELEV ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PSI PIN CONCRETE HOST STRUCTURE: • 1/4° TAPCONS (ELCO OR ITW) THRU IX OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY / CONCRETE WITH 1 -3/4° MIN. EMBEDMENT. TO WOOD BUCK OR HOST STRUCTURE (0=0.55 MIN WOOD): • 1/4' TAPCONS (ELCO OR 1TW) WITH 1 -1/2° MIN. THREAD PENETRATION. • S14 WOOD SCREWS WITH 1 -1/2° MIN. THREAD PENETRATION. • 1/4° LAG SCREWS WITH 1 -1/Y MIN. THREAD PENETRATION. 4° MAX MAX DENOTES STRAP LOCATION. (2) ANCHORS PER STRAP, TYPICAL 4° MAX. EQ. EQ. 4° MAX 4° MAX. 4' MAX. • • • • • •• • •t•••• •• EQ. 4 901? • MAX WIDTH PER DESIGN SC EDI1I • • • ANCHOR ELEVATION FOR FRANK L BENNARDO, P.E p P10046549 E 0••2 •0 ••0 • • • • L! ¢• W% Win Zre W r4• MAt 0 4° M1(• • • • • • •• • • •••• s INSTALLATION WITH_STIRAP • • • • ette N.T.S. EXTERIOC LV E • •••• ANCHOR NOTES: 1. SEE ANCHOR ELEVATIONS FOR ANCHOR LOCATIONS AND /OR SPACING. 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 3. TAPCONS MAY BE MANUFACTURED BY ELCO OR 11W. 4. ENSURE MINIMUM 2 -1/2• EDGE DISTANCE FOR ALL ANCHORS INTO CONCRETE AND INTO HOLLOW BLOCK. 5. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD (Le. 3/4° EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 6. WOOD HOST STRUCTURE SHALL BE °SOUTHERN PINE" G =0.55 OR GREATER DENSITY. 7. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE OCCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 8. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERI1HtU HEREIN. 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDIRONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 11. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. mi 1drJd„ EE affi B10 S 07 -3WN -0004 ?AGO DESCAXPTION. a r INSTALLATION WITH NOTE: NAIL FIN INSTALLATION REQUIRES 4 ED MINIMUM ZX OR GREATER PRESSURE FIN AT FRAME HEAD TREAT WOOD BUCK (BY OTHERS) TX ,4 N.T.S. VERT SECTION CONCRETE AND MASONRY HOSE STRUCTURE. CAULK BETWEEN FIN AND 1/4° MAX 1 L HOST STRUCTURE BY OTHERS. SHIM 1 ANCHOR PER / Q ANCHOR SCHEDULE EDGE EXISTING DIST.'----EXISTING WOOD HOST WOOD HOST \ STRUCTURE STRUCTURE 1/4° MAX --1•- SHIM 1 ANCHOR PER/ ' -T ANCHOR SCHEDULE CAULK BETWEEN / 8 AND HOST STRUCTURE INTERIOR BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS PERIMETER CAULK BY OTHHRS FINISH CAULK BETWEEN FIN AND HOST STRUCTURE BY OTHERS. INSTALLATION WITH FIN AT FRAME SILL N.T.S. PERT SECTION 1/4° MAX ` SHIM t NOTE: NAIL FIN INSTALLATION REQUIRES MINIMUM 2X OR GREATER PRESSURE TREATED WOOD BUCK (BY OTHERS) IN CONCRETE AND MASONRY HOST STRUCTURE. 1 L1 /4° MAX j SHIM ANCHOR PER ANCHOR SCHEDULE •••• • CAUUVaETWEEN FAT AN!HOV STRUCTURE • • • *MOTHERS • • • • • • EXLiflis • • • • N D:• • • • PERIMETER CAULK BY OTHERS INSTALLATION WITH 0 e) FIN AT FRAME JAMB N.T.S. HORIZ SECTION NOTE: SEE ANCHOR SCHEDULE AND ANCHOR NOTES FOR REQUIRED EDGE DISTANCES AND EMBEDMENTS. NOTE: NAIL FIN INSTALLATION REQUIRES MINIMUM 2X OR GREATER PRESSURE TREATED WOOD BUCK (BY OTHERS) IN CONCRETE AND MASONRY HOST STRUCTURE. PERIMETER CAULK BY OTHERS • • •• •••• • • • • • •• •• •• • INSTALLATIM 1111sTH C) N.T.S. AT FRAME JAMB •••• • 2 N.T.S. • • HORIZ SECTIIV� • • • • s • •• • • •• • • • • Approved as complying whbtte bete Florida NO *CPO: : • •••3•14:• •• l�eeti FR .441 m•3a :X •; l P d5g:W +� Wp O Q • 8 ••: M• • 6 • a dd ENN i®i iu gins 07 -JWN -0004 SCA181 • 101 PAGE DERSplEaON• 4 7 INSTALLATION ()THROUGH FRAME HEAD N.T.S. VERT SECTION INSTALLATION () THROUGH FRAME JAMB N.T.S. HORIZ SECTION 1 INSTALLATIC4 Al• • C.) THROUGH.FRANt JAMB... N.T.S. • HORIZ 9 • • •• • • •• • • • •••• d d NO ANCHORS REQUIRED AT SILL INSTALLATION THROUGH FRAME SILL 07-JWN-0004 SCAL - 101 PAGE DESCRWTIONs N.T.S. VERT SECTION 1 1 1 INSTALLATION WITH O(� STRAP AT FRAME HEAD N.T.S. VERT SECTION EXISTING HOST STRUCTURE / / / /// (2) #8x0.75 °. WOOD SCREWS (2) ANCHORS PER ANCHOR SCHEDULE (2) ANCHORS PER ANOIOR SCHEDULE 1/4" MAX SHIM -r PERIMETER CAULKING BY OTHERS PERIMETER CAULKING BY OTHERS 1/4• MAX -� SHIM -r EMBED. iii (2) ANCHORS PER / /// ANCHOR SCHEDULE EXISTING HOST STRUCTURE INSTALLATION WITH STRAP AT FRAME SILL N.T.S. VERT SECTION 1 l /S" MAX Ilj SHIM f ill!, L i� (2 W00 A et "EXISTING.: >.; `::;EXTERIOR; FINISH EXISTING HOST STRUCTURE PERIMETER CAULKING BY OTHERS INSTALLATION WITH c6 STRAP AT FRAME JAMB N.T.S. HORIZ SECTION INTERIOR EXTERIOR NOTE: SEE ANCHOR SCHEDULE AND ANCHOR NOTES FOR REQUIRED EDGE DISTANCES AND EMBEDMENTS. 1/4° MAX SHIM (2) ANCHORS PER ANCHOR SCHEDULE I/ PERIMETER CAULKING BY OTHERS v PO• .: "'EX•ERIORE ANISE • : •••• • • •••• ••• • s • • •• EXISTING • HOST STRUCTURE • • •••• • • • •• • • INSTALLATION WITH , •• • • STRAP AT I A JAMB •••• • N.T.S. • • •HORIZ SEETION • • • • • 1 I®11'1,1®I1011IIIJI ®11 07 -JWN -0004 > • 101 PAGE DESCRIPTION( 17 1 1 1 f 1 1 1 s i 1 O6' = 1' -0" 6063 -T5 ALUM. r- 2.414° NAIL FIN 0.813° J 2.188 O5 HEAD STOP 6° = 1' -0• WOOD OSASH BOTTOM RAIL 6° = 1' -0° WOOD :- 1.186 ° --1 0.656° 'f' OJAMB EXTENDER 6 6' = 1' -0• WOOD 793° OEXTRUDED SILL NOSE 1 O b" = 1' -0" 6063 -T5 ALUM. BILL OF MATERIALS 0.750• 4-1.570 ° ---} 316° ` { O.OY9" �� 0.394 STILE AND TOP O3 RAIL CLADDING 6.= 1' -0° 3105 -H15 ALUM. 2.938 " -� O7 FRAME HEAD AND SILL 6° = 1' 0" WOOD 2.188°-4 } 1.188' Ir lo.ssr L1 I —�J 1 OSIDE STOP 6.= 1' -0° WOOD REM PARTS DESCRIPTION MATERIAL REMARKS VH -5383 818 EXTRUDED FRAME CLADDING 8083 -T6 2 MIURA SASH BOTTOM RAIL WOOD PRESSURE TREATED AURALASTS 3 1A18047-01 STILE AND TOP RAIL CLADDING 31054116 4 CA027&SP GLAZING STOP WOOD 6 CA02828P HEAD STOP WOOD ROLL FORMED PRESSURE TREATEDAURALAST® PRESSURE TREATEDAURAIAST® CA280AJE JAMB EXTENDER WOOD PRESSURE TREATEDAURALAST® 7 CA0161HJ FRAME 5816 HEAD WOOD PRESSURE TREATEDAURALAST® 8 80488A SASH WEATHERSTRIP PVC BY INTEK 0 10 CA01420C OPERATOR COVER WOOD PRESSURE TREATEDAURALAST® VS 53048 EXTRUDED SILL NOSE 8083 -15 11 12281 FRAME WEATHERSTRIP PVC BYAMESBURY 12 302836 OPERATOR COVER FASTENING STRIP PVC BY INTEK 13 CA0147RA SASH TOP RAIL WOOD PRESSURE TREATED AURN.AST® 14 MAXIM ROTO OPERATING HARDWARE 16 18 17 GALVANIZED INSTALLATION STRAP CA0274SP SIDE STOP 1A18547-04 801708 RAIL CLADDING STEEL STEEL. WOOD 3105.1415 BY TRUTH 13 GA PRESSURE TREATEDAURALAZT® ROLL F018800 18 CAO167ST SASH STILE WOOD 19 CA0174SJ 20 21842.92 FRAME JAMB SN188592 STEEL. PRESSURE TREATED AURALART® PRESSURE TREATEDAURALAST® BY TRUTH 21 SILICONE SEALANT 50L4CONE DOW CORNING 899 22 23 H5GE 55 LOCK SYSTEM SYASHLAND HARDWARE SYSTEMS 0.52.71---1. .j..0.625° 0.476 ��-AIL. OGLAZING STOP 4 6.= 1' -0° WOOD 0.839 4—I OPERATOR COVER 9 6" = 1' -0" WOOD {-- 2.163 °-- �L0.314° r0.o19° ,T 0.39.'. ` } 1 BOTTOM RAIL CLADDING 17 6° = 1' -0° 3105 -H15 ALUM. QSASH STILE 10 6° = 1'-0" WOOD j~- 2.094° T O SASH TOP RAIL 80.250" 80.0859° •••• • • •••• • • • • ••• • • • •• • •• • •• • • TYP. .. • • • • • •• • ONAL HOW 1.250 • • PUMPED AT IME OF. • • • • •IYSTALLATION. • • • • 13GA GAI VAP IIED •••• O INSTALLATION STRAP••••• • • • ••. • �-- 2.936• —� O19 FRAME JAMB 6" =1' -0• 0.704" WOOD WOOD •• 10111141 • • 2gt: o F O 'III `gay Z O W ••1 •• 1 • a ga B Add d .. IEN meit 1E2 07 -JWN -0004 SCALEI 101 PAGE DESCRIPTION; 17 SINGLE -HUNG IMP. i C 1 24 X 46 3.83 SQ.FT. +54.73 -59.37 No:07 -0322.06 GENERAL NOTES •ONE STORY STRUCTURE (15 FEET MEAN ROOF HEIGHT ). .-EXPOSURE C. 4-146 M.P.H. WIND VELOCITY. .-K.D =1.0 .-FBC 2007. + --ASCE 7-05 WIND CODE. .-BASED ON TRIBUTARY AREA AS SHOWN. .-CONTRACTOR TO VERIFY DIMENSIONS. .-FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20", THE MIN. CLEAR HEIGHT REQUIRED LS: 24`, AND A MIN. CLEAR OPENING OF 5.0 SQ.FT. SCOPE OF WORK WINDLOAD PRESSURE TABLE FOR WINDOWS MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA I POS.PRESSURE INEG.PRESSURE' ZONE P.S.F. P.S.F. N.O.A. A CASEMENT IMP. 29.000 60.000 12.08 54.06 -58.70 INT (4) 07- 1218.07 B CASEMENT IMP. 29.250 60.000 ! 12.19 54.03 -58.67 j INT (4) 07- 1218.07 B' CASEMENT IMP. 29.250 60.000 12.19 54.03 -71.88 END (5) 07- 1218.07 C SINGLE -HUNG IMP. 24.000 g 46.000 3.83 54.73 -59.37 INT (4) 07 -0322.06 4-ALUMINUM CLAD WOOD CASEMENT IMP. WINDOW - IMPACT RESISTANT. BY JELD -WEN, INC. ACCEPTANCE #: 07- 1218.07 .-ALUMINUM SINGLE -HUNG WINDOW - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 07- 0322.06 •ALUMINUM TUBE MULLION - IMPACT RESISTANT. BY R.C. ALUMINUM INDUSTRIES, INC. ACCEPTANCE #: 09 -0128.14 GARAGE BATHROOM BEDROOM NOT PART OF THIS PERMIT VOT PART Ofl THIS PERMIT SINGLE -HUNG IMP. (C 24 X 46 3.83 SQ.FT. +54.73 -59.37 No:07 -0322.06 FLOOR PLAN NOT PART OF THIS PERMIT CASEMENT IMP(B 29.25 X 60 12.19 SQ.FT. +54.03 -58.67 No:07- 1218.07 NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT NOT PART OF NOT PART OF NOT PART OF NOT PART OF THIS PERMIT THIS PERMIT THIS PERMIT THIS PERMIT iii: NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT LAUNDRY KITCHEN NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT DINING ROOM BATHROOM NOT PART OF THIS PERMIT LIVING ROOM BEDROOM FOYER NOT PART OF THIS PERMIT r 11 NOT PART OF THIS PERMIT\ L�= B. )CASEMENT IMP. 29.25X60 12.19 SQ.FT. +54.03 -71.88 No:07- 1218.07 BEDROOM SITTING AREA FLORIDA ROOM MULLION 1 X4X60 No: 09- 0128.14 EGRESS NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT CASEMENT IMP A j 29 X 60 12.08 SQ.FT. +54.06 -58.70 No:07- 1218.07 A'1CASEMENT IMP. 29 X 60 12.08 SQ.FT. +54.06 -58.70 No:07- 1218.07 NOT PART OF THIS PERMIT oar iii NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT �s� IgCgcglig 9UL 16 NO • • • • ... • .. • • • . • • .. • . •• Ea= SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS