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CC-09-1026BUILDING PER=MIT APPLICATION FBC 20 Tenant/Lessee Name Email City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES State Certificate or Registra 'Contact Phone Architect /Engine Value of Type D Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ►pc Ne ( a. /5 Permit Type: BUILDING ROOFING M l o tt t` Es C;, } for t lul) © ( - Owner's Name (Fee Simple Titleholder) 3:61;,P S (l f . Phone # Owner's Address C f - 0.^ ! _- 14- City rn I * an' •ShCr'i S State F 4 DA Job Address (where the work is being done) C 11 Ce0 NE:, 4. A' L L 4L Contractor's Company Name U- Contractor's Address 14 N ` Miami -Dade County City `y i'61,11 1 i State F `- -1 .i) Qualifier Name I� '\ YCt y ,1 ' "e t - 1 tom-: t Certificate of Competency No. Submittal Fee $ Permit Fee $ CCF $ Notary $ Training /Education Fee $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ SEP 0 9 2009 EY: Permit No. Master Permit No. C-t —102 -LP Zip Phone # Phon CU -- 1 5 & - IG 3 Zip NO Flood Zone p icable) ermit $ ddition r Alteration Phone # Zi Phone # s) c2Cto -- s Square / Linear Footage Of Work: ❑New ++ ❑ Repair/Replace ❑ Demolition i} Fd l� Fs 4t4 OP) J • ' ) ' '19(O Iarc . 142 E -mail a y r Lc_ 4(? yairleo . co rY) ******** ***** * * * ** ** * * * * * * * * * * *** ** ** ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CO / $ Technology Fee $ Bond $ See Reverse side - j Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Signature Sign: Print: My Commission Expires: oo)D D * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Revised 07 /10 /07)(Revised 06/10/2009) IN PEREZ D590708 Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip N/A- 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 s e ven 7 days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and , re' s! •ct on fee will be charged. e or ent The foregoing inst me: s ; kno g wled ed before me this l day of 3 e 20 C1, by Fred. 5y1 tlait'1 who j personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Engineer Sign: Print: Signature Contractor The foregoing instrument was acknowledged before me this , day of � l3 20 0 1, by Mi ZX u't7 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: re . J ZSSION F . s' / s OUM ?.2 : #DD 532704 : g� My Commission Expjfis; „�` eo„aaato 0111 2.010 '';9` ° ` ``� ulatl�+ ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Plans Examiner Zoning Clerk checked BUILDING PERMIT APPLICATION FBC 2004/ Tenant/Lessee Name Contractor's Company Name& d g Contractor's Address 0.97 /U6 V Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circleBnilding ' Roofin Owner's Name (Fee Simple Titleholder) /° /'CDC S l V, /, y . Owner's Address 0 c AAA/ 9 7 57 Cit ,/1 /PI / State "t Job Address (where the work is being done) 940 0 /Vf ,,z M v City Miami Shores Village County Miami -Dade FOLIO / PARCEL # /I - - 0/3 -- A Is Building Historically Designated YES NO A /I y CG „cee 6,4 I ► A \ �: **** ** * * �*** **** ** **** * *** * *** 1 NV mittal Fee $ ° •7 Permit Fee $ Notary $ - Training/Education Fee $ a Scanning $ Q ' Radon $ Bond $ Code Enforcement $ Structural Review. $ 6a, kw Phone # Master Permit No. 4 v(r Zip j, &©MBVgTI JUN 1 7 2009 ne# l- 0Y1 U L �: �' of 'i �/l i1 to . zip 3i5o ' 52•7T•z'i . 0 9-to ' Phone # City in itm/ State Zi c3a )J 1�� Qualifier Name M / 2 l' 4 ( nn a/ ? Phone # �6 -9 -> 3 --- c9 p c9 G� D State Certificate or Registration No. l2( / bC ±7'1 b / Certificate of Competency No. Architect/Engineer's Name (if applicable) / Phone # Value of Work For this Permit $ , ° Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration DNew ❑ Repair/Replace 0 Demolition Describe Work: ® 5 c- 24 eyja L? 4 ac41 #42Q ( 74 __1° %r✓ / A etabe.e. • . . .fie tree/ A —/ 1 * 0 5 - 1 11, e4 . S /, -9 (.4/ !S Sd 6 ** ************* * ********* ** ****** ***** ** ** **** a CI CCF $ )'OD Cn Technology Fee Si DPBR $ Zoning Double Fee $ Total Fee Now Due $ 403 ° (p0 steRewisesith JUL 10 PAID Aux 31005 Bonding Company's Name (if applicable) Bonding Company's Address City -- —� Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and et •ction fee will be charged - - --- Signature - A gent The forego' instrument was! knowledged before me this / 1 9 day of 'J , 20V, by Mlailair■ who is personally lo___Icto me or who has produced As identification and who did take an oath. NOTARY PUBLIC: (Revised 07/10/07) oo Signature Contractor _ instrument was acknowledged before me this I ,20Qby mbir�ln f 4 NOTARY Sign: Print My Commission Expires: 'i. ******************************************************** * * * * * * * * * * * * * * * * * *** * * * * * * * * * ** or who has produced as identific atio / 6104ke an oath. P siON • c9 2o, 0.0 APPLICATION APPROVED BY: 4 77a d 27/V 6 / 2 //° ? Sir" Plans Examiner Engineer Zoning A R CORKED NOT CE POSTED CE OF COMMENCEMENT 11111111111111111 MMO 11111 11111 Nll 11e TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 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 s reet/ Interest in property: 2. Description of improvement: 3. Owner(s) name and address: Name and address of fee simple titleholder: TAX FOLIO NO. 11 - 00-✓2W dress: ciCID me. 2 4tu CFN 200980500633 OR Bk 26936 Ps 0793; (1s) RECORDED 07/10/2009 14.46:54 HARVEY RUV'II'I► CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE laincS �►���� -cam t mi._ 4. Contractor's name and address: litnilea Elenex6a ExAsietetri Of p 3g14 0 3g S T - Y ning l ° ? Pi-2. STATE OF laRFDA, COU . ' +F DA 5. Surety: (Payment bond required by owner from contracts I ,, � FYthettld �J , , ,; the Name and address: A- °ng "aIe,in' ; 'ce on l�.l'111■ 1� �i �7, lI A p ,fir Amount of bond $ WITNES, ' " en, :ndO HARVEY RUV � LE' �� : J , 6. Lender's name and address: Kt Ar ii�► ►� r � ✓ !uaaolm» 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 Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date o this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different d� +- %h�J cifi Sig .ture o rint Owner' Sworn to and subscrib Notary P • lic Print otary's Name My commission expires: 123.01 -52 PAGE 4 5/06 DAYNIEL DEL LLANO 0 11 MY COMMISSION is DD763948 • "` ` EXPIRES March 02, 2412 •- RoI4d3Notn!y �^ IL,a0 20 Miami Shores Congregation of Jehovah's Witnesses, Inc. 9100 NE Second Avenue, Miami Shores Village, Florida 33138 -2804 c/o Fred Sylvain, President 206 NW 97 Street Miami, Florida 33150 -1629 Telephone: 305- 759 -6235 Miami Shores Village Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Dear Sir or Madam: June 11, 2009 This is to inform you that Mr. Mizraim Perez is authorized to act in our behalf in the capacity of General Contractor. Sincerely, Fred Syl President Page 1 of 1 2720 W. 78th ST. Hialeah, FL 33016 Indicates non - taxable item UNITED GENERAL BUILDING CORP. Phone: 305 633 -2801 Fax: 305 820 -9212 Email: RAYRBC4 @YAHOO.COM - EXISTING INTERIOR STAIN GLASS TO BE REMOVED. - ALL LABOR TO BE PROVIDED BY CUSTOMER. - PLANS AND DRAWINGS BY OTHERS. - REQUIRED PERMITS INCLUDED. Bill To: Kingdom Hall of Jehovahs Witnesses 9100 N.E. 2nd AVE. MIAMI SHORES, FL FRED SYLVAIN CONTRACT Estimate No: Date 1562 Territory Salesperson: Code Description Qty/Hours Rate Amount - WE HEREBY SUBMIT SPECIFICATIONS FOR - CLOSING OFF EXISTING WINDOW OPPENINGS AT FRONT OF BUILDING. - OPPENINGS TO BE CLOSED WITH C.B.S. BLOCK AND STUCCO. - SIDE WINDOWS FOR AUDITORIUM AREA TO BE REPLACED WITH NEW IMPACT GLASS PANNELS. Subtotal Tax (7.00°4 Total 6/16/2009 MIZRAIN PEREZ *850.00 $8,850.00* $8,850.00 $0.00 $8,850.00 WINDO2 v2 -03 Simplified Wind Load Design (Method 1) per ASCE 7 -02 Description: Wind calcs for wall openings - 9100 N.E. 2nd Ave. Miami Shores Analysis by: MARRERO AND ASSOCIATES, ARCHITECTS V Basic Wind Speed Cat Structural Category (I, II, ill, and IV) Exp Exposure Category (B, C, or D) RHt Ridge Height Eht Eave Height Ht Mean Roof Height of Building Theta Roof Angle L Length of Building (If Gabled roof, along Ridge) B Width of Building (Perpendicular to Ridge) Lambda Adjustment Factor for Building Height and Exposure Importance Factor a 10% of Least Horiz Dim or 0.4h, whichever is less 2a Length over which Zone A acts on Each Comer Wind Force isting . _ ka Zones Load Case 1 2 Horizontal Pressures A 58.59 0.00 B -2.92 0.00 C 39.32 0.00 D 0.52 0.00_ Vertical Pressures E -37.13 0.00 E -34.20 0.00 G -28.17 0.00 H -26.72 0.00 Overhangs EOH GOH -57.78 -48.88 0.00 0.00 Notes: * ps = Lambda * I * ps30 www.mecaconsulting.com 146 mph I I C 25 ft 12.5 ft 18.75 ft 22.62 Deg 107 ft 60 ft 1.27 1.00 6.00 ft 12.00 ft Page 1 of 2 F.lr.r t fflt,.p#ltt #tl1t. . Description Width (ft) Span (ft) Area (ft ^2) Zone Pressure Positive (psf) Negative NORTH & SOUTH ELEV. Fixed Glass -top pane 3.08 6 18.48 4 46.94 -51.05 Fixed Glass -bott pane 3.08 6 18.48 4 46.94 -51.05 Fixed Glass -top pane 3.08 6 18.48 5 46.94 -61.51 Fixed Glass -bolt pane 3.08 6 18.48 5 46.94 -61.51 WEST EL. MAS. ENCLOS Top left side "A" 5.75 10.08 57.96 4 36.88 -47.47 Top right side "B" 5.75 10.08 57.96 4 36.88 -47.47 Top cener side "C" 5.5 12.5 68.75 4 38.06 -46.98 Bott left side "D" 5.5 8 44.00 4 38.14 -48.41 Bott right side "E" 5.5 8 44.00 4 38.14 -48.41 WINDO2 v2 -03 Simplified Wind Load Design (Method 1) per ASCE 7 -02 Description: Wind calcs for wall openings - 9100 N.E. 2nd Ave. Miami Shores Analysis bar: MARRERO AND ASSOCIATES, ARCHITECTS Notes: www.mecaconsulting.com � g Gable Roof (0 5 7 °) Hip Roof (7° < 0 5 27 °) Gable Roof (7 < 0 545°) D Interior Zones End Zones 1111 Comer Roots-ZmolfWah-20.4 Double Click on any data entry line to receive a help Screen Zones 2H and 3H represent roof overt Zones 1, 2, and 3 represent the roof Zones 4 and 5 represent the walls Rrets4easY,effi -7Dm8 Reb.iw! Page 2 of 2 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: APPROVED, 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 aov/buftdinecode 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 Laving 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 AH.I 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 Hu mayoun 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 b 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 # 061130.03 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P OA No. 09i128.14 128.14 te: August, 2014 ate: A i108, 2009 Page 1 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 NoJTL -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. HETI - 034346, 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 AI- Farooq Corporation, dated 09/24108, 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 -1 Manuel Per Product Control E NOA No. 09 = 4 Expiration Date: August 19, 2014 Approval Date: April 08, 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 -2 Manuel Product Control E NOA No 09-0 ' -:.14 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 MI AM ZDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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.buildlnecodeoniine.coin NOTICE OF ACCEPTANCE (NOA) R. C. Aluminum Industries, Inc. 2805 NW 75 Ave. Miiami, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to belused 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 FX100 Almninam Fixed Window L.M.L APPROVAL DOCUMENT: Drawing No. W04 -44, titled "Series FX100 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, prepared by AL- Farooq Corporations, dated 05/29 /04 with revision "D" on 01/16/06, 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 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 NOA # 04- 0608.04 and, consists of this page 1 and evidence page E -1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Herniinio F. Gonzalez, P.E., Director, BCCO 06 NOA No 05 0815.01 Etplration Data August 19, 2009 Approval Date: March 09, 2006 Page 1 RC. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -44, titled "Series FX100 Aluminum Fixed Window L.M.I. ", sheets 1 through 5 of 5, prepared by AL Farooq, dated 05/29/04, with revision" D" on 01/16/06, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum fixed rectangle window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FIL- 4295, dated 10/08/04, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of aluminum fixed rectangle window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4294, dated 10/08/04, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed rectangle window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4290, dated 08/16/04, 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 fixed rectangle window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4289, dated 08/16/04, signed and sealed by Edmundo Largaespada, P.E. 5. 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 fixed rectangle window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4296, dated 10/08/04, signed and sealed by Edmundo Largaespada, P.E. E -1 Herminio F. ;; P.E. r, Building Code Compliance Office NOA No 05- 0815.01 Expiration Date: August 19, 2009 Approval Date: March 09, 2006 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. 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 20294 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 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of aluminum fixed rectangle window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Fn,- 4295, dated 10/08/04, signed and sealed by Edmundo Largaespada, P.E. 7. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loaci'ing 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 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of aluminum fixed rectangle window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4293, dated 10/08/04, signed and sealed by Edmundo Largaespada, P.E. 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) Forced Entry Test, per FBC 2411.32.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of a aluminum fixed window, prepared Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1346, dated September 16, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. "Submitted under NOA# 04-0608.04" 9. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 . 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of a aluminum fixed window, prepared Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1350, dated October 16, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. "Submitted under NOA# 04-0608.04" 10. 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 a aluminum fixed window, prepared Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1856, dated September 17, 2003, signed and ' , ael E P.E. "Submitted under NOA# 04-0608.04" A E -2 erminio F. nzalez, P.E. Building Code Compliance Office NOA No 05- 0815.01 Expiration Date: August 19, 2009 Approval Date: March 09, 2006 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE suBmrrrED 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 a aluminum fixed window, prepared Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1859, dated January 16, 2004, signed and sealed by Rafael E. Droz -Seda, P.E. "Submitted under NOA# 04- 0608.04" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by AL- Farooq Corporation, dated 11/16/05, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -98 No 1/3 stress increase used in anchors into masonry or steel substrate. 2. Anchor Calculations and structural analysis, prepared by AL- Farooq Corporation, dated 12/29/2004, signed and sealed by Humayoun Farooq, P.E. 3. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by AL Farooq Corporation, dated 05/28/04 signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA# 04-0608.04" 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 "Duponut Butacite ® PVB ", approved on 01/06/06 and expiring on 12/11/10. F. STATEMENTS 1. Statement letter of Compliance, dated May 28, 2004 signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated May 28, 2004 signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant, dated 12/15 /05, stating that the product is in compliance with the Florida Building Code (FBC). 2. Notice of Acceptance No. 04- 0608.04, issued to R.C. Aluminum Industries, Inc., "Series FX100 Aluminum Fixed Window L.M.I.", approved on 08/19/04 and expiring on 08/19/09. E -3 pr.„. erminio F. nzalez, P.E. r, Building Code Compliance Office NOA No 05- 0815.01 Expiration Date: August 19, 2009 Approval Date: March 09, 2006 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON— IMPACT RESISTANT PRODUCTS. RECTANGU R ALUMINUM TUBE MULLIQNS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, 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 STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSMUAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1. STEP 2 .512 _41 SIEEA STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 114 STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 5 THRU 7 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MVLUONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL QR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ngr. Lit. OLIN STRUCTURES FMA. PE I _1 _6557 C.A.N. 3538 SEP 2 5 2008 PRODUCT Rir .... as complying with the tloticlo Building Code Accepts= I•lo bond= Dee z 0 11 1 111 y ti o § di Zid; Jan CfAsg z 3 z 3 2 a • 0 5 0 1 k 1 0 1 1 drawing no. M04 -05 (met 101 7 ), 1 X 3 =AM= 6063 -T6 .125 1 -3/4' MIN. FOR 3' TUBES 2 -3/4' MIN. ALL OTHERS ANGLE CLIP 6063 -T6 4.000 1 X 4 STD. MULLION 6063 -T6 4.000 r 2 X 4 STD. MULLION 6063 -T6 5.500 MULLION CUP 6063 -T6 . 1.125 .125 • 1 -1/2 X 4 -1/2 CUSTOM MULLION 6063 -T6 5500 MULLION CUP 6063 -T6 6.000 2.000 --°� 2 X 6 STD. MULLION 6063 -T6 .125 .125 6.000 r --- 2.000 2 X 6 HEAVY MULLION 6063 -T6 1.25° --.250 En DR. HUMAYOUN STRUCTURES CAROM FLA. PE . # t 6557 3538 PO:ODiJG I itEY:.,i.v as complying with the Flosk% No a SEP 2 5 2008 ' c.) • • • • • • • • • 1 Z 1 a a 0 o X 1 drawing rto M04 -05 sheet of 7 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) 19 -1/8" 26 -1/2" 30" 37" 42" 48 54" 606 66" 72" 19 -1/8" 26 -1/2" 30" 37" 42 48 540 60" 66 72" 19 -1/8" 26 -1/2" 30" 37° 42" 48" 54" 60" 66" 72" 19 -1/8" 26 -1/2" 30' 37" 42" 48" 54" 60" 66' 72 MULL SPAN 38 -3/8 50 - 5/8' 60" 63 1 X 3 STD. 150,0 150.0 150,0 150,0 1500 150.0 150.0 150.0 137.8 124,0 112.7 103.3 150.0 150,0 142.5 115.5 101.8 89.1 79.2 71.2 64.8 59.4 141.3 102.0 90.1 73.0 64.3 56.3 50.0 45.0 40.9 37.5 122.1 88.1 77.8 63,1 55.6 48.6 43.2 38.9 35.4 32.4 1X4 STD. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 143.1 127.2 114.5 104.1 95.4 150.0 150.0 150.0 132.2 116.5 101.9 90.6 81.5 74.1 67.9 150.0 150.0 147.9 119.9 105.6 92.4 82.2 73.9 87.2 61.6 2X4 STD. 150.0 150.0 150.0 150,0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 139.3 150.0 150.0 150.0 150.0 150.0 148.8 132.3 119.0 108.2 99.2 150.0 150.0 150.0 150.0 150.0 135.0 120.0 108.0 98.2 90.0 1 - X 4 -1 2 CUSMM 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 2X6 STD. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150,0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 15 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 2X8 HEAVY 150.0 150.0 150.0 150,0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150,0 150,0 150,0 150.0 150.0 150,0 150.0 150.0 150.0 150.0 150,0 150.0 150.0 150.0 150.0 150.0 150,0 150.0 150,0 150.0 M RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) 19 -1 /8" 26 -1/2" 30" 37" 42" 48" 54" 60' 66" 72' 19 -1/8" 26 -1/2" 30" 37 42" 48' 54" 60" 86" 72" 19- -1/8" 26 -1/2" 30" 37' 42" 48' 54" 60" 88" 72 19 -1/8" 26 -1/2 30 ' 37 42' 48" 54' 60' 66' 72' MULL SPAN 74 -1/4" 84" 96 108" 1 X 3 1 X 4( 2 X 4 STD. STD. ff STD. 32.0 46.7 74.6 { 150.0 1 150.0 53.8 1 115.4 ( 150.0 47.5 1 101.9 1 148.9 38.5 1 82.6 1 120.7 33.9 1 72.8 1 106.4 29.7 1 63.7 1 93.1 26.4 1 56.6 1 82.7 23.8 1 51.0 1 74.4 21.6 1 46.3 1 67.7 - I 42.5 1 62.0 51.5 1 110.4 1 150.0 37.2 1 79.7 1 116.4 32.8 1 70.4 1 102.8 26.6 1 57.1 1 83.4 23.4 1 50.3 1 73.5 20.5 1 44.0 1 84.3 - I 39.1 1 57.1 - I 35.2 1 51.4 - I 29.3 1 42.8 34.5 1 74.0 1 108.1 24.9 1 53.4 f 78.0 22.0 1 47.2 ( 68.9 - ! 38.2 1 55.9 - I 33.7 1 49.2 - I 29.5 1 43.1 - I 26.2 1 38.3 - I 23.6 1 34.4 - 1 21.4 1 31.3 28.7 24.2 1 51.9 1 75.9 1 37.5 1 54.8 - I 33.1 1 48.4 - I 26.9 1 39.2 1 23.7 1 34.6 I 20.7 1 30.2 26.9 24.2 22.0 20.2 1 -1/2 X 4 -1/2 CUSTOM 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 136.7 125.3 150.0 150.0 150.0 150.0 150.0 143.8 127.8 115.0 104.6 95.9 150.0 150.0 150.0 125.0 110.1 96.3 85.6 77.1 70.1 64.2 150.0 122.6 108.3 87.8 77.3 67.7 80.1 54.1 49.2 45.1 2 X 6 STD. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 144.1 131.0 120.1 150.0 180.0 150.0 150.0 150.0 140.8 125.1 112.6 102.4 93.8 150.0 150.0 150.0 139.8 123.2 107.8 95.8 86.2 78.4 71.8 150.0 150.0 134.5 109.1 96.1 84.1 74.7 67.3 61.2 56.1 2 X 6 HEAVY 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 144.0 132.0 150.0 150.0 150.0 150.0 150.0 150.0 137.3 123.6 112.3 103.0 MULLIONS DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) 19 -1/8" 26 -1/2" 30' 37' 42' 48" 54" 60" 66" 72" 19 -1/8" 26 -1/2" 30 37" 42' 48 54" 60' 66" 72" 19 -1/8" 26 -11/2" 30 37' 42" 48' 54" 60' 66' 72" MULL SPAN 120' 132 144" 1 X 3 STD. - 27.3 24.1 28.5 20.5 21.9 STD. 55.3 39.9 35.3 28.6 25.2 22.0 41.6 30.0 26.5 21.5 32.0 23.1 20.4 123.8 89.3 73.9 64.0 56.4 49.3 43.8 32.9 67.1 59.3 46.1 37.1 32.9 27.0 24.7 71.6 51.7 37.0 32.6 25.4 22.8 20.8 111.0 98.1 79.5 70.1 61.3 54.5 49.0 40.9 83.4 73.7 59.8 52.6 40.9 36.8 33.5 30.7 64.3 56.8 46.0 40.5 35.5 31.5 28.4 25.8 23.7 HEAVY 150.0 150.0 150.0 112.6 100.1 90.1 81.9 75.1 150.0 150.0 109.8 96.7 84.6 75.2 67.7 61.5 150.0 118.0 104.3 84.5 74.5 65.2 57.9 52.1 47.4 43.4 zes ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING PRODUCT MULLION GLAZING PRODUCT I W2 STRUCTURES HORIZOWAL MULLION GLAZING PRODUCT GLAZING PRODUCT 1, MULLION SPAN PRC" iitsathus os complyin Acelptauce 0 te N La In 8 3 iFir7;(77 M04-05 DESIGN LOAD CAPACITY - PSP *WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 AA2 AA4 B2 B4 19 -1 26 -1/2 30° 37" 42" 48 54" 60" 66" 72" 120 94.9 150.0 145.6 150.0 120.2 150,0 68.5 136.9 105.1 150.0 86.8 150.0 60.5 121.0 92.8 150.0 78.6 150.0 49.0 98.1 75.2 150.0 82.1 124.3 43.2 86.4 68.3 132.6 54.7 109.5 37.8 75.6 58.0 116.0 47.9 95.8 33.6 67.2 51.6 103.1 42.6 85.2 30.2 60.5 46.4 92.8 38.3 76.8 27.5 55.0 42.2 84.4 34.8 69.7 25.2 50.4 38.7 77.3 31.9 63.9 19-1/8" 26 -1/2 30 37 42" 48 54" 60' 86" 72" 132 86.2 150.0 132.3 150.0 109.3 150.0 62.2 124.5 95.5 150.0 78.9 150.0 55.0 110.0 84.4 150.0 89.7 139.3 44.6 89.2 68.4 136.8 56.5 113.0 39.3 78.5 60.3 120.5 49.8 99.5 34.4 68.7 52.7 105.5 43.5 87.1 30.5 61.1 46.9 93.7 38.7 77.4 27.5 55.0 42.2 84.4 34.8 69.7 25.0 50.0 38.3 76.7 31.7 63.3 22.9 45.8 35.2 70.3 29.0 58.1 19-1/8" 26-1/2 30' 37" 42 48° 54" 60" 66° 72 144° 79.1 150.0 121.3 150.0 100.2 150.0 57.1 114.1 87.5 150.0 72.3 144.6 50.4 100.8 77.3 150.0 63.9 127.7 40.9 81.7 62.7 125.4 51.8 103.6 36.0 72.0 55.2 110.5 45.6 91.2 31.5 63.0 48.3 96.7 39.9 79.8 28.0 56.0 43.0 85.9 35.5 71.0 25.2 50.4 38.7 77.3 31.9 63.9 22.9 45.8 35.2 70.3 29.0 58.1 21.0 42.0 32.2 84.4 26.8 53.2 - rr r �., ,�. GLAZING -` ,7 PRODUCT �; / -- / -. GLAZING PRODUCT _ \ ANCNOR 'pEf 1 GLAZING PRODUCT ANCHORS TYPE A2, A4, 02 OR 04 GLAZING PRODUCT 1 ,- NO MM WINDOW MKS. WIDTH (W) 30" 37 42" 48" 54" 60 66" 72" 19 -1/8 26 -1/2" 30" 37" 42 48" 54" 60 66 72" 19 -1/8" 26 -1/2 30" 37 42" 48" 54 60" 66 72" 19 -1/8" 26 -1/2 30" 37" 42" 54" X 54" 66 66 72 MULL PAN 38 -3/8" 50 -5/8" 60" 63 DESIGN LOAD CAPACITY - PST ANCHORS TYPE A2 150.0 150.0 150.0 150.0 135.1 118.2 105.1 94.6 86.0 78.8 150.0 150.0 143.4 116.2 102.4 89.6 79.6 71.7 65.2 59.7 150.0 136.9 121.0 98.1 86.4 75.6 67.2 60.5 55.0 50.4 150.0 130.4 115.2 93.4 82.3 72.0 64.0 57.6 52.4 48.0 A4 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 143.4 130.3 119.5 150.0 150.0 150.0 150.0 150.0 150.0 134.4 121.0 110.0 100.8 150.0 150.0 150.0 150.0 150.0 144.0 128.0 115.2 104.7 96.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 145.1 131.9 120.9 150.0 150.0 150.0 150.0 150.0 137,5 122.2 110.0 100.0 91.7 150.0 150.0 150.0 150.0 132.6 116.0 103.1 92.8 84.4 77.3 150.0 150.0 150.0 143.3 126.3 110.5 98.2 88.4 80.3 73.7 AA4 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 147.3 B2 150.0 150.0 150.0 150.0 150.0 149.8 133.1 119.8 108.9 99.9 150.0 150.0 150.0 147.3 129.8 113.5 100.9 90.8 82.6 75.7 150.0 150.0 150.0 124.3 109.5 95.8 85.2 76.6 69.7 83.9 150.0 150.0 146.0 118.4 104.3 91.2 81.1 73.0 66.4 60.8 B4 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 139.3 127.7 150.0 150.0 150.0 150.0 150.0 150.0 150.0 146.0 132.7 121.7 NOTg; 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) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH (W) 19 -1 /8" 26 -1/2" 30 37' 42 48 " 54 60° 66" 72 19 -1/8 26 -1/2" 30 37 42 48 54' 60" 68" 72" 19 -1/8" 26 -1/2 30" 37" 42' 48" 54" 60 68 72" 19-1/8" 26 -1/2" 30" 37 4 48" 54' 60" 66 72 MULL SPAN 74 - 1/4 ° 84" 96° 108" ANCHORS TYPE A2 150.0 110.7 97.7 79.3 89.8 61.1 54.3 48.9 44.4 40.7 135.5 97.8 86.4 70.1 61.7 54.0 48.0 43.2 39.3 36.0 118.6 85.6 75.6 61.3 54.0 47.3 42.0 37.8 34.4 31.5 105.4 76.1 67.2 54.5 48.0 42.0 37.3 33.6 30.5 28.0 A4 AA2 _. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 121.6 139.8 107.1 122.2 93.7 108.6 83.3 97.7 75.0 88.9 68.2 81.5 62.5 150.0 150.0 150.0 150.0 150.0 132.6 140.1 107.5 123.4 94.7 108.0 82.9 96.0 73.7 86.4 66.3 78.5 60.3 72.0 55.2 150.0 150.0 150.0 131.3 150.0 116.0 122.6 94.1 108.0 82.9 94.5 72.5 84.0 64.4 75.6 58.0 68.7 52.7 63.0 48.3 150.0 150.0 109.0 83.8 96.0 73.7 84.0 64.4. 74.7 57.3 67.2 51.6 61.1 46.9 56.0 43.0 AA4 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 136.3 125.0 150.0 150.0 150.0 150.0 150.0 150.0 147.3 132.6 120.5 110.5 150.0 150.0 150.0 150.0 150.0 145.0 128.9 116.0 105.5 96.7 150.0 150.0 150.0 150.0 147.3 128.9 114.6 103.1 93.7 85.9 B2 150.0 1402 123.9 100.4 88.5 77.4 68.8 61.9 56.3 51.6 150.0 123.9 109.5 88.8 78.2 68.4 60.8 54.7 49.8 45.6 150.0 108.5 95.8 77.7 68.4 59.9 53.2 47.9 43.5 39.9 133.6 96.4 85.2 89.0 80.8 53.2 47.3 42.8 38.7 35.5 B4 150.0 150.0 150.0 150.0 150.0 150.0 137.6 123.9 112.6 103.2 150.0 150.0 150.0 150.0 150.0 i 36.9 121.7 109.5 99.5 91.2 150.0 150.0 150.0 150.0 138.9 119.8 106.4 95.8 87.1 79.8 150.0 150.0 116.7 134.4 103.1 150.0 150.0 138.1 121.7 106.4 94.6 85.2 77.4 71.0 ANCHORS W1 ANCHORS TYPE \0R84 A4, TYPICAL MUJ, ON ARRANGEMENTS WIDTH (W) = W1 + W2 2 ANCHORS TYPE 82 OR 84 MULLION SPAN STRUMURFS FIA pc it 18557 HORIZONTAL IAULUON ARCHES TO BE INSCRIBED PRODUCT REVISED as complying with the Floe& Bella% Code Acceptance No ie 81 I nv co co) 0 tiCI CVO 0 tn 1 8 5 drawing . 1 -3/4 MIN. EDGE DIST. • i L riii� lii • a . MIN. M i l lii"" Z= 11 1 EDGE DIST. -n J TJ w Engr: Lit. HUMPNOIN PARDOQ STRUCTURES RA. PE #_18557 C.A.N. 3535 SEP 2 6 2008 U U I 1 N Z O W m 1- Z 2 Q 1 • 2 1 0 drawing no. M04 -05 sheet 5 of 7 • 'o,• MULLION CUP 1 -3/4" MIN. EDGE DIST. 1/4" HtLTI KWIK CON II 1-1/4" MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) ALTERNATE ANCHOR LOCATION 1BY WOOD BUCK 1/4" HIL71 KWIK CON 11 1 -3/8" MIN. WOOD PENETRATION 2 PER CUP (1 ON EACH WING) J 2BY WOOD BUCK OR WOOD STRUCTURE 1' 1/4' HILT' KWIK CON II 1-1/4" MIN. EMBED INTO MASONRY 1 PER ANGLE ANCHORS TYPE 'A2' FLOATING CUP #14 SMS 2 PER ANGLE 1 -3/4" O.C. MIN. 1/4" HILTI KWIK CON 0 1 -3/8" MIN. WOOD PENETRATION 1 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE FLOATING CLIP #14 SMS 2 PER ANGLE 1 -3/4" O.C. MIN. 2 X 2 X 1/8" ALUM ANGLE a 1 -3/4" MIN. EDGE DIST. 1" MIN. 3" 1" MIN. ALL CUPS TO FIT SNUG INTO TUBE MUWONS. TAPCONS MAY BE HEX OR FIAT HEAD. 1/4" MLR KWIK CON II 1 -1/4" MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) 1BY WOOD BUCK 1/4" HILTI KWIK CON II 1 -3/8" MIN. WOOD PENETRATION 4 PER CUP (2 ON EACH WING) AIL M 28Y WOOD BUCK WOOD STRUCTURE ANCHORS TYPE 'A4' 1/4" HIL11 KWIK CON 11 1 - 1/4 ° MEN. EMBED INTO MASONRY 2 PER ANGLE FLOATING CUP #14 SMS 2 PER ANGLE 1 - 3/4" O.C. MIN. FOR 3" TUBE 2 -3/4" O.C. MIN. FOR ALL OTHER TUBES 1/4" HILTI KWIK CON 11 1 -3/8" MIN. WOOD PENETRATION 2 PER ANGLE FLOATING CUP #14 SMS 2 PER ANGLE 1 -3/4" O.C. MIN. FOR 3" TUBE 2 -3/4" 0.0. MIN. FOR ALL OTHER TUBES 2 X 2 X 1/8" ALUM ANGLE 2 X 2 X 1/8" ALUM ANGIE PRODUCT REVISED as complying wfth Inc Florida Bonding Code Maisano No • Z : f Expiration Data - }:TILW . t 2 -1/2" MIN. r EDGE DIST. °�•• MIN. 1L MASONRY OR CONCRETE MULLION CUP ALTERNATE ANCHOR LOCATION 1/4" HL11 KWIK CON 0 1 -3/4' MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) MASONRY OR CONCRETE 2 --1/2" MIN. EDGE DIST. 2 1/2' MIN. -FLOATING CUP 1/4" HILTI KWIK CON 11 1 -3/4" MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'M2' #14 SMS 2 PER ANGLE 1 -3/4" O.C. MIN. FOR 3" TUBE 2 -3/4" O.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE 1/4" HIL11 KWIK CON N 1 -3/4" MIN. EMBED INTO MASONRY 1 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE 2-1/2" MIN. EDGE DIST. rq 3" MIN. ALL CUPS TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE ATE tACOUER. 1/4" HILT' KWIK CON R 1 -3/4' MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) ANCHORS TYPE 'AA4' 1/4" HILTS KWIK CON 1I 1 -3/4' MIN. EMBED INTO MASONRY 2 PER ANGLE #14 SMS 2 PER ANGLE 1 -3/4" O.C. MIN. FOR 3" TUBE 2 -3/4" O.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE Engr: H Y OUN STRUCTURES FLA. PE 1 1 _8957 CAN. 3538 SEP 2 5 2008 2 X 2 X 1/8' ALUM ANGLE rttonucr REVISED as plying with the Flaida eunding Code ACONSSIGO No ExpiadianDato 63 le o P rZ gt 2g ot W 0 a 3 4 I ti a 8 Z 3 z x N z 0 Lit w 1- I` z 0 J z f a 0 0 0 4 L 1 drawing no. M04 -05 (sheet 6 of 7 ) METAL STRUCTURES (STEEL OR ALUM. 1/8 MIN. THICK) STEEL : Fy = 36 KSI MIN. ALUM NUM : 6063 —T5 MIN. 11 4E OP OR 1/4" TEKS 2 (1 ON EACH WING) TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY ANCHORS TYPE '82' THIS SCREW CAN BE DITALLED N IN EITHER /14 SMS 2 PER ANGLE 1 -3/4" 0.C. MIN. # 14 S.M.S. 2/ CHANNEL #10 F.H. S.M.S. 2/ SIDE 1/8 THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION ACCESS HOLE 14 SMS 2 PM CLIP 1 -1/2° Q.C. MIN. #110 FH SMS 2 PER CUP 1" 0.C. MIN. 1 -3/4" X 2" X 1/8 (FOR 28Y 3/4 X 2" X 1/8 FOR (1BY TUBE ALUM AN CUT TO FIT SNUG INSIDE TUBE ANCHOR DETAIL # 1 1 14 1/4° TEKS PER ANGLE Jillit TUBE MULLION TUBE MUWON 2 X 2 X 1/8" ALUM ANGLE METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 14' TO VERWY CAPACITY OF CONNECTION SEE SHEET 4 OF 7 FOR ANCHOR CHARTS METAL STRUCTURES (STEEL OR ALUM. 1/8 MIN. THICK) STEEL : Fy m 36 KSI MIN, ALUMINUM : 6063 —T5 MIN. A ins ir,4 14 SMS OR 1/4" TEKS 4 PER CUP (2 ON EACH WING) ANCHORS TYPE '84' Engr: DR. HUMA' iM FLA. STRUCTURES 6557 C.A.N. 3538 #14 SMS OR 1/4" TEKS I PER ANGLE 114 SMS 2 PER ANGLE 1 -3/4" 0.C. MIN. FOR 3' TUBE 2 -3/4 0.0. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE 2 5 2008 PRODUCT REVISED as complying %vitb dm !Florida Raid* Codc Acceptance No Das 2 X2X 1/8 ALUM ANGLE - .ML R IP / f , 4 0 Pig O R i e V � v IP iI W 3 t ps i t glen C r—. 0 0 G 2 2 g 2 cs1 en aa, V J 1 0 c • • d wing no. M04 -05 sheet 7 of 7 o9 ICS,KANJOI 14 � 4ek›-SA r 1e W. WIDTH 1 W. WIDTH WINDOW WIDTH WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING AU.OWABLE LOADS FROM THOSE SHAPES. 0 J c 4" MAX. TYP. HEAD/SILL CORNERS 53" MAX. WINDOW WIDTH 48 3/4 D,L OPG. r 21° MAX. HEAD /SILL FX100 ALUMINUM FIXED WINDOWS DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. FALSE MUNTINS (SURFACE APPIJED) MAY BE USED N 1 a N 1 TYPICAL EL EVAB N TESTED UNITS APPROVAL APPLIES TO SINGLE FIXED WINDOWS, ALSO COMBINATIONS OF F1XED /FIXED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWQNS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. .4 4" MAX. TYP. HEAD /SILL CORNERS Enge; Y. S7r U � A.N. 3836 WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. DEC 0 5 2005 21" MAX. HEAD /SILL PRIMIXT NNW. .!- -0= .• ©1 g 9 < m u C 7 2 4 1 0 1 sheet 1 of 5 DESIGN LOAD CAPACITY BASED ON ASTM E1300 -02 (3 - PSF SEC. GUSTS) WINDOW DIMS. GLASS TYPES 'A' & 'B' WIDTH LENGTH EXT.( +) /INT.( --) 19 -1/8 80.0 80.0 24 80.0 80.0 26 -1/2" 8 0.0 80.0 80.0 80.0 50 50 -5/8" 80.0 42" 80.0 48" 80.0 53 - 1/8" 80.0 19 -1 /e 80.0 24" 80.0 26 -1/2" 80.0 30" 80.0 37" 60" 80.0 42" 80.0 48° 80.0 53 -1 /8" 80.0 19 -1/8" 0 t0 80.0 24" 80.0 80.0 26 -1/2" 80.0 30" 63" 80.0 80.0 ° 37 78.7 42" 73.3 80.0 48" 80.0 80.0 53 -1/8" 80.0 80.0 19 -1 /8 0 80.0 24 80.0 26 -1/2" 80.0 30° 80.0 37" 80.0 42" 80.0 48" 80.0 53 •1/8" 80.0 19 -1 /8 80.0 24" 80.0 28 -1/2" 80.0 30" 80.0 37" 72° 80.0 42" 80.0 48" 80.0 53 - 1/8" 80.0 19 -1/8" 80.0 24" 80.0 26 -1/2" 80.0 30" 76" 80.0 80.0 37" 72.4 42" 80.0 48" 80.0 53 -1/8" 80.0 DESIGN LOAD CAPACITY - PSF BASED ON ASTM MOO ..98 (60 SEC. WIND) WAVDOW DIMS. GLASS TYPES 'A' & 'B' WIDTH LENGTH EXT. ( +) /INT.( -) 19 -1/8" 80.0 24" 80.0 26^1/2 8 0.0 30" 80.0 80.0 50 80.0 37 42 80.0 .8" 80.0 3" 80.0 B" 80.0 80.0 2" 80.0 80.0 80.0 80.0 80.0 8" 76.3 8" 0 t0 80.0 80.0 2" 80.0 80.0 80.0 80.0 78.7 B° 73.3 B" 80.0 80.0 2° 80.0 80.0 68° 80.0 79.7 48 74.5 53 -1/8" 70.2 19 -1 /8" 80.0 24" 80.0 26 -1/2" 80.0 30" 80.0 37" 72 77.3 42" 70.9 48" 67.0 53 -1/8" 64.1 19 •1/8" 80.0 24" 80.0 26 -1/2" 80.0 30" 80.0 37" 76" 72.4 42" 65.9 48" 62.3 L BQML WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN A9OVE. 1/8" HEAT STREN'D GLASS .090" INTERLAYER DUPONT BUTACITE PVB 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795 GLASS 'TYPE 'A' GLASS TYPE 'B' CIRCULAR FRAME 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795 GLASS TYPE 'A' mak= WNW isamegrOMMOWS 2 RECT. OR SQUARE WINDQWS GLAZING OPTIONS 1/8" HEAT STREN'D GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS 090" INTERLAYER DUPONT BUTACITE PVB 1/8 HEAT STREN'D GLASS SILICONE DOW CORNING 795 1/8" HEAT STREN'D GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS 090 INTERLAYER DUPONT BUTACITE PVB ' VOITPAROoQ FLA PE 1 16557 C.A.J9. 3538 DEC 06 2005 GLASS 1YPE 'B' 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795 ISO z ia. 8 sheet 5 i7! o O arg wr li; 4 C 2 of 1 c 5 a 8 0 ,I 1 drawing no. W04 -44 5 g 6 d 4 d. .: TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 19Y OR 28Y WOOD BUCKS 1" II I' • ern META. STRUCTURES (STEEL OR ALUM. 1 /8" MIN. THICK) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 —T6 MIN. TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING raceiwe ovum M AMI —DADE COUNTY APPROVED MUUJON WOOD BUCKS NOT BY RC ALUMINUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. T1PICAL ANCHORS: SEE ELEV. FOR SPACING HILTI KWIK —CON d INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MN. PENETRATION INTO WOOD THRU 1 BY WOOD BUCKS INTO 3000 PS1 MIN. CONC. OR C -90 GROUT FILLED BLOCK 1 -1 /4" MIN. EMBED INTO CONC. OR MASONRY 1/4" HILTI KWIK —CON 1( DIRECTLY INTO 3000 PSI MIN. CONC. OR C -90 GROUT FILLED BLOCK 1 -1 /4" MIN. EMBED INTO CONC. OR MASONRY 1/ TEKS SELF DRILLING RE S INTO METAL STRUCTURES (STEEL OR ALUMINUM 1 /8" MIN. THICK.) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 —T6 MIN. ns EIRE DIST/WC INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1 /2" MIN. SLALANTS: ALL FRAME AND VENT CORNERS SEALED WITH JOINT SEALANT. 8 ZQ 3EN in 2 n M to N 3 1 v 1 1 8 s 4 r• 1 drawing no. W04 -44 GLASS STOP (LAM. GLASS) 0 GLASS STOP (LAM. INSTIL. GLASS) ��7r 110 .050 TYP. .a75 L 1.315---1J SNAP COVER (LAM. GLASS) .050 TYP. . 1.948 -1.I 5A SNAP COVER (LAM. INSUL GLASS) GLASS STOP (LAM. GLASS) FOR CIRCULAR FRAME .168 GLASS STOP (LAM. INSUL GLASS) FOR CIRCULAR FRAME 0 JAMI /SILL ANCHOR CLIP FRAME CORNERS 1 V14 Ste'._ —.7-1 ANI■.r:..-.c ii�M��au� •.• ;.rte _..a TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 0 EXTERIOR D.L OPG. WINDOW WIDTH • 1/4" MAX. SHIM @2 D.L OPG. mlittr .• ;� MIAMI—DADS COUNTY APPR,D MULLION SEE SEPARATE NOA ACCESS HOLE a L OPG. WINDOW WIDTH 1 2 FRAME HEAD /SILL/JAMB GLAZING BEAD (LAM. GLASS 6063 —T6 6063'48 3 4 GLAZING BEAD (LAM. GLASS) GLAZING BEAD (LAM. INS. GLASS) 6083.•-T6 6063 —T6 48 7 8 10 CM100 -007 AS READ. CM100 - 012 AS REGD. CM1 •015 AS REGD. CM100 -018 4/ WDW C11100....017 4 / III CM100 •029 4/ WDW CM100 -028 4/ WDW CM1007018 4/ WOW C14100.4/19 4/ WDW V-059 AS READ. AS RECD. AS REGD. #10 X 1" 2/ CORNER FRAME JAMB /SILL 6063 —T8 JAMB/SILL ANCHOR CUP 6063 —T6 GLAZING MAD (LAM. INS. GLASS), 8063 —T6 SNAP COVER ( GLASS) 6063 —T6 6063•46 SNAP COVER (LAM. INSUL GLASS) VINYL FOR LAM. & LAM. INSUL. GLASS 3/16" X 3/8" X 4" LG. SETTING BLOCK 1/8" X 1/2" SINGLE FACE TAPE FRAME ASSEMBLY SCREW ST. STEEL FOR FIXED WINDOW FOR CIRCULAR FRAME FOR CIRCW►R FRAME PH P•L SMS EXTERIOR WINDOW WIDTH ANCHORS SEE TYPICAL SHIM #14 SMS OR TIXS SCREWS SEE ELEV. FOR SPACING D.L. OPG. 1h Y OUN FLAa t DEC 0.5 2005 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM 28Y WOOD BUCK 9 3 X� 8 • co 4 tv g drawing no. W04 -44 1 9 1 4 fD 4 a 1 sheet 4 of 5 -0( .750 FRAME JAMB /SILL FRAME HEAD /SILL/JAMB TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM ACCESS HOLE TPEM NO. PART NUMBER QUANTITY DESCRIPTION MAMMAL mater aurrauanq amm mmam c g t gl g a t 3 { 0 eel o . O a k 21 eel; :DESIGN LOAD SIDE /SIDE OR CAPACITY - P8? TOP/BOTTOM WINDOWS WINDOW DIMS. ONE ANCHOR AT EACH SIDE OF MULLION TWO ANCHORS AT EACH SIDE OF MULLION WIDTH (W) LENGTH (L) EXT.( +) /INT.( -) EXT.( +)/INT.( 19 -1/8" 80.0 80.0 24" 80.0 80.0 26 -1/2" 80.0 80.0 30" 80.0 80.0 38 -3/8" 37" 80.0 80.0 42" 810 1 80.0 48" 80.0 80.0 53 -1/8" 80.0 80.0 19 -1/8" 80.0 80.0 84" 72.5 80.0 28 -1/2" 72.5 80.0 30" 72.5 80.0 37" 70.5 80.0 42" 82.1 80.0 48" 62.1 80.0 53 -1/8" 82.1 80.0 19 - 1/8" 80.0. 80.0 24" 88.7 80.0 28 -1/2" 68.7 80.0 30' 68.7 80.0 37'' -5 / 88.8 80.0 42" 58.9 80.0 --" 58.9 80.0 /8" 58.9 80.0 191/8" 72.7 80.0 58.0 80.0 /2" 58.0 80.0 30" a 58.0 80.0 " 56.4 80.0 42" 49.7 80.0 /8" 69.3 80.0 24" 55.2 80.0 261/2" 55.2 80.0 55.2 80.0 37" 53.7 80.0 42" 47.3 78.9 19 -1 68.1 80.0 24" 52.7 80.0 26 -1/2" 66 52.7 80.0 30" 52.7 80.0 37" 51.3 80.0 19 -1/8" 60.6 80.0 24" 48.3 80.0 26 -1/2" 72" 48.3 80.0 30" 48.3 77.3 37" 47.0 77.3 19 -1/8" 58.8 80.0 24" 46.8 80.0 26 -1/2" 74 •1/4" 48.8 80.0 30" 48.8 74.9 37" 45.8 74.9 1 "X3"X 1/8" ALUM TUBE MULLION SEE CHART AT LEFT, FOR OTHER MULLION TYPES SEE SEPARATE NOA D.L OPG. WINDOW MOTH EXTERIOR WINDOW WIDTH #14 EE O ELEV. SEE FOR SPACING D.L. OPG. 1/4° HLTI KWIK -U)N OR 1/4" TEKS ONE OR TWO AT EACH SIDE OF MUWON SEE CHART AT LEFT FOR CAPACTRES NOTES: W 10" 3" W2 �CTU� FAR00�1 FLA. PE i 1 8557 - CAN. 35 WINDOW ANCHORS SEE SHEET 1 FOR LOCATION AND SHEET 2 FOR ANCHOR TYPES TYPICAL ELEVATIONS SIDE BY SIDE WUVDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS WIDTH (W) = WI + W2 2 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF 1X3 WINDOW MUWON. 2. FOR FIXED WINDOW CAPACITY SEE SHEET 2 OF 5. 3. FOR OTHER MUWON TYPES SEE SEPARATE NOA. 4. USE SMALLER DESIGN LOAD CAPACITY OF 1, 2 OR 3 ABOVE. IPRODIXT REVIEND g 0 I 0 a► '0 c aJ `Cam 0 0 N 1 4 Q d rowing no. W04 -44 ®et 5 of ) 4