The URL can be used to link to this page

WS-10-201e Inspection Number: INSP- 135119 Permit Number: WS -2 -10 -201 Scheduled Inspection Date: April 14, 2010 Inspector: Bruhn, Norman Owner: HINES, EMILY Job Address: 1113 NE 98 Street Project: <NONE> Contractor: TREBOR CONTRACTING LLC Building Department Comments REPLACING 23 WINDOWS AND 2 DOORS WITH IMPACT RESISTANT PRODUCTS Passe 7_ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Cc- April 13, 2010 Miami Shores, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050180260 Phone: (954)922 -1620 Page 5 of 20 ,ey ce BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) � ✓ LEE � ro S Phone # Owner's Address // 1 3 290/i .S 7". City '✓/ 5''h'S State FA' Tenant/Lessee Name Email Value of Work For this Per * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Scanning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit N. Master Permit No. Zip S .. Phone # Job Address (where the work is being done) // /3 01$., vogoisnlYst Mafl 15 201U to City Miami Shores Village County Miami - Dade Zip FOLIO / PARCEL # // 3,20 S o22e) Is Building Historically Designated YES NO "t Flood Zone Contractor's Company Name / tP 69"--7 Contractor's Address 3 P9/ A/ 0 79 / ivvD City /764 �/16�N- State 72 Zip , eJ o�. le; Qualifier Name Phone # State Certificate or Registration No. C //x/49 / Certificate of Competency No. C� -mail / �. '2 L Ti��C°,12 0.201. Contact Phone Architect/Engineer's Name (if a i If[ �� A,E (pdeis_ 75 Phone # � � 74'P9/ 0 Type of Work: ❑Additio DAlteration ❑New ❑ Repair/Replace ❑ � D � emolition Describe Work: tee 1 f %u -7 ��f� . �� of ' 01,,,e„, 2 �cP ceif,, j '- c - 7''/ V Phone # �s''�/%- 9 2 /I Square / Linear Footage Of Work: '4 ** * * *, * * * **** * * * * * ** * Fees * *** * * *, * * * * * * * * * * * * * * * ** * * * * * * * **** ** *** ** CCF $ CO /CC $ Training/Education Fee $ Technology Fee $ Radon $ DPBR $ Bond $ $ Violation date: Structural Review. $ Total Fee Now Due $ 7 o0 See Reverse side -+ b �a� 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 s ite for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signa Owner or Agent Contractor /41 i The foregoing instrument was acknowledged before me this The fo . ' strument was acknowledged before me thisf P day of , 20 , by , day of kik& , 20ia , by J , (4- /✓ 0 a c---0 who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY (Revised 07 /10 /07XRevised 06/10/2009) NOTARY PUBLIC: Si K_• W' a r Tini EXPIRES December 27, 2013 ® COM **** *' 32*****' 1CSF****, 1[ *71[*** *' 1C****711'** *3CYY*7tC** **3C**** ill' 3C**3C **}C*'********* **** f************ 3C* *****71C' Jti']{'***'k*7Y***** *ik**** 3 Plans Examiner Zoning Engineer Clerk checked d _ uct oval Opening Description Location Zone Opening Dimensions Width Height Required (per ASCE Positve Load 7.02) NeaafWe Allowable (per Positive Load NOA) NeAafve (Psi) 1 • C' �• • = • -?= an) (m) (Ps/ 6210 CPO 05 ; French Door 4 72 x 79 3/4 42.3 -46.2 65.0 -65.0 2a 7 Horizontal Roller Mulled (1 of 2) 5 36 3/4 x 50 1/2 45.7 - 60.7 90.0 -140.0 21:1 7 ,88.0 t s Horizontal Roller Mulled (2 of 2) 5 36 3/4 x 50 1/2 45.7 - 60.7 90.0 -140.0 3a "0 - 7 1018 °, nzontal Roller Mulled (1 of 2) 5 36 3/4 x 50 1/2 45.7 60.7 90.0 140.0 3b 0 95 d ' ntal Roller Mulled (2 of 2) 5 36 3/4 x 50 1/2 45.7 - 60.7 90.0 -140.0 4 07 -1 18 ) H rzdptal Roller 4 36 3/4 x 38 1/4 46.5 - 50.4 90.0 -140.0 5 07 -10 1) Roller 5 72 3/4 x 501/2 43.6 - 56.6 90.0 -131.1 6 07 -1018. �/ mental Roller 5 72 3/4 x 50 1/2 43.6 -56.6 90.0 -131.1 7a 09 -0331.12 C ","- $Scd¢e Window Mulled (1 of 3) 4 48 3/4 x 62 3/4 44.2 -48.1 65.0 -65.0 7b 09 -0331.12 Picture Window Mulled (2 of 3) 4 48 3/4 x 62 3/4 44.2 -48.1 65.0 -65.0 7c 09-0331.12 Picture Window Mulled (3 of 3) 4 48 3/4 x 62 3/4 44.2 -48.1 65.0 -65.0 8a 07- 1018.05 Horizontal Roller Mulled ( 1 of 2) 4 36 3/4 x 50 1/2 45.7 - 49.6 90.0 -140.0 8b 07- 1018.05 Horizontal Roller Mulled (2 of 2) 4 36 3/4 x 50 1/2 45.7 - 49.6 90.0 -140.0 9 07- 1018.05 Horizontal Roller 4 36 3/4 x 50 1/2 45.7 - 49.6 90.0 -140.0 10 09 -0316.05 French Door 5 34 x 79 3/4 44.6 -58.4 65.0 -65.0 I1 07- 1018.05 Horizontal Roller 4 36 3/4 x 50 1/2 45.7 - 49.6 90.0 -140.0 12a 07- 1018.05 Horizontal Roller Mulled (1 of 2) 5 36 3/4 x 50 1/2 45.7 - 60.7 90.0 -140.0 12b 07- 1018.05 Horizontal Roller Mulled (2 of 2) 5 36 3/4 x 50 1/2 45.7 -60.7 90.0 -140.0 13a 07- 1018.05 Horizontal Roller Mulled (1 of 2) 5 36 3/4 x 50 112 45.7 - 60.7 90.0 -140.0 13b 07- 1018.05 Horizontal Roller Mulled (2 of 2) 5 36 3/4 x 50 1/2 45.7 - 60.7 90.0 -140.0 14a 09 -0331.12 Picture Window Mulled (1 of 2) 4 37 x 62 3/4 45.0 -49.0 65.0 -65.0 14b 09 -0331.12 Picture Window Mulled (2 of 2) 4 37 x 62 3/4 45.0 -49.0 65.0 -65.0 15a 09 -0331.12 Picture Window Mulled (1 of 3) 4 42 x 62 3/4 44.6 -48.6 65.0 -65.0 15b 09 -0331.12 Picture Window Mulled (2 of 3) 4 42 x 62 3/4 44.6 -48.6 65.0 15.0 I5c 09 -0331.12 Picture Window Mulled (3 of 3) 4 42 x 62 3/4 44.6 -48.6 65.0 -65.0 MULLIONS Tributary Width Spar 2,3,8,12,13 09-0617.04 I" x 4" Aluminum Mullion 5 36 3/4 x 50 1/2 45.7 -60.7 140.0 -140.0 7,14,15 09- 0617.045- 4 48 3/4 x 62 3/4 45.0 -49.0 83.5 -83.5 3Atimuntyhioa .1 ... CATEGORY 5 Engineering Services, Inc. Bruce 1113 NE 98th Miami Shore, FL 33138 The width of the The above pressures using the following Wind Load De§Ign Pressure Summary H ;, .. • • • • • • o � • • • • � • • • • (*•12) • E ••• • Wine m ow • 00 • • • • • • • • • - • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 160o 3. Federal Highway. #207 Pompano Beach, PL 33062 (954)784.6991 Tel/ (954) 781 Far CA #25854 Our fief Container Prepared By TUC B1100128 Trcbor USA Corp AS 4 /007 llorida Building Code, and ASCE 7 - 05 "Minimum Design Loads for Buildings and Other Structures," 15 9 60 80 3 146 1.0 Emma T. Mellinger. P.E. C PL PER 50049 0.18 Date 3/9/2010 OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK K K ° a e:- .. d •d • .. • • d a- d A • . '< ,Existing Concrete Slab • . . °• .. .O D . ' . . -•-•—•.- • A ° ° e • ° • ° ° �-- 83y; 72" •°• • • <• :' ; • p °e • a. : ° • • ° • : ° • ° * e • . oi e • •` . • . 6 ° b co New 5 "x8 " —.- Concrete Cap (Min. Fc = 3000psi) from Header to Slab. Reinforced with (1) #5 Rebar, Drilled and Epoxied into Header and Slab (Min. 4 ") New 5 x 8" • • a ° , a T 5v8" , Concrete Cap (Min. Fc = 3000psi) from Header to Slab. Reinforced with (1) #5 Rebar, Drilled and Epoxied into Header and Slab (Min. 4 ") 5 /8' • T , 4:7 _,..,•__ b " °, Existing Concrtete Slab - 6 ° • • ° Existing Masonry Block Wall .. ... • • • • • •• • • • • " ' • • •E>Isting Opening: 83%4' x 80" •• • ••• •• • • • Sew Opening: 72" x 80" • •• • •.• • • • • • • • • • • • • NOTE: • Fasten New Door to Concrete Substrates in Accordance with Specific Miami -Dade NOA. Existing Masonry Block Wall GENERAL NOTES This Signed and Sealed Design Applies to the Installation of New Door to New Rough Opening, as Shown Herein Only. No Other Warranty, Express or Implied is Intended. Contractor Shall Field -Verify Existing Conditions and Immediately Notify Engineer of Any Discrepancies Herein. All Work Shall be Performed in Accordance with the 2007 Florida Building Code, and Local Codes and Ordinances that May Apply. DESIGN NOTES Wind Loads Calculated in Accordance with 2007 FBC and ASCE 7 -05: V =150 mph, Exp =C CATEGORI=5:• Engineering Services, Inc. Engineering Services, Inc. 1600 S. Federal Highwap.207 Pompano Beach, FL 33062 : • (954) 784-6991 • • • • • NEW DOOR • •• ••• Bruce Residence, 1104 NE 98 Ave, Miami Shores, FL • • • • ••• • • • • • • • • • • • O. • • • . • • • • • • • • • 9lb; TUC B1100311 Sheet 1 of 1 By: ME Date: March 11, 2010 Emma T. Mellinger, P.E. FL PE #50049 CA #25854 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) AWP, LLC, 8130 NW Avenue, Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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, includin the Hi h Velocity Hurricane Zone. DESCRIPTION: Exterior Glazed Aluminum Fixed Window — L.M) APPROVAL DOCUMENT: Drawing No. W06 - 84, titled "Exterior Glazed Alum. Fixed Window. (L.M.I.) ", sheets 1 through 6 of 6, dated 12/11/06, with revision C dated 3/25/09 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 .. . w . i es Pr MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: Glass type "C" has been rescinded from this NOA 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 ohenge "endorsement in the materials, use, and/or manufacture of the product or process. Misuse of this NO? as endorsement of any product, for sales, advertising or any other purposes shall automatically terminate thts•NOA. Failttre, td comply with any section of this NOA shall be cause for termination and removal ofNOA.':" •• •• ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, ar4da, and followed by the expiration date may be displayed in advertising literature. If any portion of the Mantas displ3ldd,'tfien it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manuffc'tufet or its •• • distributors and shall be available for inspection at the job site at the request of the Buireing official. • This NOA revises NOA # 06 1229.01 and consists of this page 1 and evidence pages Fi 1, E and gas• well as approval document mentioned above. The submitted documentation was reviewed by Fitz A. Harris, P.E. •MIAMI.DADECOUNTY APPROVED rz !/ /go /09 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.buldinEcodeonline.com .... • • • • • • • • .. • •. • • . . • • C NOA No. 09- 0331.12 Expiration Date: December 13, 1 Approval Date: May 20, 2009 Page 1 AWP,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W06 -84, Sheets 1 through 6 of 6, titled `Exterior Glazed Alum. Fixed Window (L.M.I.) ", dated 12/11/06, with revision A dated 2/25/09 prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS (All submitted under NOA #01- 0102.05) • 1. Test report on : 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of an aluminum fixed arch window (3/16" temp), prepared by Hurricane Engineering & Testing Inc., Report No. HETI- 00- 1174A, dated 10/19/00, signed and sealed by Arshad Viqar, P.E. 2. Test report on : 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of an aluminum fixed rectangular window (3/16" ann), prepared by Hurricane Engineering & Testing Inc., Report No HETI- 00- 1174B, dated 10/19/00, signed and sealed by Arshad Vigor, P.E. 3. Test report on : 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of an aluminum fixed rectangular window (3/16" temp), repared by Hurricane Engineering & Testing Inc., Report No 'HETI- 001174C, dated 10/19/00; signed and sealed by Arshad Viqar, P.E. 4. Test report on : 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of an aluminum fixed rectangular window (3/16" temp), prepared by Hurricane Engineering & Testing Inc., Report No. HETI - • • • • • 001174D, dated 10 /19/00, signed and sealed by Arshad Viqar, P.E. .' . • • 5. Test report on : 1) Large Missile Impact Test per SFBC, PA 201 -94' • , • • • 2) Cyclic Wind Pressure Loading per SFBC, PA 243 i4 along with installation diagram of an aluminum rectangular window. Elam 3/16: HS), window, prepared by Hurricane Engineering & Testing Inc., Report No. HET! -Bb- 907A, dated 12/6/00, signed and sealed by Arshad Viqar, P.E. . . . ":' • •• •• •• • E -1 Fiii A. Hairis, I1.E. Product Control Examiner NOA No. 09- 0331.12 Expiration Date: December 13, 2011 Approval Date: May 20, 2009 • • • • • • • • , • fif • • r: • • • • • • • • AWP,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test report on : 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of an aluminum fixed rectangular window (lam 3/16" HS), prepared by Hurricane Engineering & Testing Inc., Report No. HET1-00 -1162, dated 12/6/00, signed and sealed by Arshad Vigar, P.E. 7. Test report on : 1) Large Missile Impact Test per SFBC, PA 201 -94 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with installation diagram of an aluminum fixed rectangular window (lam 3/16" HS), prepared by Hurricane Engineering & Testing Inc., Report No. HETI- 00 -907B, dated 12/6/00, signed and sealed by Arshad Viqar, P.E. 8. Test report on : 1) Large Missile Impact Test per SFBC, PA 201 -94 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with installation diagram of an aluminum fixed arch window (lam 3/16" HS), prepared by Hurricane Engineering & Testing Inc., Report No HETI -00 -916, dated 12/6/00, signed and sealed by Arshad Vigor, P.E. 9. Test report on : 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of an aluminum fixed rectangular window (3/16" ann)„ prepared by Hurricane Engineering & Testing Inc., Report No HETI -00 -1163, dated 12/6/00, signed and sealed by Arshad Vigar, P.E. 10. Test report on : 1) Large Missile Impact Test per SFBC, PA 201 -94 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with installation diagram of an aluminum fixed arch window (lam 3/16" HS), prepared by Hurricane Engineering & Testing Inc., Report No HETI -00 -917, dated 12/6/00, signed and sealed by Arshad Viqar, P.E. 11. Test report on : 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of an aluminum fixed rectangular window (1 /8" ann), prepared by Hurricane Engineering & Testing Inc., Report No. HETI -00 - 915, dated 12/6/00, signed and sealed by Arshad Vigar, P.E. ••••• • C. CALCULATIONS • • • • • 1. Anchor verification calculations and structural analysis, complying -2007, prepared by A1- Farooq Corporation, dated 3/21/09, signed and sealedby. Hun bayou Farooq, P.E. •••• • Complies with ASTM E1300 -02 • •. • • • .... .. • • E -2 • .4? "Fitz Her is, D.E. Product Control i xatiiner NOA No. 09- 0331.12 Expiration Date: December 13, 2011 Approval Date: May 20, 2009 AWP LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERl'II 1CATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex IIIG Clear or colored interlayer," dated 5/4/06, expiring on 5/21/11. F. STATEMENTS 1. Statement letter of compliance with 2007 -FBC, dated March 2, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated December 8, 2006, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1229.01, issued to Yale Ogron Manufacturing Co. for their Exterior Glazed Aluminum Fixed Window — Non - Impact & Large Missile Impact Resistant, approved on 2/22/2007 and expiring on 12/13/2011. E -3 ... • • • • • .. .. • .. • . . • • • • • • .... • • .... • • .... • • • .. • .. .. • • • • • ,i • ` Fitz A Harrill Product Control E`L ner NOA No. 09- 0331.12 Expiration Date: December 13, 2011 Approval Date: May 20, 2009 • • • • • • • WINDOW WIDTH • WINDOW WIDTH • • • • • • • • • WIOIDOtl►W' • • • • r •• ••• • • r �- � / I �� • ••• • • • • ••• • • • • • • • SHOWN IN DOTTED $AND Ow/�A7j BLE� MRE PES. VERI FIED BY ORSC P URE SO • • • • • • • • • • • • • • •• •• •• • • • • • •• • • • • • • • ••• • • • • • • • • • • • • •• •• • •• • • • FALSE MUNTINS (SUR ►IAY BE USED EXTERIOR GLAZED ALUMINUM FIXED WINDOW APPROVAL APPUES TO SINGLE UNRS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MWAII —DARE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SHEETS 2 & 3. 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). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER L•'.. . TH.. ST'.. U•E. 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 IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UYITEFWSTEEL /METAL SCREWS, THAT COWL 1W CONTACT WITH OTHER DISSIMILAR MURALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 1 MAX. HEAD /SILL WINDOW WIDTH I! 11 II II ' II 11 1, :I 11 II 1 11 11 11 11 11 11 11 11 11 11 11 II ® I 11 II I I 11 11 II II II 1 1 TYPICAL ELEVATION ) Env: DI. NUUAYOUN FARp00 sraucTuRrs FUCA.IL 151373557 2 6 2009 6 MAX. HEAD/SILL CORNERS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHIN !Ltd ARE NOT REQUIRED. P RODUCTREVISED secomplying Bendits c wh6 droplcdd8 NozEr__•— X04 IodzdC.maal drawing no. I W06 -84 (sheet Tor 6 DESIGN LOAD ': - PSF WINDOW DIMS. GLASS TYPE 'A' MASS . - L GLASS TYPE 'C' 4 ANCHORS TYPE 'A' ANCHORS TYPE '. .., CHOBS TYPE ' +' CH A' ORS TYPE ' ANCHORS TYPE ' VIDTH LENGTH EXT. CO INT. ( -) EXT. ( +1 INT. ( -7 EXT. ( +) INT. ( -7 ( +) INT. ( -7 EXT. ( +7 IN ( -7 19 -1/8' 26 -1/2' 37' 26' 70.0 70.0 65.0 65.0 65.0 65.0 75.0 73.3 9.0 70.0 70.0 65.0 65.0 65.0 65.0 1 75.0 70.0 70.0 65.0 85.0 65.0 65.0 ® 75.0 MN" �� 75.0 19 -1/8" 26 -1/2" 37" 53-1/8" X3 /8 0.0 70.0 65.0 65.0 65.0 65.0 70.0 70.0 65.0 65.0 65.0 65.0 73.3 .3 75.0 63.7 63.7 65.0 65.0 65.0 65.0 73.3 75.E 3.3 75.0 61.5 61.5 65.0 65.0 65.0 65.0 73.3 75.0 73.3 75,0 19 -1/8" 26 -1/2' 37" 53 -1/8" 88' 70.0 70.0 65.0 65.0 65.0 65.0 73.3 75.0 73.3 75.0 70.0 70.0 65.0 65.0 65.0 65.0 73.3 75.'. 73.3 75,0 63.7 63.7 65.0 65.0 65.0 65.0 69.2 3 75.0 - - 60.2 60.2 65.0 65.0 602 , Y 88.2 19 -1/8" 28- 2" ,53 -1/8" 70.0 70.0 65.0 65.0 65.0 65.0 73.3 75.0 70.0 70.0 65.0 65.0 65.0 65.0 73.3 75.0 J s 60.7 60.7 65.0 65.0 6 =�S AN1331m, ® - - 64.3 64.3 � yV �® • �� 19 -1 8' 26 -1/2' 37" 53 -1/6" 74 -1/4' 70.0 70.0 65.0 65.0 69.0 79.0 73.3 69.8 69.8 65.0 65.0 65.0 65.0 • 3 75.0 73.3 7 H 47.5 47.5 65.0 65.0 85.0 65.0 ..4 0.4 73.3 75. ∎ - - 57.3 57.3 65.0 65.0 57.3 57.3 68.2 68.2 SILICONE GE 2800 1/8" ANN. GLASS .090 SOLLMA SAFLEX IIG P8 NTERLAYER 1/8" ANN. GLASS SILICONE GE 2800 SILCONE GE 2800 •• • • • • •• • • • • • • • • • • GLAZING OPTOONN • • • • • • • • • • • • • •• • • • • • • • •• • •• • • • • • •• • ••• • • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • 00 • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). SILICONE GE 2600 3/16' H.S. GLASS .090 SOLUTIA SAFLEX 0IG PVB IHFERLAYER 3/16" H.S. GLASS 1E6 rEalikle SILICONE GE 2800 3/16' H.S. GLASS .070 G(A5SLAH .010 POLYESTER N .070 RESIN BY 3/16' H.S. GLASS SILICONE GE 2800 #10 X 1" SIRS AT 14 -1/2" 0C. GLASS TYPE 'C' r L WIDTH AND LENGTH 094EN5)ONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. POLYE ' LAYER 0.700" Engr: DI FAR000 STRUCTURES N C .A . . ) PRODUCT REVISED 114 9 1111 /4389998b Agricepaetes No0? 0i? AR 2 6 2009 mum d8c *U1"/ C P o E8 O. 0 IZ G 81 . G O 6 1 1 41110 c A i I i r drawing no. 1W06-84 met 2 of 6 DESIGN LOAD cApacrry - PSF DESIGN LOAD CAPACITY - PSF 03 14.9I ( COMP =AN vro6-84,ro WINDOW DIMS. CLASS TYPE . A . GLASS TYPE 11' GLASS TYPE w WINDOW DIMS. CUSS TYPE 'A' GLASS TYPE '13' GLASS PE 'C' ANCHORS TYPE 'A' ANCHORS TYPE 'A' ANCHORS TYPE 'B' CHORS TYPE "ti ANCHORS TYPE ANCHORS TYPE ' AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 • TEL (308) 2648100 FAX. (305) 2628978 VT. C WIDTH LENGTH 96' E 70.0 70.0 XT. C +II 66.8 68.8 47.2 47.2 108' 70.0 70.0 70.0 70.0 1 00 N M) MI 0 0 to 0� r O O 0 0 7 O C O O O igai MaaI 0 00 O O O ■ e q R n r2 h h h O o O li O O O MI N tl/ h P .4 b O ^, O O 22 b b1 R c 9 S sr, » n n G C I♦. 1 4 0 0 0 b O O 114 82.2 82.2 62.2 82.2 EXTERIOR GLAZED ALUM FIXED WINDOW ( LMJ.m AWP. LLC. 8130 N.W. 74TH AVE. MEDLEY, FL. 33166 TEL (305) 887 -2546 FAX (305) 883 -1309 ... 120' 55.6 55.8 132' 44.8 44.6 _ + 0 N gi rl r$ CI m m n 48' - - 144' 39.2 39.2 - - __._ _. - - 49.1 49.1 65.0 65.0 65.0 65.0 72.0 72.0 73.3 75.0 4. J NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 - 02/04 (3 SEC. • 49.1 49.1 65.0 85.0 65.0 65.0 72.0 72.0 73.3 75.0 49.1 49.1 80.0 60.0 85.0 65.0 60.0 60.0 73.3 75.0 - - 61.7 61.7 85.0 65.0 61.7 61.7 73.3 75.o - - 54.0 54.0 650 69.0 54.0 54.0 3.3 75.0 18' 24' 30' - 1 70.0 70.0 65.0 65.0 65.0 65.0 73.3 75. 3 75.0 1 70.0 70.0 65.0 65.0 65.0 65.0 73.3 75 3 75.0 L .. .. umuauasspl 2680 3mN 'SON `Ma S35 70.0 70.0 65.0 65.0 65.0 65.0 73.3 7 7 3 75.0 85.5 65.5 65.0 85.0 65.0 65.0 68.6 6 7 75.0 I - - - -.-- 56.2 58.2 63.3 633 65.0 65.0 63.3 73. 75.0 49.1 49.1 60.0 60.0 65.0 85.0 60.0 .0 73 75.0 - - 58.2 58.2 65.0 65.0 58.2 2 67.1 67.1 - - 57.6 57.6 60.4 80.4 57.6 57.6 80.4 60.4 - - 57.6 57.6 60.4 80.4 57.6 57.6 60.4 60.4 - 49.4 49.4 60.4 60.4 49.4 49.4 60.4 60.4 m'GLTO 46' 54' 60' 72' 70.0 70.0 65.0 65.0 85.0 65.0 73.3 75.0 73.3 75.0 70.0 70.0 65.0 85.0 65.0 65.0 73.3 75.0 73.3 75.0 62.0 82.0 65.0 65.0 65.0 65.0 72.8 72.8 73.3 75.0 49.7 64.0 64.0 65.0 65.0 64.0 64.0 73.3 75.0 49.7 - o • _ • • 38.1 • � • • 4 • SSA 58.1 56.1 733 5.0 Uf 90 -u , mw) ,^ ' I[ aw#H - • - 64.0 / •54! 1 6!0 • d5.0 54. 54.0 73.3 0 L - 1.2: 251.2 • 6te : 65% 51 51.2 67.1 .1 I E^Y OR. H1AaYOUN F49000 STRUCTURES FIN y', "1838 7 2009 MAR p 2 6 20 I�L�uCfRSVISF9 E Nerlda A 0 9NOar- e9SLrz Dekror r�p P(o6Qp Cegtrd Milan - • • - • • 09.4 1 049.4 • 9•.4 • *L14 4 49.4 60.4 4 4 I - - -� 18' 24' ‘^ 64' 70.0 70.0 65.0 85.0 85.0 65.0 7 .3 75.0 73.3 70.0 70.0 , 65.0 85.0 65.0 3 75.0 733 75. 50.9 5 65.0 a5.0 �6 65.0 85.0 70.1 73.3 75. • -• • - • • 61.1. .i•• • 61.1 • 65.0 • • • #5.0• . I 61.1 ' 61.1 73.3 75.0 _ ._ - ._ _ -- NOTE: TROTH AND LENGTH OINENSIONNS CAN 8E ORIENTED VEROCALLY OR HORIZONTALLY AS 5110TN A80YE. r Mowing no. ,.I e c •TOW - U� -• • - • 54.9• •54.9• 65.0 • 65.0• 54.9 54.9 73.3 75.0 -. -:• 30.4 - ; 6 80 .4 ;• 0 •• 65.0: 50.4 50.4 73.3 75.0 sheet 301 6 - • - • 47.2.1 473 • 65.0 • • %5SA 47.2 47.2 67.1 67.1 ••• • • • • • • • • • •• • • • ••• • • • ••• • • • • • • • • ••• • • • • • • •• • WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING STSILM AND TRANSFER THEM TO THE BUILDING STRUCTURE. J TYPICAL ANCHORS: SEE ELLV. FOR SPAGNc TYPE 'A'- 3/16' TAPCONS INTO 2BY WOOD BUCKS OR W000 STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1 4' MIN. EM . TYPE 'B'- 1 /4" TAPCONS INTO 213Y W000 BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY 3/16' TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 110 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) Fd = ANCHOR MOM DISTANCF INTO CONCRETE AND MASONRY = 1 -1/4" MIN. INTO W000 STRUCTURE = 9/16' MIN. INTO METAL STRUCTURE = 1/2' MIN. SEALANTS: FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH GE SIUCONE SEALANT. Engr: mi HUYATOUN rsoo STRUCTYRES ru PE 1 113557 cAR. 7558 PRODUCTREVISED Ns =gift with dm Maids Acceignal Na BIgiNgo•Dma - an D Paui4teCOooVdi drowing no. W06 -84 sheet 4o( 6 ) •.. . ....... • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •• f• • • • •• •• ••• • • • ••• • • 1/4' SHIM • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • •• • • It • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••■ • • 1/4' MAX. Ertgn OH. HUNAYOUN FAP000 FU URE S57 C.A.N. 3338 pR 2 6 2009 • TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT RBVISt?D auempbteswIthevaloritta livittoet Noy9 -o5W12 Fite ra -is-aaa E IIa 1 drawing no. W06 -84 (sheet 5 of 6 .799 .773 1.963 .062 TYP. WINDOW FRAME � r- l.000 -1 .750 U U L GLAZING STOP 1.049 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • •• • • • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CIRCULAR WINDOWS WELDED JOINT AT ENDS RECT. OR SOUARE WINDOWS TYP. CORNER DETAIL$ ITEM N0. PART NUMBER YE -80 GE -2800 /B x r QUANTITY 4 4 AS 9000. 2/ CORNER DESCRIPTION WINDOW FRAME GLAZING STOP GLAZING COMPOUND FRAME ASSEMBLY SCREWS MATERIAL ALUMINUM ALUMINUM SILICONE MANF. /SUPUER /REMARKS 6063 -T9 6063 -TS OPTIONAL CORNER Engr OR. NU�W FAR000 S FLA. PE 38 PROIMJL7 CAN. s r MAR 262009 Dirbien r 1§ 0 0 it a 0 0 v 1 B a drawing no. W06 -84 (sheet 6 o 6 ) Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address 1113 98 Street Miami Shores, FL 1132050180260 Block: Lot: EMILY HINES Phone EMILY HINES 1113NE98ST MIAMI SHORES FL 33138 -2507 Contractor(s) TREBOR CONTRACTING LLC Phone (954)922 -1620 Cell Phone Type of Work: WINDOWS & DOORS No of Openings: 25 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $10.80 $3.60 $350.00 $12.00 $14.40 $390.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy February 16, 2010 Invoice # Total Amt Paid Amt Due WS -2 -10 -37016 $ 390.80 $ 50.00 WS -2 -10 -37016 $ 390.80 $ 390.80 Check #: 5150 Valuation: Total Sq Feet: $ 18,000.00 426 $ 0.00 ffe/o/rycx-ar February 16, 2010 Date Expiration: 08/15/2010 Cell For Inspections please call: (305)762 -4949 Available Inspections: 1 Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle) Owner's Address 111 M.6: 6, et g CityMlar i Skores State Fl. Tenant/Lessee Name Architect(ngineer's ame (if applicable) Value of Work For this Permit $ /0. Type of Work: n AM itinn DAlteration Describe Work: _ �� / 4/ W \ v &df" vto f1 , rvt, Submittal Fee $ Notary $ Scanning $ Bond $ Structural Review. $ Miami Shores Village ragE"1 Building Department FEB (' 9 zrm 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY: Roofing Owner's Name (Fee Simple Titleholder) 3 !1 � - fl.(,C'e. Phone # 3Os' 5739- 37,1.0 Job Address (where the work is being done) 1 if 3 N, [ g &h City Miami Shores Village County Miami -Dade Zip •3 3 /3 Ff FOLIO / PARCEL # 11- 3,2055 - - 01g- •o1 (a 0 Is Building Historically Designated YES NO X Contractor's Company Name 7 j ho( Con ad h 3 Contractor's Address 39 / Al. cad. .. 9 /4 re City /-10 /I ywp4 / State FI. Q�,alifier Name p 5.e1:4 WTI/ Vie #'ca State Certificate or Registration No.C6 C /57/ g ?/ 6 +I-yng # 9. f- 7t'• 1p ?19 3S0• 00 Certificate of Competency No. Square`/ Linear Footage Of Work: w [: Repair/Replace ° ❑ Demolition t.LSs r3 Master Permit No. Zip 3S/3V Phone # Permit No.V\lS Phone # 95 7 ' 'AAA • / Co AO Zip 3 3 Oa0 Phone # f5-e- 922- /e '.ZC) • *****fl **•********** Nil** **********99 F ees f1 Y1 N11**** * ****** ** * * *** *AR* * NA!•W• CCF $$ �� /fC Technology Fee $ Hu Zoning $ Permit Fee $ Training/Education Fee $ Radon $ DPBR $ Code Enforcement $ Double Fee $ Total Fee Now Due $ See Reverse side -i Bonding Company's Name (if applicable) N ` Bonding Company's Address City . -- State Zip N//1 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 be approved and a reinspection fee will be charged. Signature NOTARY PUBLIC: 1• %' V` Sign: _ Print: /icV frf. 8� APPLICATION APPROVED BY: (Revised 07/10/07) Owner or Agent The foregoing instrument was acknowledged before me this '1 day of r , 20 /U, by ?rue t who is personally known to me or who hos produced F A. L . As identification and who did take an oath. NOTARY PUBL,IMATE OULORIDA ', Alice, M. Bryant * =C o' , • 'on #DD71779Q rm' PIE 23, 2011 II ATLANTIC BONDING 02,1124 • Si o3-4 • -�7 ti The f • mg instrument was acknowledged before me this G () day o , 20 � by °I-to-Cc- Q (fr who is perso ? __. ,� �_ � .[i o i. t . , has , oduced Contractor denagalre COMMISSION # DDY47M1 ilbenRES 27.2013 Print: . Engineer Zoning oath. �a 0 6. cot-- My Commission Expires: 9/23/26/f My Commission Expires: f2- Z � Z o *****AAR AAARWR*****AWk *RN************** ****RkkAWA *****1t********NRRAAA********** **** Ik %NM Plans Examiner NONCE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.,SIDS:.UIg• O,t(() STATE OF FLORIDA: COUNTY OF MIAMI -DADS 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: Rev PL. M)ct •; Skores gems. w_ P13 43-(? L04- /7 131k 1 79 L.of size re r . c q 3 2. Description of improvement: .•i f. r.• 3. er(s) napge and address: n T bract. Er s'fi .I , ! PIERFRY CFPTIFY Ih'd shi. d a t original f s in t office on Interest in property: Name and address f fee simple titleholder. NV' 4. Contractor's name rebor 5. Surety: (Payment bond required b . er from contractor, if an Name and Address: /1- 44- 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 Uenor'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 recorcing unless a different date is specified) gnature of Owner Print Owner's Nam Swam to and subscribed before me this Notary Public: Print Notary's ame: My commission expires: ra [wee S day of , p111,.,t . Alice M. Dryad leommission #DD717796 ,,.,,, Expires: SEP. 23, 2011 BONDED TOY ATLANTICsaNDDRICbyffiCA 7 ! 111111 11111111111111111 111111111 111111111111 if : F14 2 a 1 e eRa a 8235, R 13k 27174 P9 0868; Ups) RECORDED 02/05/2010 13 :0 :33 HARVEY RUVINp CLERK OF COURT I'IAtlI -DADS COUNTY. FLORIDA LAST PAGE Address S.. Wil Ayr- u c�si Ark, F1. l Cir Prepared by ,4i/ 'e /hilt A/'yei� 20 /O / - it , 023 a • .ATARYPUBi1C.SrATEOMORIDA Pre pawed by 6 0 ,5d SA 6i ' F 3 Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,536 Lot Size: 9,880 SQ FT Year Built: 1950 Legal Description: REV PL MIAMI SHORES SEC 8 PB 43-69 LOT 17 BLK 179 LOT SIZE IRREGULAR COC 25246- 347310 2006 5 OR 27017 - 1014 0909 01 Year 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $0/$395,938 $0/$581,521 County: $0/$395,938 $0/$581,521 City: $0/$395,938 $0/$581,521 School Board: $0/$395,938 $0/$581,521 Folio No.: 11 3205 - 018 - 0260 Property: 1113 NE 98 ST Mailing Address: JON T BRUCE KIMBERLY H BRUCE 1113 NE 98 ST MIAMI SHORES FL 33138- Year 2009 2008 Land Value: $174,088 $252,957 Building Value: $221,850 $328,564 Market Value: $395,938 $581,521 Assessed Value: $395,938 $581,521 Sale Date: 9/2009 Sale Amount $355,000 Sale 0/R: 27017 - 1014 Sales Qualification Description: Sales qualified as a result of examination of the deed View Additional Sales Property Information Report My Home is alley o Property Information Report Summary Details: Property Information: Assessment Information: Taxable Value Information: Sale Information: !Close window (Click here to Printl This report was created on 1/28/2010 8:09:28 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 1 r MIAMI-DADE) http: / /gisims2. miamidade .gov /myhome /proptextjrint .asp ?folio= 1132050180260 &cmd = 1/28/2010 7Itidai Vow Vilitfe &dotal Deitattreeeme 10050 NE 2°d Ave Miami Shores, FI 3313 Phone 305- 795 -2204; Fax 305- 762 -5253 www.miamishoresvillage.com CONTRACTOR LICENSING/ REGISTRATION REQUIREMENTS FOR ALL CONTRACTORS TO REGISTER IN THE VILLAGE OF MIAMI SHORES THE FOLLOWING REQUIREMENTS ARE NEEDED: DADE COUNTY CONTRACTORS: A. Certificate of Competency B. Dade Municipal Occupancy C. Dade Occupational Occupancy D. State Registration E. Liability Insurance Certificate F. Workers Compensation Insurance or Exemption STATE CONTRACTORS: A. i" State License B. Occupational License C. / Liability Insurance Certificate D. Workers Compensation Insurance or Exemption ********i` *ALL INSURANCE CERTIFICATES MUST BE MADE OUT TO THE FOLLOWING Miami Shores Village 10050 NE 2 AVE Miami Shores, FI 33138 ALL PERMIT APPLICATION REQUIRE THE QUALIFIERS NOTARIZED SIGNATURE Business Name: re bor Crr, d , t �..LC. Business Address: 3 ?D/ A/- 4 4 /4-1/-t, i-6/ /wilt/ FI 33 O0 Business Telephone: f'5 7 X - 90 - l ae2O Fax Number f iota- Xi 02 3 Qualifier Name: ,To 4( Me; QGO STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 DIACO, JOSEPH NEIL TREBOR CONTRACTING LLC 3901 N 29TH AVENUE HOLLYWOOD FL 33020 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and leam more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE AC# STATE OF FLORID DEPARTMENT OF BUSINESS ANA P ROFESSIONAL REGULATION - 01511891 06/11/08 078162`686 CERTIFIED GENERAL CONTRA IACO,: JOSEPH NEIL - TREBOR CONTRACTING LLC = CERTIFISD under the provisions of c#. 48 ya =sacion ova 314: 2010 Lpso6i10o7' BATCH NUMBER 0 6/11/2008 078162 -° N The GENERAL, CONTRACTOR Named below IS CERTIFI Under the provisions of Expiration date: AUG 3 Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0 00 0.00 27.00 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, F L 33301 -1895 — 954 -831 -4000 VALID OCTOBER 1, 2009 THROUGH SEPTEMBER 30, 2010 DBA: Receipt #: 180-8781 Business Name: TREBOR CONTRACTNG LLC Business Type: GENERAL CONTRACTOR Owner Name: JOSEPH NEIL DIACO CONTRACTOR) Business Location: 3901 N 29 AVE Business Opened: 03/05/2009 HOLLYWOOD State /County/CertlReg: CGC1511891 Business Phone: Exemption Code: NONEXEMPT Rooms THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: Number of Machines: TREBOR CONTRACTNG LLC 3275 SW 42 ST FORT LAUDERDALE, FL Seats Employees 5 For Vending Business Only Machines Professionals Vending Tvae: THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and /or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Receipt #07A -09- 00000263 Paid 10/05/2009 27.00 33312 09/30/2009 Effective Date 2009 - 2010 (GENERAL ACORD. CERTIFICATE OF LIABILITY INSURANCE 1 DATE(M 0 0 ") PRODUCER (954) 640 -6225 FAX: (954) 640 -6226 Mack Group, Inc. 1211 5 Military Trail Suite 100 Deerfield Beach FL 33442 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Trebor Contracting, LLC 3901 N. 29th Avenue Hollywood FL 33020 INSURER k Mid-Continent Casualty INSURERS :Colunerce & Industry Ins C INSURER C: INSURER D: INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. AGGREG4TE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MMIDD YYI POLICY EXPIRATION DATE (MFVDDWYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILTY 04 —GL- 000762084 3/31/2009 3/31/2010 EAC OCC URRENCE $ 1,000,000 DAMAGE TO R PREMISES (Ea f occurrence) $ 100,000 CLAIMS MADE iii I OCCUR MEDECP(Arnomaerson) $ Excluded PERSONALBADV INJURY $ 1,000,000 , _GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: 1 7C 7 POLICY I J 1 LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS COMBINED SINGLE UMR (Ea accident) $ BODILY INJURY (Per Peen) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY- EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGO $ B EXCESSIUMBRELLA LIABILITY OCCUR I DEDUCTIBLE RETENTION $ 0 CLAIMS MADE 8E066852414 Umbrella follows GL 3/31/2009 3/31/2010 EACH OCCURRENCE $ 10,000,000 AGGREGATE $ 10,000,000 $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below I TO A t+ S J I ER EL EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE $ EL DISEASE - POLICY OMIT $ OTHER DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS CERTIFICATE HOLDER ACORD 26 (2001/08) IIUQfl9R rrwnm na., CANCELLATION (305)756 -8972 Miami Shores Village 10050 NB 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Jay Mack /DRU O ACORD CORPORATION 1888 Pann 1 nf9 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR R L INSRE INSRE TYPE OF INSURANCE POLICY NUMBER DATEY(MM/DD�E POUCY NAIC # INSURED Trebor Contracting, LLC 3901 N 29th Avenue Hollywood FL 33020 INSURER A: zurioh American insurance co. GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY INSURER C: EACH OCCURRENCE $ PR EMIS I ( H oc I to PREMISES (Ea occurence) $ CLAIMS MADE X OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GENII AGGREGATE LIMIT APPLIES PER: POLICY n JECT II LOC PRODUCTS - COMP /OP AGG $ A AUTOMOBILE X LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS Comp Ded. $250 BAP- 2866249 01 /01 /10 01 /01 /11 COMBINED SINGLE LIMIT (Ea accident) $ 1, 000, 000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) Collis Ded. $500 GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGO $ $ EXCESS/UMBRELLA 7 X LIABILITY OCCUR CLAIMS MADE BE 2023845 01/01/10 01 /01 /11 EACH OCCURRENCE $ 10, 000, 000 AGGREGATE $ 10, 000, 000 DEDUCTIBLE RETENTION $ 10, 000 $ $ A WORKERS COMPENSATION AND EMPLOYERS LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ;gat. d escri be under SPECIAL PROVISIONSbelow WC- 2866251 01 /01 /10 01 /01 /11 X ITORYSLIMITS 1 1 E.LEACHACCIDENT $ 1, 000, 000 El. DISEASE - EA EMPLOYEE $ 1, 000, 0 0 0 E.L DISEASE - POLICY UMIT $ 1,000,000 A OTHER Property 4612841 01 /01 /10 01 /01 /11 BlktLimit $34,560,311 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID EE GPROU -1 DATE(MAA/DDIYYYY) 02/01/10 ArR NTA PRODUCER The Addis Group, Inc . 2500 Renaissance Blvd. Ste 100 King of Prussia PA 19406 -2772 Phone: 610 - 279 -8550 Fax: 610 - 279 -8543 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Trebor Contracting, LLC 3901 N 29th Avenue Hollywood FL 33020 INSURER A: zurioh American insurance co. 16535 INSURER B: Chartis Insurance INSURER C: INSURER D: INSURER E: MI MI SH Miami Shores Village 1 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO 00 SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. ArR NTA COVERAGES CERTIFICATE HOLDER ACORD 25 (2001/08) CANCELLATION © ACORD CORPORATION 1988 Opening ID Predud Approval • • pe • • • Location Zone Opening Dimensions Width Height Required (per ASCE Positive Load 702) Negative Allowable (per Positive Load NOA) Negative (NOA) (i . WINDOWS/DOORS (• • ! = • • � �� J • • ON OW (p91) (p9) (m!) (m0 1 09 -0316,15 • •1• am . • , ,� (� L 4 5 72 x 79 3/4 36 3/4 x 50 1/2 42.3 453 -46.2 -60.7 65.0 65.0 -65.0 -65.0 2a 09- 1r6e09 `;im ,.,• 1442 2b 09- 1006.09 Horizontal Roller Mulled ( 2 of 2) 5 36 3/4 x 50 1/2 45.7 -60.7 65.0 -65.0 3a 09- 1006.09 Horizontal Roller Mulled (1 of 2) 5 36 3/4 x 50 1/2 45.7 -60.7 65.0 -65.0 3b 09- 1006.09 Horizontal Roller Mulled (2 of 2) 5 36 3/4 x 50 1/2 45.7 -60.7 65.0 -65.0 4 09- 1006.09 Horizontal Roller 4 36 3/4 x 38 1/4 46.5 -50.4 65.0 -65.0 5 09- 1006.09 Horizontal Roller 5 72 3/4 x 50 1/2 43.6 -56.6 65.0 -65.0 6 09- 1006.09 Horizontal Roller 5 72 3/4 x 50 1/2 43.6 -56.6 65.0 -65.0 7a 09- 1006.11 Picture Window Mulled (1 of 3) 4 48 3/4 x 62 3/4 44.2 48.1 65.0 -65.0 7b 09- 1006.11 Picture Window Mulled (2 of 3) 4 48 3/4 x 62 3/4 44.2 -48.1 65.0 -65.0 7c 09- 1006.11 Picture Window Mulled (3 of 3) 4 48 3/4 x 62 3/4 44.2 48.1 65.0 -65.0 8a 09- 1006.09 Horizontal Roller Mulled (1 of 2) 4 36 3/4 x 50 1/2 45.7 49.6 65.0 -65.0 8b 09- 1006.09 Horizontal Roller Mulled (2 of 2) 4 36 3/4 x 50 1/2 45.7 49.6 65.0 -65.0 9 09- 1006.09 Horizontal Roller 4 36 3/4 x 50 1/2 45.7 49.6 65.0 -65.0 10 09 -0316.05 French Door 5 34 x 79 3/4 44.6 -58.4 65.0 -65.0 11 09- 1006.09 Horizontal Roller 4 36 3/4 x 50 1/2 45.7 -49.6 65.0 -65.0 12a 09- 1006.09 Horizontal Roller Mulled (1 of 2) 5 36 3/4 x 50 1/2 45.7 -60.7 65.0 -65.0 12b 09- 1006.09 Horizontal Roller Mulled (2 of 2) 5 36 3/4 x 50 1/2 45.7 -60.7 65.0 -65.0 13a 09- 1006.09 Horizontal Roller Mulled (1 of 2) 5 36 3/4 x 50 1/2 45.7 -60.7 65.0 -65.0 13b 09- 1006.09 Horizontal Roller Mulled (2 of 2) 5 36 3/4 x 50 1/2 45.7 -60.7 65.0 -65.0 14a 09- 1006.11 Picture Window Mulled (1 of 2) 4 37 x 62 3/4 45.0 49.0 65.0 -65.0 14b 09- 1006.11 Picture Window Mulled (2 of 2) 4 37 x 62 3/4 45.0 49.0 65.0 -65.0 15a 09- 1006.11 Picture Window Mulled ( 1 of 3) 4 42 x 62 3/4 44.6 -48.6 65.0 -65.0 15b 09- 1006.11 Picture Window Mulled (2 of 3) 4 42 x 62 3/4 44.6 48.6 65.0 -65.0 15c 09- 1006.11 Picture Window Mulled (3 of 3) 4 42 x 62 3/4 44.6 48.6 65.0 -65.0 MUWONS Tributary width Span 2,3,8,12,13 09-0617.04 1" x 4" Aluminum Mullion 5 36 3/4 x 50 1/2 45.7 -60.7 140.0 -140.0 7,14,15 09-0617.04 1" x 4" Aluminum Mullion 4 48 3/4 x 62 3/4 45.0 49.0 83.5 43.5 • • ••• • • • ••• CATEGOieY;5 •••.•• • Engineering Services, 'net. • •• • • • • • • • .•• • • • I lnd Load Design Pressure Summary Properly: lance • 1143 NE • • • :M miS PL3 • • • • • • • Mean Roof Height (ft) Opening Elevation (ft) Building Width (ft) Building Length (ft) Roof Slope (x : 12) Wind Velocity (mph) Importance Factor Exposure Category C t.rcpi (+ - 15 9 60 80 3 146 Moo S. Federal Highwag. #2oz Pompano Beach, FL no62 (954)784.6991 Tel/ (954)781-5708 Pax CA #25851 Our Bet Contractor Prepared By TUC B1100128 Trebor USA Corp AS The width of the edge strip for this property (in feet) is: 6 The above pressures were calculated in accordance with the 2007 Florida Building Code, and ASCE 7 -05 'Minimum Design Loads for Buildings and Other Structures," using the following input parameters: 1.0 Emma T. Mellinger, P.E. FL PER 50049 0.18 Date 1/29/2010 OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK Opening Opening Opening Dimensions ID Description (Between anyM viilons) Width i Height On) (ho 1 Frencii Door 72 x 1 79 3/4 2a HorizontalRoller 36 3/4 r1 50 112 2b HorizontalRoller 36 3/4 x i 50 1/2 3a HoriaintalRoller 36 3/4 xi 50 1/2 3b HorinuntalRoDer 36 3/4 , x 1 50 1 4 HorizontalRoller 36 3/4 .1 38 1/4 5 HorizontalRoller 72 3/4 x 1 50 112 6 HorizontalRoDer 72 3/4 x1 50 1/2 7a Picture Wiodow 48 3/4 x i 62 3/4 7b Picture Window 48 3/4 x 1 62 3/4 7c Picture Window 48 3/4 x 62 3/4 8a HorizontalRoDer 36 3/4 x i 50 1/2 8b lioxiamtn1Ro1er 36 3/4 .1 50 1/2 9 HceizetalRolier 36 3/4 x1 50 1/2 10 French Door 34 x1 79 314 11 HolizontalRoller 36 3/4 x1 50 1/2 12a HoriztitalRoller 36 3/4 x 1 50 112 12b HoriunntalRoDer 36 3/4 x 1 50 1/2 13a 36 3/4 x1 50 1/2 HoratontalRoller 13b HorauntalRoHer 36 3/4 x 50 1/2 14a Pkture Window 37 x 1 62 3/4 14b Pichre Winclow 37 .1 62 3/4 15a Picture Window 42 x 1 62 314 15b Picture Wsalow 42 x1 62 3/4 15c Picture Watiow 42 x1 62 3/4 • • • •• • • • ••• .. .. • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • •• • • • • • • • .. • • • • • • ••• • • • • • • • Sfa:52 0:WM ;532:5524 RW42;.IM 655:k;M:551*52k4M NI■snozva:42;o:tozomomizto • CATEGORY Engineering Services, Inc. 5 1600 S. Federal Highway. #207 Pompano Beach, FL 33062 (954) 784-6991 OPENING LOCATIONS Bruce Residence; 1113 NE 98th, Miami Shore, FL 33138 Dwg: # TUC B1100129 Sheet 1 of 1 Date: January 29th, 2010 Emma T. Mellinger, P.E. FL PE #50049 CA #25854 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) (AWP, LLC 74 Avenue Medley, FL 33166 SCOPE: • • • This NOA is being issued under the applicable rules and regulations governing the use o conslructioi materials. The documentation submitted has been reviewed by Miami -Dade County Prodg.ntrol Division a n d a c c e p t e d by t h e B o a r d of Rules a n d A p p e a l s ( B O R A ) to be used i n 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 10200 White PVC Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09 - 47, titled "Series 10200 PVC Fixed Window (L.M.I./S.M.I.) ", sheets 1 to 7 of 7, dated 09/10/09, prepared by the Al- Farooq Corporation, signed and sealed by Arshad Vigar, 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. MI IMP RATIN Large Mi ssile Im pact Res istan t 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 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER SUT1B I60 • MIAMI, MAMA 33130.1543 (305) 375 -2901 • • P�.X {305) 332 -5339' www.miamidade_go w iulldinacd�de • ..•. • •••• • •• •• •••• • •• • • . •• •• • • (NOA No. 09- 1006.11 Expiration Date: Januarys Approval Date: January 06, 2010 Page 1 AWP. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEp DRAWINGS . 1. Manufacturer's die drawings and sections. • • • • • •. ••••• 2. Drawing No W09 -47, Sheets 1 through 7 of 7 titled "Series 10200 4 ar: f ixed . • Window (L.M.I. /S.M.I.) ", dated 09/10/09, prepared by the Al -Faro 4 Cerporatipp, • • and signed and sealed by Arshad Viqar, 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 a series 10200 PVC fixed window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5907 dated 06/04/09, signed and sealed by Julio E. Gonzalez, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 09/30/09, signed and sealed by Arshad Viqar, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). G. OTHERS 1. None. E -1 • • •• • • • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their "Vanceva Composites Glass Interlayer" dated 7/17/08, expiring on 12/11/13. •••• • • •••• •• • • • • • •• • • F. STATEMENTS 1. Statement letter of conformance and no financial interest dated September 30, 2009, signed and sealed by Arshad Viqar, P.E. Manuel Per Product Control r NOA No. 09- 1006.11 Expiration Date: January 06, 2015 Approval Date: January 06, 2010 • • • • • • • • • • • • • • • • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1 MAX. HEAD /SILL HEAD /SILL CORNERS drawing no. V09 -47 WINDOW WIDTH 11 - - _ - pAYLITF OPENINGS* D.L.O. HEIGHT = BUCK HEIGHT - 4.280' D.L.O. WIDTH = BUCK WIDTH - 4.280 WINDOW WITH L J WINDOW WIDTH 6 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH W. WI r WINDOW WIDTH — r L WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SOUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 1 4' MAX. HEAD /SILL CORNERS FALSE MUNTINS (SURFACE FLANGE & FLUSH FRAM Y SERIES 10200 PVC FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN 014 SHEET 2. 4' MAX. TYPICAL ELEVATION APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF TUC. /FIX. OR FIX. WOW. WITH OTHER MIAMI -DADE COUNTY APPROVED WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS 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 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (NVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN 014 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 IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METM. SCREWS. THAT INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAD. MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. Env': ARSHAD vir.R 41 1 nA ° ir ••• CA 3538 2.409 I�AY • I,771► INSILMAT.IWr. WA miss LVIGE & 9MALL•MI16 ILE•14 • • • • FIN FRAME • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • •• •• • • • •• • • • • • ••• • 0 • • • • • 7 BUCK DIMS. WIDTH (W) 23' 29' 39' 41' 47' 53' se• 65' 71' 23' 29" 35' 41' 47" 53 59' 65' 71' 23' 29' 35' 41' 4Y 53' 59' 65' 71' 23' 29" 23' 29' 35' 41" 4Y 53' 23' 29' 35" 41' 47' 23' 29' 35' 41" 23" 29" 39' 35' 4Y 59" 83" 95' 207' 119' DESIGN LOAD CAPACITY - PSF MASS TYPES TOIL' 459 TYPES 'D' &'B) LENGTH (1.) EXT.( +) 1N1( -) EXT.( +) 1NT.( -) 65.0 65.0 65.0 65.0 65.0 65.0 85.0 85.0 65.0 65.0 85.0 85.0 65.0 65.0 81.5 61.5 54.8 54.8 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 63.9 63.9 59.4 59.4 52.5 52.5 48.9 46.9 65.0 85.0 05.0 65.0 65.0 65.0 82.0 62.0 59.4 59.4 55.1 55.1 50.4 50.4 46.6 46.6 43.5 43.5 85.0 65.0 65.0 65.0 54.8 54.8 48.1 48.1 46.9 46.9 45.6 45.6 43.5 43.5 65.0 65.0 57.4 57.4 43.9 43.9 40.8 40.8 39.1 .19.1 38.5 38.5 65.0 85.0 51.4 51.4 38.8 38.6 34.4 34.4 33.9 33.9 65.0 65.0 48.1 48.1 35.6 35.6 31.2 31.2 55.4 55.4 48.2 33.8 33.5 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 659 65.0 65.0 85.0 65.0 8.5.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 85.0 63.4 65.0 65.0 85.0 69.0 • 64.6 65.0 85.0 85.0 859 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 85.0 65.0 65.0 65.0 65.0 65.0 85 ° 65.0 65:0 85.0 65.0 85 65.0' 85.0 65.0 65.0 65.0 65.0 65.0 63.4 65.0 85.0 65.0 85.0 849 65.0 65.0 85.0 85.0 85.0 65.0 85.0 DESIGN LOAD CAPACITY - PS? BUCK DIMS. wlDTH (w) 18 -1/8' 25 -1/2' 36' 47' 52 -1/8' 18 -1/8' 25 -1/2' 36' 47" 52 -1/6" 18 -1/8' 25 -1/2" 36' 47' 52 -1/8' 18 -1/8' 25 -1/2' 36' 47' 52-2/8" 18 -1/8' 25 -1/2' 36' 47" 52 -1/8' LENGTH (L) 25" 37 -3/8' 49 -5/8' 62' 75' GLASS TYPES 'A' &'Al' EXT.(+) 85.0 65.0 65.0 65.0 85.0 65.0 85.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.4 55.8 53.0 85.0 65.0 47.5 44.4 43.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 83.4 55.8 53.0 65.0 65.0 47.5 44.4 43.0 MASS TYPES 'B' &'Bl' EXT.( +) 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 85.0 65.0 85.0 65.0 85.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 05.0 65.0 65.0 85.0 3 WIDTH ▪ AND LENGTH DOIENSONS CAN BE ORIENTED VERTM/LLLY OR HORIZONTALLY AS SHOWN ABOVE. 6 GLASS TYPE 'A' 7/8' OVERALL INSUL. IAN. BASS (LARGE & SMALL MISSILE IMPACT GLASS) 6 1/8' TEMP. GLASS 7/16' AIR SPACE 1/8" ANN. mass .075" PVB INTERLAYER VANCEVA COMPOSITE BY '501.11624' 1/8' ANN. GLASS 1/8' ANN. GLASS 7/16" AIR SPACE 1 /8" ANN. GLASS .075' PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' 1/8' ANN. GLASS 7/8' OVERALL N5UL LAN. GLASS (LARGE MISSILE IMPACT GLASS) BUCK DNS FIN FRAME GLASS TYPE 'A1' SILICONE GE 2800 DOW CORNING 899 GLAZING OPTION 1/8" TEMP. GLASS 5 /18" AIR SPACE 3/16' HEAT STREN'D GLASS .075" PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLLRIA' 3/16' HEAT STREN'D GLASS O 2 W GLASS TYPE 'Jr 7/8' OVERALL NSUL LAM. GLASS (LARGE & SMALL MISSILE IMPACT GLASS) 2/8" ANN. GLASS 5/16" AIR SPACE 3/18' HEAT STREN'D GLASS .075" P68 INTERLAYER VANCEVA COMPOSITE 81' 'SOLUTIA 3/16' HEAT STREN'D GLASS SIMONE SIUCOVE GE y DOW CORNING 899 1 .rV�l�'�� DOW CORNING 899 GLASS TYPE 'ILA' 7/8' OVERALL NSUL LAM. GLASS (LARGE MISSILE IMPACT GLASS) SILICONE CE 2800 DOW CORNING 899 NOTE: GLASS CAPACITIES ON THIS SHEET WIRE • • • • • • • • • BASED ON ASTM El 300 -02/04 SS SEC. GI:5T9). • EA ARSwN lama • r • • - 36883 • • • 40!}4.4Ip 4 IdW E4. • 3T � Boddl.62 1'�.■ ��• 78046 Mad • d • • • • • • • • • •• • • • o T_- ■ .1. • • • • • • • , • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ■ 9 V 1 drawing no. 1 W09 -47 • • (seet 2 of 7) 7 MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA n SEE ELM TYPICAL ANCHORS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING :) (Fum 120 KSI, Fy.92 KSI) 1/4' DIA. 111 TRACON BY 'ELCO' (Fu.177 KSI. F. I55 KSI) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1-3/6" MIN. PENETRATION INTO W000 THRU 16? BUCKS INTO CONC. OR MASONRY 1-1/4 MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 112,SSISABSELEDRILLINCSLREM (GRADE 2 ORS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 112 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .0901 (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-1/2" MIN. INTO W000 STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAVA f JOCIR pv MIN. C - 90 PIOLLOW/FIU.E0 BLOCK NA JAMBS rni. ii goOD pal jilt • • • • • • • • • • utqr AIM= Virg CAR* • • II FLA FE # 36863 CAN. 3538 • • • • • • • • • ac: 0:Z 2102 • • • 4 whorsimikkig•ISTke• • • RIV• AKtia 'We ...it&...... • • • • 4 • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 1 A owing no. 1V09-47 (set 3 of 7 • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING ILLUSTRATM OILS. ONLY EIR. OR INT. FINISHES NOT OY AWP TYPICAL ANCHORS SEE ELEV. F OR SPACING TYPICAL ANCHORS: sTE ELEV. FOR SPACING IP 1 SM§ (GRADE 2 CRS) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD • • • • • • Enr SAD • ' FLA. PE 1 • • o m t t+ewfi�$e.. CAR � J5�9 .. ... OC i: •• 24 • •• • • • .•. • • • • ••• • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • •• •• • • • •• •• •.• • • • ••. • • 11 • • • droning no. ` 1109 --47 • • • fullest 6 of 7 ) 1 PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS W -10201 1 FLANGE FRAME PVC - IA W -10201 1 FLUSH FRAME PVC - 18 YV -10201 1 FIN FRAME PVC - R-1 W -10007 8 GLAZING READ PVC - YH-1316 AS RECD. HOLE PLUG H0.014 ASHLAND 5YS. 2.640 .050 r FLANGE FRAME 2.140 3.266 3.360 /A FLUSH FRAME 1.510 .630 1.500 2.140 e 3.288 x-.070 L3l_ - JLSOU� C 111 . 070 1.658 3.380 1R FIN FRAME 1.510 .115 .803 .035 .215 O GLAZING BEAU FRAME CORNERS 6rty ,�.,,,„ F1A. PE • ••• OCT.012 . • • • . • • •• •• • • • • • • • • • • • • • • • • • • • • • • CAN. 3538 Approildrwd. 1 . .. . • ro0A0 41 ::a L ' d. ; Y/ • • • • 5 N 12 1 ',rowing no. ;N09 -47 _sheet 7 of 7 ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) (AWP, LLC 8130 N. 74 Avenue Medley, FL 33166 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUFIOD1G 140 WEST FLAGLE4 STTJT, SUITE 4603 MIAMI•1LOMDA 33.140 -1563 (305) 375 -29P1• • A ( (305;3714609 www.miamida1e' oJ/buildingeode • • • - - • • • •• • • .• • • • •••• • • • • This NOA is being issued under the applicable rules and regulations governing the use of constructidn • • : • materials. The documentation submitted has been reviewed by Miami Dade County Pr4 of Gontrof Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade Countyancf • 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 10100 White PVC Horizontal Sliding Window — L.M. APPROVAL DOCUMENT: Drawing No. W09 -52, titled "Series 10100 PVC Horiz. Sliding Wdw. (L.M.IJS.M.I.) ", sheets 1 to 8 of 8, dated 09/30/09, prepared by the Al- Farooq Corporation, signed and sealed by Arshad Viqar, 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 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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. N OA No. 09- 1006.09) Expiration Date: anuary 06, 2015 Approval Date: January 06, 2010 Page 1 AWP LLC G. OTHERS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 • • • •• • • • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 09/28/09, signed and sealed by Arshad Vigar, P.E. Complies with ASTM E1300 -02/04 E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. •••• • • • .•• 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 PVC horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5931 dated 05/28/09, signed and sealed by Julio E. Gonzalez, P.E. F. STATEMENTS 1. Statement letter of conformance and no financial interest dated October 02, 2009, signed and sealed by Arshad Viqar, P.E. �-P Manuel Perez, ' .E. Product Control ' er NOA No. 0 - 006.09 Expiration Date: January 06, 2015 Approval Date: January 06, 2010 •• • • • • • • • • • •• • A. DRAWINGS . 1. M a n u f a c t u r e r ' s die d r a w i n g s a n d sections. ... • . • • • . • 2. Drawing No W09 -52, Sheets 1 through 8 of 8 titled "Series 1010Q�,y�,Horiekiling • • Wdw. (L.M.I./S.M.I.) ", dated 09/30/09, prepared by the Al - Farooq.Corforati6n, wan signed and sealed by Arshad Viqar, P.E. • • • • • • • • • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 10100 PVC HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD)..TO THE STRUCTURF A NCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHAD. 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 IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY..../ MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. I /8' TEMP. GLASS 1/2' AIR SPACE 1/8 ANN. GLASS .090' INTERIAYER SAFLEX NG PVB BY 'SOLUTIA' I/8' ANN. GLASS GLASS TYPE 'A' 7/8' OVERALL INSUL LAM. GLASS (LARGE & SMALL MISSILE IMPACT GLASS) SILICONE SILICONE 00 CORNING ORNING 899 1 .�'I�j!N�� DOW CORNING 899 GLAZING a ON$ I/8' ANN. GLASS I/2' NR SPACE 1/8• ANN. GLASS .09o• PITERLAYER SAFLEX 1110 PVB BY 'SOLUM' I /8' ANN. GLASS GLASS TYPE 'Al' 7/8' OVERALL INSUL. LAM. GLASS (LARGE MISSILE IMPACT GLASS) IA GE & SMALL. M S%L4 IIILPA,4T _ • •r• • • • ••• • uror` *W °IU"• • X F GI b8J8 tipA •• • • • • • • • • •• • • • • • • ae nom ir a � 7li;i'A P •••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • •• • • • • • • • • • •• •• 8 ro z V • • • ironing no. • : iN09 -52 (sheet 1 of 8 FALSE MUNTINS (SURFACE APPLIED) MAY 8E USED HEAD /SILL CORNERS FALSE MUNTINS (SURFACE APPLIED) MAY BE USE 0 d 1 32 3/4" D.L OPG. 35 3/4' II I II 11 11 II 11 34 1/8' D.L OPG. 4' MAX. HEAD /SILL CORNERS VENT WIDTH 32 3/4' D.L OPG. 35 3/4" VENT WIDTH r 73' BUCK WIDTH 73' BUCK WIDTH 11 1/2" MAX. HEAD/SILL CORNERS 11 1/2" MAX. HEAD /SILL CORNERS 34 1/8' DL OPG. • FLANDE & FLIM FRAMES TYPICAL ELEVATIONS FIN FRAMES TYPICAL ELEVATIONS 4" MAX HEAD /SILL CORNERS 27 3/4' D.L DPO. 30 3/4' Bt 1/8' VENT WIDTH 128' BUCK WIDTH 128' 11 1/2" MAX. HEAD /SILL CORNERS 1 7 4" MAX HEAD /SILL CORNERS FALSE MUNTDIS/ (SURFACE APPLIED) MAY BE USED r II II 11 II H 11� 27 3/4" O.L. OPG. 30 3/4" BUCK WIDTH 11 1 /2' MAX. HEAD /SILL CORNERS 81 1/8' • • •• ELL On. • • ••• • • • • • •• • • VENT WIDTH E migtOug CLAN �Jt883 • 2 2009 • • • • • • • • • • � • • •• • • • • • • ••• • • • • a�1 • • • • • dqfpfkal as Brbdtag Ade Itate N81.°11 i 15frear'llrai; MWO /L... ., .. • • • • so 8k $�Qa 0401 Oaiid i Q 2 m W OF J E ' S •,,_ S z t' 0 a a 03 0 5 , 5 v c 4 1 1 growing no. ;V09 -52 (Patient 2 of a ) 8 •.• • • • • .•• • • • • • • • • • • • • • .•. • • • • • • • • • • • • • • •. .. • • • •• •• ... • • • ••• • • DESIGN LOAD CAPACITY - PSF (X0 OR OX S12FS) BUCK DDAS. A I ASR TYPES 'A &• r WIDTH HEIGHT EXT.( +) EXT.( +) INi•t 25 -1/2' 7 4 85.0 85.0 SC 25" 4 85.0 65.0 52 -1/8' ( S 65.0 85.0 73' 9 7 85.0 85.0 25 -1/2' 12 4 85.0 65.0 36" 37 -3/8' 4 810 85.0 52 -1 /8' (8) 5 85.0 85.0 73' 12 7 85.0 85.0 25 -1/2' 12 4 8.5.0 85.0 8 -5/8 4 65.0 83' 52 -1/8' (8) S _63._--_'-''-°_-. 85.0 85.E 23' 9 4 810 85.0 ( 10 4 610 85.0 23' 8 65.0 85.0 (4) 8 810 BSA 7 7 610 85.0 35" 8 8 810 63.0 35' 9 4 610 65.0 ( 10 4 610 83.0 14 6 33" 5 63.0 63.0 6 (6) 8 610 85.0 47' 7 7 65.0 85.0 47' 8 8 65.0 63.0 ( 9 4 85.0 85.0 35" 10 4 65.0 64.0 47' 47 5 85.0 85.0 59' (7) 6 65.0 85.0 71" 10 7 85.0 85.0 4 680 65.0 40 -5/8" ' . ooe (8) 7 65.0 65.0 DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. A CLAM TYPOS 'C &'AI' WIDTH HEIGHT EXT.( +) IM.( -) 73" 7 65.0 65.0 105 -1/4' (4 10 65.0 85.0 110' 10 65.0 65.0 73' 37 -3/8 9 65.0 85.0 105 -1/4" (8) 12 65.0 65.0 110' 12 65.0 65.0 73' 49 -5/8" 9 65.0 65.0 105 -1/4' 49-50. 12 62.8 62.8 110' (8) 12 63.7 63.7 71' 7 65.0 65.0 83' 23' 8 65.0 65.0 95' 23' 9 65.0 65.0 107' ( 10 65.0 65.0 119' 11 65.0 65.0 125' 11 65.0 65.0 71' 7 65.0 65.0 83' 35" 8 65.0 65.0 95" 35' 9 65.0 65.0 107' ( 10 65.0 65.0 119' 14 6 11 65.0 65.0 125' 6 11 65.0 65.0 71' 47' 7 65.0 65.0 83" 47' 8 65.0 65.0 95" ( 9 65.0 85.0 107" 49 -9/8' 10 64.5 64.5 65.0 9 ""115.0 , 8 85.0 g5' ( 610 107' 10 65.0 65.0 DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCIC DIMS. A 01455 TYPES 'Pal' WIDTH HEIGHT EXT.( +) INT.(-) 73" 7 65.0 65.0 105 -1/4' (4) 10 65.0 65.0 110' 10 65.0 65.0 73' 37 9 65.0 65.0 105 -1/4' -3/8" (8) 12 65.0 65.0 110' 12 85.0 85.0 73' 49 -5/8" 9 65.0 65.0 105 -1/4" (8) 12 65.0 65.0 71' (8) 7 65.0 65.0 83" 8 65.0 65.0 95' 23' 9 65.0 65.0 107' (4) 10 85.0 610 119' ( 11 65.0 65.0 125' 11 65.0 65.0 71" 7 65.0 85.0 83' 8 65.0 65.0 95" 35" 9 65.0 65.0 107' ( 10 65.0 65.0 119" 11 65.0 65.0 125' 14 6 11 65.0 85.0 71' 6 7 85.0 65.0 83" 47' 8 65.0 65.0 95" ( 9 65.0 65.0 107" 85.0 10 65.0 85.1 7 49 -9/8' n m � 7 65.0 - (8) ""115.0 65,0 8 85.0 65.0 DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) BUCK DIMS. A cuss TYPES 'Alai' 7ADTH HEIGHT EXT.( +) INT.(-) 54 -5/8' 5 65.0 65.0 78 -3/4" 25. 8 810 85.0 82 -3/8" 8 65.0 85.0 54 -5/8' 37 -3/8" S 85.0 65.0 78 -3/4' (8) 65.0 65.0 82 -3/8' 8 65.0 65.0 54-5/8" 5 65.0 65.0 78 -3/4' 49-5/a" 8 82.8 62.8 82 -3/8" (8) 8 63.7 63.7 53 -1/8" 5 65.0 65.0 62 -1/8' 8 65.0 65.0 71 -1/2" 23' 7 65.0 65.0 80 -I/8' ( 8 65.0 65.0 89 -1/8' 8 65.0 65.0 53 -1/8' 5 65.0 65.0 62 -1 /6" 6 65.0 65.0 71 -1/2" 35" 7 65.0 65.0 80 -1/8' ( 8 65.0 65.0 89 -1/8" 6 65.0 85.0 53 -1/6" 14 6 5 65.0 65.0 62 -1/8" 6 85.0 85.0 71 -1/2" 7 65.0 65.0 80 -1/8' 6 64.5 64.5 53 -1 /8' 5 65.0 85.0 62 -1 /8" 49 -5/8" 6 65.0 65.0 71 -1/2" ( 7 65.0 65.0 80 -1/8" 8 85.0 65.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB "t 4 (1 /) OPERATING VENTS TO BE 1J2'OF 'THE WINDOW WIDTH D OR OX Bua( DINS FLANGE FRAME A = NO. OF ANCHORS PER HEAD & S61 ( ) = NO. OF ANCHORS PER JAMB (2/ OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' A = NO. OF ANCHORS PER HEAD & SILL ( ) NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB ( /3W) (1/3W) ii (1 /3•) 4= ii OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH Hr A v nA PE 36883 nct � Q 00,3 -I� /• •• • • • • • • • • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (v•SEE!0 , AND FLORIDA BU LDING COMMISSION • • DECLARATORY STATEMENT DCA055- )EC -2j% •• •• • • • 44 a Wit. the .:ors: rmA r mar Ire • • • • • • • • z FE 2 c • •• • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • •• • • 000 • • • • •• • • BucK 44 d wedirp 1 ,D Ili a) G i l ►�'` 0 a 44 s ° 1BY WOOD 0 122 7� 4 I LLLLLL e �; TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 m KUL STRUCTURE WEEPHOLES; Wt = 1/4' X 1" WEEP SLOT AT 4" FROM EACH END WITH PLASTIC BAFFLE. W2 = 1/4" X 1" WEEP SLOT AT 4' FROM EACH END SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. Liu! • 1 , p_immi 1 Imo Einar_ .9 1 - � jig 1 �� ti � A v v IRV WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING s ANCHORS SEE ELEV. FOR SPACING INN nz or O MIAMI -DAB COUNTY APPROVED MULLKAV & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA. TAPCON BY TTW (Fu=120 KSL Fy=92 KSI) 1 /4" DIA. ULTRACON BY . ELCO . (Fu =177 Ica, Fy=15S KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 - 1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 112 SMS OR SELF DRILLING SCREWS (GRAZE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 112 SMS OR SELF DRILLING SCREWS (GRACE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS PS. SOW P91 MIN. • • • C -90 HOLLO1 /TLLED BLOCK AT JIBS Pm MI • • • • • • • Fngr IBM CAJI. 9538 OCT • • •• • • • • • • • • • I 1 pWYJJ sIonp egotted• Satin ' Dno ? • nem � �L•Io f[i - • •• • • • • • • • • • • V z : 6 0 d40 8g 74 o U I 8 10119 no. WOF -52 sheSt4of8 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• ARSHAD VAVR• Mx PE t 863 CAN. • OCT 0 2 t00t • • •• ••• • • • • • • • • • • • • ••• •• • • • A ad as complykag will' Ow Florida •• • • • • ,i z p RI lh 81 g a Qa a1h h 6 5 m �M n S -I• o z a on 1 sheet 5 of 8 ) • •• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • . •• • • • •• •• ••• • • • • •• • • ••• • • • • • • • • • . . • • • •• • • • • • • • ..... • ••• • • • • • • • • • • • • • • •• •• ILLUSTRATIVE DTIS. ONLY EXT. 01? INT. FINISHES NOT BY ARP TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING a TYPICAL ANCHORS; SEE ELEV. FOR SPACING a 12 SM$ (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD • • • • • • OWL CAN. + 1518 •• • • • • OCT 0 2 ZOO: •• • • • • • • • • e•• •• • • • Approved nwYYfie cot 1W0/0 • PO -: ►)117PAP∎ =3 • n 0dm¢ Cef r" Hz 1 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • •• • •• • • • • • • ••• • • V k 8 do•i•g no. VQO$ -52 dTeet 7 of e A U 1 TEEN PART / QUANTITY DESCRIPTION MATERIAL MANP. /SUPPLIER /REMARKS 1 W -10101 I FLANGE FRAME PVC - IA W -10101 2 FLUSH FRAME PVC - 18 YV -10101 1 FIN FRAME PVC - 4 W -10003 2 VENT LOCK STILE PVC - 5 W -10004 2 VENT INTERLOCK STILE PVC - 8 W -10005 4 VENT TOP & BOTTOM RAIL PVC - 7 W -10006 2 FRAME FIXED INTERLOCK PVC - 8 W -10007 12 GLAZING BEAD PVC - 9 W -10102 1 ROLLER TRACK PVC - 10 W -10102 2/VENT VENT A001 -UFT DEWCE (4' LONG. AT TOP) PVC - 11 7E -1104 4/VENT VENT REINFORCEMENT 6063 -16 - 12 YE -1103 1 EACH FRIED INTERLOCK REINFORCEMENT 8083 -T8 - 13 TH -1809 2/VENT ROLLER ASSEMBLY (MOD. 110- 2402 -92) NYLON/BRASS 40 -1861 16 711-1318 AS REOb. 6 3/8' HOLE PLUG (MOD. C- 13836) NYLON ASHLAND 17 YH -602 AS REOb. .1ar x .630' RN SEAL WEATHERSTRIP - ULTRAFAS 20 YH-595 2/VENT SWEEP LOCK (MOD. 677208) - DECO 21 YH -597 2/VENT FACE MOUNTED KEEPER (M00. 877133) - DECO 22 711-1610 2 WEEP HOLE COVER - ASHLAND 24 YF -82 2 /KEEPER 18 x 3/4' F.H. TEK. SO.OR. KEEPER SCREW CAD PLATED CRS. - 25 YF -83 2 /LOCK 18 x 7/8' F.H. TEK. PH.OR. SWEEP LOCK SCREW CAD PLATED CRS. - 28 YF -78SH 4 d8 x 2 -1/2' P.H. SS. SO.OR. FIXED MR. SCREW S. STEEI. - 29 YF -92 14/VENT 8 x 3/8' F.H. PHJTR. VENT RDNF. SCREW CAD PLATED CRS - 30 77 -2154 5/VENT 08 x 1/2' P.H. 55. PH.DR. FOXED MR. RENF. SCREW 5. STEEL - 2.640 1.311 FLANGE FRAME 1511 �^ 2.140 i I, 2.074 FLUSH FRAME 1.511 2.140 J nnn ' 2.074 3.360 FIN FRAME 2.074 © VENT TOP & BOTTOM RAIL 1.378 .065 1.818 .065 1.378 Q FIXED INTERLOCK STILE f VENT REINFORCEMENT ROLLER TRACK VENT ANTI —UPI DEVICE .115 .583 .215 Q GLAZING BEAD 1.471 1.178 .150 1.188 t2 FIX. INTERLOCK REINF. VENT CORNERS 6108480 WELDED COQ FRAME (oRNaS • • • CrAL FIA PE Y 38963 CAN. 3.531 •• •• IIE' • • • •• • • • • MITERED WELDED CORNERS • •• •• • • • • iwgreivEl as seatidybg Walt 11M% _ , • _1 • IL�(�r•I414-• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 • • 1/4-52 (that 8of8) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA} AWP, LLC 8130 N.W: 74 Ave., Miami, FL 33166 MIAMI -DADE COUNTY., ttb! DA METRO -DIbE 04GLER gf?1L!ING 140 WEST FLAGLEWSTItEET, $i'lUFP MIAMI FLORIDA•53130 (305) 375 -2902 ••PAX (305) 3T2 -6339 www.miamiciaae.iev/buisiiin oede SCOPE: • • • • • • •• • • • • • •• •• • • • This NOA is being issued under the applicable rules and regulations governing the use c • 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 1800 Outswing Aluminum French Door w /Sidelites — L.M.L APPROVALDOCDMENTfDrawing No. W01 -64, titled "Series 1800 Aluminum French Door w /Sidelites (L.M.L.) ", sheets 1 through 15 of 15, prepared by Al Farooq Corp., dated 09/17/01 with revision E dated 02/03/09, signed and sealed by Arshad Vigar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Coun Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistan,) IMITATIONS: Glass Type "C' has been rescinded from this NOA 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 supersedes NOA # 06 1229.03 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 Fitz A. Harris, P.E. MANMADE COUNTY APPROVED 412- 34,5P (NOA No. 09- 0316.05 Expiration Date: January 3, 20 Approval Date: May 13, 2009 Page 1 AWP. LLC A. DRAWINGS B. TESTS NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -1 • • • • • •• • • • • • • •• • •• • • • • • • • •• • 1. Manufacturer's die drawings and sections. •••• • • • • • • 2. Drawing No W01 -64, titled "Series 1800 Alum French Door w /Siclaiites ", goats( • through 15 of 15 prepared by Al- Farooq Corporation, dated 9/1710 t *h rev jsippr • dated 2/03/09, signed and sealed by Arshad Viqar, P.E. •• •• • 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 • • • • : • • • • • • 2) Uniform Static Air Pressure Test, Loading per FBC TAS 2 02=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 an aluminum French Door, prepared by Fenestration Testing Laboratory ,Inc., Test Report No. FTL -2682, dated 7/12/01, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA #03- 0805.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94, 2) Cyclic Wind Pressure Test per FBC, TAS 203- 94 Along with marked -up drawings and installation diagram of an aluminum French Door w/3 -point lock, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3389, dated 6 /25/02, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA Test#06- 1229.03) 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum French Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5675, dated 9/17/2008, signed and sealed by Carlos S. Rionda, P.E.. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 2/02/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 Fitz A. Harris, P.E. Product Control Examiner NOA No. 09-0316.05 Expiration Date: January 3, 2012 Approval Date: May 13, 2009 AWP. LLC D. QUALITY ASSURANCE NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED expiring on 05/21/11. E -2 . • • • • •. • . . • .. • .. . • • • .. • • • • 1. Miami Dade Building Code Compliance Office (BCCO). • • • • • • • • • • E. MATERIAL CERTIFICATIONS ••• 1. Notice of Acceptance No. 07- 1116.11 issued to Saf -Glas, L.L.C..fslY; CAF G2.4.S • Polycarbonate Laminate" dated 12/27/07, expiring on 12/16/201p•:•: • 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for 4 SafleR MCC • • • • • • • • • •. • •••• • • • • ... • F. STATEMENTS 1. Statement letter of "No financial interest", dated 5/07/2009, signed and sealed by Arshad Vigor, P.E. 2. Statement letter of conformance with the 2007 Florida Building Code dated 5/07/2009 signed and sealed by Arshad Vigar, P. E. 3. Statement of laboratory compliance, as part of above referenced test reports. G. OTHER 1. Notice of Acceptance # 06- 1229.03 issued to Yale Ogron Manufacturing Co., Inc. for their Series 1800 Outswing Aluminum French Door w /Sidelites — Impact approved on 2/21/2007 and expiring on January 03, 2012. 2. Test proposal dated 01/13/05 approved by BCCO Fitz A. Harris, P.E. Product Control Examiner NOA No. 09- 0316.05 Expiration Date: January 3, 2012 Approval Date: May 13, 2009 • • • • •• 1 / IC , 1 . / _ r_ II / 11 / 11 _L —/ A \ II \ 1� 11 \_L —_ \ i. �1 ;I \ r, 11 / _ == = - 1 II 11/ 1 t J 11 — 1 = �1i— // 11 I I - .o 'TO — _ - / / 1 1 0 / , ; 1 ; ; \ 11 \- - -4 - __ 11 \ 11 II 11, _ — [L— O iI \\ 1 1 o 0 B A 444 \ yV 1 1 11 �� • Ilk, 1 1 1 1 SERIES 1800 ALUM FRENCH DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACRIES. 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). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER L 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 IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL. MEET THE REOUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 8 3/4' MAX. HEAD/SILL CORNERS 37 1/2' MAX. FRAME WIDTH 23 7/e MAX. D.L OPG. 34' MAX LEAF WIDTH T X )' SINGLE LEAF DOOR CDOOR OPTION$ 8 3/4' MAX. HEAD /SILL CORNERS D00RS /SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. DL OPG. 34' MAX. LEAF WIDTH GLASS D.L.Q. DIMS, D.LO. HEIGHT (DOOR d• NDE611E0 =•FRAME HEIGHT r 1A3 • • D.LO. WIDTH (X DOORS & 0 PANELS/ no FR!RNE•WXITH 1%.625' D.LO. WIDTH (XX DO8Ij�) ° (FOME•t'Y" *7• • • Ent ra II3R CNIL CAN. 3538 • DUAL LEAF DOOR • • • • • • • • • • 71 3/4' MAX. FRAME WIDTH 12' • • •• • • • • • • %jpy � 2009 • 3' • • • • •• ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • • 3 3 a 4 13 drowing no. WO -64 (sheet 1 of 15) 1 1 1 , .1 _/ I o • _: F .4/ '. H 31 .1 3He 10 \ _\ 1 1 1 FYI SERIES 1800 ALUM FRENCH DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACRIES. 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). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER L 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 IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL. MEET THE REOUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 8 3/4' MAX. HEAD/SILL CORNERS 37 1/2' MAX. FRAME WIDTH 23 7/e MAX. D.L OPG. 34' MAX LEAF WIDTH T X )' SINGLE LEAF DOOR CDOOR OPTION$ 8 3/4' MAX. HEAD /SILL CORNERS D00RS /SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. DL OPG. 34' MAX. LEAF WIDTH GLASS D.L.Q. DIMS, D.LO. HEIGHT (DOOR d• NDE611E0 =•FRAME HEIGHT r 1A3 • • D.LO. WIDTH (X DOORS & 0 PANELS/ no FR!RNE•WXITH 1%.625' D.LO. WIDTH (XX DO8Ij�) ° (FOME•t'Y" *7• • • Ent ra II3R CNIL CAN. 3538 • DUAL LEAF DOOR • • • • • • • • • • 71 3/4' MAX. FRAME WIDTH 12' • • •• • • • • • • %jpy � 2009 • 3' • • • • •• ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • • 3 3 a 4 13 drowing no. WO -64 (sheet 1 of 15) ■ FRAME HEIGHT I 92 3/4' MAX. ,,,\ ,n. _ rI -; �,, ', \ \ 1 1 1 'Od0 TO II �_ �- 11 I I � R` __ II ' 11 1� it o O / \ \ \ \ 0 .22201=-..\ .22201=-..\ 11 \ /N _ / ° 1 II 2 / -/ n / u / u 11 — _ II 0 === =n = = == It J,/ II II II II H u II u © u i c II / ii / n u / / —1 1 1 --I —II 1 1 1 1 ■ FRAME HEIGHT I 92 3/4' MAX. ,,,\ / / -; �,, ', \ II \ u \ - L u -- V T— N 11 \ ___°= -\ II \ / -=_4ir_= iv u / _ ° / -_ =11 =T u II/ g 'Od0 TO II �_ �- 11 I I � R` __ II ' 11 1� it o O / \ \ i c II / ii / n u t d I I ' I 3/4' MAL HEAD/ CORNERS 23 7/8 DL OPG. 34' LEAF WIDTH 3 23 7 /B' MAX. DL OPG. 34• MAX. LEAF WIDTH FRAME WIDTH 12 3 TYPICAL ELEVATION ( OXXO ) W1TH PANEL SIDELITES 3• 12' r 12' 3 SURFACE APPLIED FALSE MUNTINS MAY BE USED SIDELITE OPTIONS 3 FRAME WIDTH 12 3 3 12' T8 D.L OPG. 23 7/8' MAX. DL OPG. 34 MAX. LEAF WIDTH 'TYPICA ELEVATION ( OXXO ) WITH DIRECT SET SIDELTTES 3' MAX. HEAD /SILL CORNERS •• ••• • • • • • •• • • 00 • • • • • trap: •IRSHA/MN • • • • • •• CA � N. 3538 RBVmED with the Florida • v* • • • • • • • y ▪ _ y i • • • • •• • • • i�� ' WY P7 2009 • 1 • Polito •• •• • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 100 • • • 800 • • V Z tC 1 q Y 2 1 0 R 1 g ffi 1 1 droning no. WO -64 sheet 2 offs 090 PVB INTERLAYER SAFLEX 810 BY 'SOLUTIA' .092' ALUM PANEL 1/8' ANN. CUSS 5 /B' THK. PLYN00D SILICONE .092" ALUM PANEL GE 2800 WINDOW DOOR GLAZING DETAILS # X 1 SMS AT 8' FROM ENDS AND 18" O.C. MAX 39 1/2" MAX. FRAME WIDTH 38 5/8' MAX. 8 3/4" MAX HEAD/SILL CORNERS LEAF WIDTH 13 3/4' MAX 1 HEAD /SIL E1 1 I 0 /// / / / / / WINDOW INSERT OPTION 5 A TYPICAI ELEVATION (x) SINGLE LEAF DOOR WITH SERIES 2500 SINGLE HUNG WDW. INSERT 0 • • • ti • • • • •• •• •• J O t 2009 ' 28 1/2" WINDOW WIDTH 25 3/8" Dl OPG. (FWD) 8 1/4" MAX. i/ 24' D.L OPG. 28 1/4' VENT WIDTH •• ••• • • • • • •• • • • • • 041 WpyHAC.VION8 • • • • • • • RA. C [ 38883 C.A.N. a538 IPREIDOCTREvisED • • i t j: • • • • • Aiterancerta 8 MAX HEAD /S81 CORNERS drawing no. WO1 -64 (sheet 3 0(15 0 2i 1 z 1 1 k ti ••• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •• • • • STATIONARY PANEL (0) OR D00RS WITH SIDELITES DESIGN LOAD CAPACITY - PSF i PANEL DIRECT SET GLASS TYPES FRAME HEIGHT DOOR WIDTH SIDEUTE WIDTH SIDEUTE WIDTH A. 'D' 08 D INCHES INCHES INCHES INCHES EXT. ( +) INT. ( -) 60 69.0 R R Y ♦ R 18 65.0 65.0 85.0 31 1/2 (X) 18 85.0 65.0 65.0 650 95 3/4 600a) 18 85.0 65.0 18 65.0 85.0 79 3/4 18 69.0 65.0 30 18 65.0 85.0 37 1/2 (X) 36 18 65.0 85.0 72 (XX) 42 18 55.0 65.0 48 18 65.0 65.0 30 18 65.0 85.0 31 1/2 (X) 36 18 65.0 65.0 60 (X%) 42 18 65.0 650 83 3/4 48 18 65.0 65.0 30 18 65.0 65.0 37 1/2 (X) 72 (XX) 36 18 65.0 - 65.0 65.0 85.0 42 18 30 18 65.0 65.0 31 1/2 (X) 36 f8 85.0 65.0 95 3/4 (XX) 42 18 65.0 65.0 37 1/2 (X) 30 18 85.0 65.0 72 (XX) 36 18 65.0 850 DOUBLE LEAF (XX) DOORS WITHOUT SIDE.ITES DESIGN LOAD CAPACITY - PSF i GLASS TYPES FRAME MOTH FRAME HEIGHT 'A'. 'B' 09 11 INCHES INCHES EXT.( +) OAT.( -) C. 3/4 69.0 / 65.0 / 60 69.0 Aa.0 65.0 72 83 3/4 85.0 65.0 80 85.0 65.0 72 95 3/4 65.0 65.0 SINGLE LEAF (X) DRS WITHOUT SIDEITES DESIGN LOAD CAPACITY - PSF i GLASS TYPES FRAME WITH FRAME HEIGHT A. 'D' OR 'D' INCHES INCHES ExT.( +) INT.( - ) 31 V2 85.0 / 37 1/2 / 65.0 69.0 / / i 83 3/4 65.0 0 37 1/2 65.0 85.0 31 1/2 65.0 65.0 37 1/2 95 3/4 85.0 65.0 SINGLE LEAF (X) DOORS WITH S.R. INSERT DESIGN LOAD CAPACITY - PSF FRAME WORH INCHES 31 1/2 39 1/2 FRAME HEIGHT ITCHES 83 3/4 8 /8' PLYW00D .002' ALUM PANEL EXT.( +) 65.0 65.0 TNT.( -) 65.0 65.0 DOOR 6110TH DOOR WIDTH ( A DIRECT SET SIDEUTE WIDTH PANEL SIDEUTE WIDTH PANEL SIDEUTE WIDTH DOOR WIDTH (X) OR (XX) DOOR WIDTH (X) 9 DOOR WIDTH (XX) SIDEUTE W. 9 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 - 02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 DOOR W. SIDEUTE W. D00R W. SIDEUTE W • • • • • • DOOR W. 14 SIDEUT W. ( 0) SIDEUTE W. DOOR W. _ SIDEUTE W ( OXXO ) •• 00• • • • • • Of • • E.y 55SW t •• • • • •• FtA E 1 36883 CAN. 7938 PRODUCTREVIS3D •• =,r • • • • • • • • •1 • 5!!!ErgiEe p6AY A 7 fon9 '.' 2617 • Diddaa ••• • • • • • • • • • • • • • • • • • • • S • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 8 x 3 0 1 w _ ` 0 I NI e° a a drawing no. WO1 -64 (sheet 4 of15) i J / •:.\: / / / / i \ \ \ SINGLE LEAF (X) DOORS WITH S.R. INSERT DESIGN LOAD CAPACITY - PSF FRAME WORH INCHES 31 1/2 39 1/2 FRAME HEIGHT ITCHES 83 3/4 8 /8' PLYW00D .002' ALUM PANEL EXT.( +) 65.0 65.0 TNT.( -) 65.0 65.0 DOOR 6110TH DOOR WIDTH ( A DIRECT SET SIDEUTE WIDTH PANEL SIDEUTE WIDTH PANEL SIDEUTE WIDTH DOOR WIDTH (X) OR (XX) DOOR WIDTH (X) 9 DOOR WIDTH (XX) SIDEUTE W. 9 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 - 02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 DOOR W. SIDEUTE W. D00R W. SIDEUTE W • • • • • • DOOR W. 14 SIDEUT W. ( 0) SIDEUTE W. DOOR W. _ SIDEUTE W ( OXXO ) •• 00• • • • • • Of • • E.y 55SW t •• • • • •• FtA E 1 36883 CAN. 7938 PRODUCTREVIS3D •• =,r • • • • • • • • •1 • 5!!!ErgiEe p6AY A 7 fon9 '.' 2617 • Diddaa ••• • • • • • • • • • • • • • • • • • • • S • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 8 x 3 0 1 w _ ` 0 I NI e° a a drawing no. WO1 -64 (sheet 4 of15) i J SINGLE LEAF (X) DOORS WITH S.R. INSERT DESIGN LOAD CAPACITY - PSF FRAME WORH INCHES 31 1/2 39 1/2 FRAME HEIGHT ITCHES 83 3/4 8 /8' PLYW00D .002' ALUM PANEL EXT.( +) 65.0 65.0 TNT.( -) 65.0 65.0 DOOR 6110TH DOOR WIDTH ( A DIRECT SET SIDEUTE WIDTH PANEL SIDEUTE WIDTH PANEL SIDEUTE WIDTH DOOR WIDTH (X) OR (XX) DOOR WIDTH (X) 9 DOOR WIDTH (XX) SIDEUTE W. 9 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 - 02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 DOOR W. SIDEUTE W. D00R W. SIDEUTE W • • • • • • DOOR W. 14 SIDEUT W. ( 0) SIDEUTE W. DOOR W. _ SIDEUTE W ( OXXO ) •• 00• • • • • • Of • • E.y 55SW t •• • • • •• FtA E 1 36883 CAN. 7938 PRODUCTREVIS3D •• =,r • • • • • • • • •1 • 5!!!ErgiEe p6AY A 7 fon9 '.' 2617 • Diddaa ••• • • • • • • • • • • • • • • • • • • • S • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 8 x 3 0 1 w _ ` 0 I NI e° a a drawing no. WO1 -64 (sheet 4 of15) 1/8' HEAT STREW!) GLASS .090 PUB NIERLAYER SAFLEX UK: BY 'SOLUM' 1/8 HEAT STREW') GLASS LASS TYPE 'A' #10 X 3/4' PH 5M5 AT 5' FROM ENDS AND 12 -1/2" 0.C. TYPICAL I/O' HEAT STREN'D GLASS .015" URETHANE ADHESIVE .070' INTERLAYER 'SAF —GLAS' POLYCARBONATE BY 'SECURITY IMPACT GLASS' .015' URETHANE ADHESIVE 1/8" HEAT STREN'D GLASS GLASS TYPE 'B' GLAZING OPTIONS GLAZING DETAIL AT DIRECT SET SIDELITE GLASS TYPE 'D' 1/2' HEX STEEL TIP LOCKS; STANDARD STEEL DEAD BOLT LOCK BY KWIKSET/WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 41 -3/4' FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB BY HARLOCK/WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 34 -7/8" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE. (RUSH BOLTS 80 TOP & BOTTOM OF ACTIVE AND NAME LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) THRESHOLD BOLT 1 1 HINGES: EXTRUDED ALUMINUM BUTT HINGE 1/8' THICK AND 7 -1/2 LONG WITH 5/16' STAINLESS STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 10 -5/8' FROM TOP & BOTTOM AND ONE AT MIOSPAN OPTION /2 3 POINT LOCK SYSTEM BY 'G -U HARDWARE INC.' WITH METALLIC SURFACE MOUNT HANDLE AT ACTIVE LEAF LOCK STILE, 35 -1/2" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF IN ACTIVE LEAF LOCK STILE. • •• •• •• ••• • • • • • •• • • GIL Z PIET ori:N$ • •• • • • • ••• • • Tosorifflol •• • • • •• CIVIL RA. PE . /m esa P • • • • i • • • , N -i � • SAY 0 ° 1'1009 • • • • � • Division P 'o Coulf1:1 ••• • • • • ••• • • • • • • • • • 0 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• • • z g P 0 CC ▪ a 034 g o oeqE a � 07 CI 4 aD k S drawing no. W01 - 64 0 8 (sheet 5 of 15 3/4' MIN. THROW BOLT PENETRATION TYPICAL. ANCHORS SEE ELEVATIONS • FOR SPACING . 4 • ° • ° • �• 27 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING OPERATING UNIT$ TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING IBY WOOD BUCK TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE OOD BUCK STRUCTURE 6 • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY AWP MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; sEE ELEV. FOR sPACINc 114' DOA. TAPCON BY 9TW' on 1/4' DIA. ULTRACON BY 'FI CO' (Fu =177 KSI. Fy=155 Ksq ~ !/ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a 1 -1 /2' MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4` MIN. EMBED INTO CONC. OR MASONRY TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1 ` MIN. INTO METAL STRUCTURE = 3/4 MIN. 114 SMS OR SELF DRILLING SCRFW5 (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 112 SMS OR SELF DRILLING SCREWS INTO MIAMI -DADE COUNTY APPROVED MUWONS (MIN. THK. = .0901 (NO SHIM SPACE) CONCRETE rem 3000 PSI MIN. MASONRY rm . 1500 PS1 MIN. SEALANTS; FRAME AND LEAF CORNERS. INSTAUATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SIUCONE. •• • • • • • • •• • • '• • • • • • _ • L Aia1•U'VTOAR e " • • • • • FLA N 34883 CA • .• •• • • • •• • • mAY: 2009.' • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8 gE Ri o o 0 oziio oiaa a 1 0 e Z o m� •s cc 0 9 1 droving n0. WO 1-64 (sheet 6 of 15) I /4 MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FoR SPACING I /4' MAX. SHIM OPERATING UNITS ACTIVE LEAF FRAME WIDTH 3 POINT LOCK SYSTEM MAGTNE LEAF 3 POINT LOCK ON ACTNE LEAF OPTION } IBY ,WOOD BUCK TYPICAL ANCHORS SEE ELEV. v FOR SPACING •• • •• • • • • • • • • • ••• .Etr•„ Aas8 iQAR • • • • • •• • • • • • • • • •• • • • kvIAY 0 7 zoo • • 1/ MAX. r � • • • •• • ••• • • • • • • • • • • • aismis • • t as with thv Florida Division ••• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • • a 1 1 1 drawing no. W01 -64 (sheet 7 of 15) SILICONE ' ' v TYPICAL ANCHORS • +� SEE ELEVATONS FOR SPACING PANEL SIDELITE UNITS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SILICONE 110 X 3/4" PH 5M5 AT 4-3/4" FROM ENOS AND 14' 0.C. MAX. Z 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING 4. 1/4' MAX. SHIM PANEL SIDELITE INSTALLATION DETAILS 110 x 3/4' PH SYS AT 4-3/4" FROM ENDS AND 14' 0.C. MAX. TYPICAL SILICONE /10 x 3/4" PH SM5 AT 4 -3/4' FROM ENDS AND 14" 0.5. MAX. FRAME •IDTH • • • • SCREWS NOT RECD. FOR SICAUTE/000R JAMB CONNECTION DOOR WIDTH • • • • • • • •• • • • • • • • . 04n �•• MA. PE 1 38883 CAP. 33557788 • • •• • • • @SAY :0 ZOOS • • • EXTERIOR Medea • • • • • • eit Ducrai s•D • e „ B a = 43� 0b• Otide • • • • •- • kw 0 1 gg el 0 0105 0��QQQ2QQQW{{{{{{ s s 1_ OHO 1 8 3 AS li g R 1• 5. a m m dM ei AC co 2 o� 'm o 8 • drawing no. WO1 -64 (sheet 8 0,15 • • • • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • •• •• • • • • ••• • • DIR 0 x W GLAZING CHANNEL OPTIONAL Jl_ SD U I a • I v v • v • TYPICAL ANCHORS FOR SPACING ELEVATIONS TYPICAL ANCHORS SEE ELEV. FOR SPACING 4, DIRECT SET SIDELITE INSTALLATION DETAILS FRAME MOTH SCREWS NOT REOD. FOR SiDEUTE /DOOR JAMB CONNECTION •• . •• •.• • • • • • • • • • • s ews ARSIOIVWOM CNA. FEA, PE / M os Cali. N838 • • • • • • • • • • •• • • • • • ss • • l • • %gal 7 200,. RB{o • ne}• tho Florida • EligIgdonDstl • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • •• • • ••• • • • • •• • • • drawing no. WO -64 (sheet g or 15) ITEM ® PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLLER/REMARKS 1 YE -832 1 DOOR FRAME HEAD /JAMB 6083 -TB - 2 YE -810 1 STD. THRESHOLD 6083 -T8 - 2A YE -1820 1 HI -RISE THRESHOLD 6063 -16 - 28 YE -840 1 OPTIONAL THRESHOLD 6063 -76 - 5 YH -809 AS READ. SIDEUTE FRAME 6063 -16 - 6 YE -801 2/ LEAF DOOR LEAF TOP AND BOTTOM RAIL 6063 -16 - 7 YE -803 1 DOOR LEAF JAMB - HINGE SIDE 8063 -75 - 8 YE -802 1 DOOR LEAF - LOCK SIDE 8063 -T5 - 6A 7E -837 1 DOOR LEAF - LOCK SIDE (3 PONT LOCK) 8063 -15 - 9 7E -808 2/ LEAF SNAP CAP FOR DOOR LEAF & 5IL1. 8063 -15 - 10 YE -816 AS RECD. COVER PLATE 8083 -13 - 12 YE -824 - 4/ LEAF GLAZING CHANNEL - - 13 YE -835 AS REGD. EXTERIOR GLAZING LEG 6083 -15 - 14 YE -833 AS REOD. INTERIOR GLAZING LEG 6063 -75 - 16 YH -4004 AS RE00. WOOL FIN WEATHERSTRIPPING (.187 X .260) - ULTRAFAB 17 714-622 AS REOD. BULB WEATHERSTRIPPING (.198 X .280) - TEAM PLASTIC 19 114-615 1 LOCK SET BY wJxOC OR WESTLOCK - - 20 714-610 AS REOD. FLUSH BOLT ASSY. SERIES 8202 ZINC OIECAST 21 YH -650 3/ LEAF BUTT HINGES. AT 10 -5/8' FROM ENDS & MIDSPAN ALUMINUM WITH 55 PIN 22 YE -805 4/ LEAF PRESSURE PLATE -TIE ROD 6083 -T5 2- 1/2' LONG 23 TH -630 2/ LEAF 3/8' DIA. THREADED ROO STEEL - 24 7H -618 2/ LEAF 3/8' -16 HEX FLANGE NUT STEEL - 25 714-641 AS REOD. INSTALLATION SCREW HOLE CAP PLASTIC - 28 1E -842 2/ LEAF FLUSH BOLT GUDE. 1 -1/2' LONG) 8083 -16 - 27 714-658 2/ LEAF FLUSH BOLT ADJUSTMENT PLATE 5T. STEEL - 28 714-681 1 .PROTECTIVE BOX NYLON - 29 YH -616 1 PASSAGE LEVER SET ASSEMBLY (MODEL 101- PL) - YALE 30 YH -617 1 DEADBOLT ASSEMBLY (YODEL 820 -5CL CYL) - - 31 YH -816 AS REOD. INSTALLATION SCREW COVER STRIP 6063 -16 - 32 YH -808 AS RECD. SIDEUTE FRAME MULLION 8083 -15 - 3.758 11.704-1 .070 4.250 O TOP /BOTTOM RAIL 4.138 .070 14-- 4.282 ® HINGE STILE 1.834 4.151 H 2.124 l I 070J 4.871 ® LOCK STILE 4.882 - -� ® LOCK STILE (FOR 3 POINT LOCK OPTION) .250 22 PRESSURE PLATE 513 .973 1.217 .050 .653 EXT. GLAZING LEG 1.514 STAINLESS 4S TEEL FH MS (THREAD CUTTING) .513 -1 YH -650 HINGE ASSEMBLY ® SNAP CAP 1.087 INT. GLAZING LEG r - - 4.000 1.300 .535 1.490 ® SIDELITE FRAME 1.990 .110 2.125 ® STD. THRESHOLD .973 ® HI- RISETHRESHOLD 0 OPTIONAL THRESHOLD • • • • • • •• • • • • • • • • • • • • • *an C 3538 • • • • • • • y • • • •O 7 Zdpg • • • • • • • • • • • • • •• newer Ammo oscumFlifie with B Coo, FTotka • • OJY6 lIspitstionDat • Sand • • Division • • -g of 0 ry c 1 I h m0■W 6 3 8 drawing no. WO1 -64 (sheet 100F15) • • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• (3) #10 X 1' SMS FRAME UPPER CORNER FRAME LOWER CORNER DOOR LEAF CORNER 3/8' DIA. STEEL - THREADED ROD FU L LENGTH •• • • • • • • • PRESSURE PLATE 2 -1/2' LONG 3/8' NUT AT EACH END OF ROD • • • • • • • • • • • • a • • • • • 1 i• • • • •• PM FM PE # 38083 C.AN. 353s crR8Vrs8D lit Cada • . •. • • . • Eiggiodonbate AocapeltelNow •� oWC 20g • • .d6 Milian* 0 k o ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •♦ •• • • • • • •• ••• • • • • • • v •m Q 5 drawing no. WO -64 (sheet 11 of 15) • STAINLESS STEEL FLUSHBOLT ADJUSTING PLATE WITH (2) '8 ` ' 1/2* S S. COYER PLATE WITH DOODLE W�EATHHEERSTRIP r LANG ALUM. FLUSHBOLT WIDE. ATTACHED TO FRAME STILES AT R m (SHOWN) BOTTOIL (2) AT10-24 POINT B UNDERCUT. Flt MS TOP FLUSHBOLT ASSEMBLY (2) / UNDERCUT. P FPI FM5 1 -1/2• LONG ALUM. FLUSHIIDLT GUIDE. ATTACHED TO FRAME STO.E5 AT TOP AND sorrow (SHOWN) COVER PLATE WITH DOUBLE ROW FIN SEAL WEATHERSTRIP STAINLESS STEEL FLUSHBOLT ADJUSTING PLATE WITH (2) 0-24 uuDERcur sus. BOTTOM FLUSHBOLT ASSEMBLY 4 o, 441 7 1 /' FLUSH BOLT GUIDE AND ADJUSTMENT PLATE ASSEMBLY •• ••• • • • • • • • • • • • • • •m><: •o^h • F C [__ tJ • 1 311 . ..„ ....... •• • • • • • • • • • • • •9 T 2t09 • • • •• • • • • • • • • •• • • • • • 2 • • z g 8 u z a f3 to 4C 01 ♦ m g J 3 a` Z} 0. 0a m2g drawing no. WO1 -64 awe PotowControl sheet 12 of 15) ••• • • • • • • • • • • • • • •• •• ••• • • • • 0 • ••• • • • • • • •• • • • • • • • • • • • • • •• •• 3/4' MIN. THROW BOLT PENETRATION 0 M W, TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • OPERATING UNITS W/ S.H. WOW, 2 /10 SNS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE WEEPHOLES; WI = 1 LONG WEEP NOTCH AT EACH END 2 •. •.. • • • •_• •• • • • • • • • • • • • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALA S 3 53830 • • • •• • • w R w 2001, • • • • •• PitarsoormisED tate sitthewiettivFlosida • •- •OS elpitatione ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 4100 • • • ••• • • R 2 (sheet 13 of 15) lBY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING .< 1/4 MAX. G1 SM01 FRAME M2TH H 1 1/4" MAX. SHIM SPACE • • •' • • • • • max STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • • j. (AR9Mj iii+ • PIA PC 1_38863 CAN. 33393386 i • ••i• • • • •• • • • • • MAY 0 i Z001. • • •• • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • earep • e,ai .a_ .2,04.±L>5 s ^•' �:.. Fab -a n,' • elokko • z c C 9 C 1 drowing no. WO -64 (shoat 14 0115 ITEM 9 PART 9 RECD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS IA TE -189 1 FRAYS HFAO 6063-T5 - s „ YE -167 1 FRAME SAL 6083 -T5 - YE -102 2 FRAME JAYS 6063-25 - YE -152 1 FIXED RAS. 6063 -T5 - 58 YE -131 1 VENT TOP RAIL 8083-23 - I BA YE -168 1 VENT 80720) RAIL 6063 -T5 - qa■!§ YE -92 .1111 ■� ■■ VENT IAMB §|•�■ « - Y8-4 GLAZING BEAD ROLL FORMED - BLOCK • TACIQ[ BALANCE - TN -511 BULB VINYL SINGLE TH -510 BULB VINTL SINGE • ! ! ■ §@� YH -509F ■ »� � PILE- SCHLEGEL .187 X .250 j 1 •(§§§§§ « FIN SEAL. (DOUBLE) Y11-504 VENT LATCHES AT 1t FROM ENDS TH-515 CAM LOCKS AT 11' FROM ENDS 910 X 3/4' FRAME ASSEMBLY SCREWS PLATED. PH 5MS 98 X 1" FIXED RAIL SCREWS VENT ASSEMBLY SCREWS REINFORCING BAR (.825 X .312) CAD PLATED. PH SINS 98 X 1 - 1/4' CAD PLATED. PH SYS 6H -590 - FRAME HEAD ® FIXED RAIL 7.999 r �g � ass 1.187 1.823 - ^1.812 53 VENT TOP RAIL 0 VENT BOTTOM RAIL % FRAME SILL 1.,25 r - ,.070 .055 .812 JI 9 .6871 7�A VENT SIDE RAIL FRAME JAMB S.H. VENT CORNER DETAIL 3/4' WEEP NOTCH AT EACH ENO OF SCREEN RETAINING LEG • 4 • • • • • • • • S.H. FRAME CORNER DETAIL • • • •• TIRO Sw •law • C.A.N. 153361803 •• •• • • • • • • • • • • • • • • • MAY t 2 2069 • • • • •• 8 drawing no. WO1 -64 (sheet 15 of 15) • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) (AWP, LL B 8130 NW 74 Avenue Medley, FL 33166 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (3052 an -6339 www.miamidide.67/buildradb - - •• • • • • • .• • • SCOPE: • • This NOA is being issued under the applicable rules and regulations governing the use'd6dddstructibn. • • • materials. The documentation submitted has been reviewed by Miami Dade County Produ Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dac1a CounD, 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 - 1 County • rpjluct 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 requireinents 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: Aluminum Tube Mullions — L.M.I. APPROVAL DOCUMENT: Drawing No.M95 - 06A, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 11/20/95, with revision D dated 05/05/09, signed and sealed by Arshad Viqar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date b the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ABELING: 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 # 06- 0905.11 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. . • • NOA No. 09 -0617.04 Expiration Date: December Approval Date: August 26, 2009 Page 1 1 AWP, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS . . • •••• 1. Manufacturer's die drawings and sections. • • .. 2. Drawing No.M95 -06A, titled "Aluminum Tube Mullions ", sheets •4lxozigh 7 1of'Z,. • prepared by Al Farooq Corporation, dated 11/20/95, with revisionl3'tilted 05/05/09, signed and sealed by Arshad Vigor, P.E. • • • • " •' ..•. ..•. B. TESTS • • • • • • ..•. .... 1. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201- 94.... . 2) Cyclic Wind Pressure Loading per SFBC, PA 103:94 • • along with marked -up drawings and installation diagram of 3 mulled Td fratne windows, 0-0/0 configuration, prepared by Fenestration Testing Laboratoryprim. ;. Test Report No. FTL -3284, dated February 1, 2002, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under original approval #02- 0227.01) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1297, dated September 21, 1995 signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under original approval #95- 0515.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 4/21/09, signed and sealed by Arshad Viqar, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Statement letter of conformance, dated April 29, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated April 21, 2009, signed and sealed by Humayoun Farooq, P.E. 3. Asset purchase agreement dated November 03, 2006, signed by Mr. Manuel Valladares and Mr. Leon Silverstein. G. OTHERS 1. Notice of Acceptance No. 06- 0905.11, issued to Yale Ogron Windows and Doors, Inc. for their "Abiminum Tube Mullion — Impact ", as .roved on 11/09/ _ king on 12/28/11. / / /_. Mann e e P.E. Product Contr 11 I er NOA No. 09- 0617.04 Expiration Date: December 24, 2011 Approval Date: August 26, 2009 E -1 I ---2.060 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCRY HURRICANE ZONE DMZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: 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 000815. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TBE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TIRT PART OF THIS APPROVAL A LOAD DURATION INCREASE 5 USED IN DESIGN Of ANCHORS INTO 8005 ONLY. MATERIALS INCLUDING BUT NOT IMBED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 5HAL1. MEET 1NE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 21E —1 511E-1 STFP 3 STEP 4 STEP g ALL TUBE MUWONS TO BE ALLOY 6063 -T6. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS 51205 AND SPACING MULLION SYSTEM 15 RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. INSTRUCTIONS USE CHARTS AND GRAPHS AS FOLLOWS. OEIERMTff DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. U5E APPROVED GAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION 70 MUWON AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. USING ANCHOR TYPES ON SHEET 4 THRU 6 AND ANCHOR CHARTS ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED DI STEP 1 ABOVE. MULLION CLIP (YE -65) (6063 -76) (ALT. TO ANGLES) CUP LENGTHS MUST 8E CUT TO FIT SNUG INTO TUBE MULLIONS. .125— MULLION CLIP (6063 -15) CLIP LENGTHS MUST BE CUT TO FR SNUG INTO TUBE MULLIONS. (NO SIDE FASTENERS REOD.) • • • • • • • • • • • MULLION CUP (6063 -75) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FO SNUG INTO TUBE MULLIONS. .125 r - 1.718___1 1.613 MULLION CLIP (6063 -15) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MUWONS. (NO SINE FASTENERS RE00.) F - _ 41100 .125 I I F--- 2A00 ----I ANGLE CLIP (6063 -15) • ••• • • • • • • • • • • • • • - • • • • • • E A161149 WODR • 1 •• •CIVA • • • FLA. PE / 38883 CAN. 3538 ••• •• • • • • • •• • 0 071109 • • 1 C•dY 1i201Bb•eeN. Or - �.. • t ., ,,...... Data i5 . 's: .. // • • • • • • • • • Hn z O w m 4— z z_ 0 n 0 � 0 1 3 < . g 1M95 - 06 A drawing no. (sheet 1 of 7 •• • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1X2 IX3 STD. IX4 STD. 2X4 STD. 2X8 sip. WIDTH (W) MULL SPAN sTD. 19-1/a" - 51.5 110.4 140.0 140.0 26 -1/2' - 37.2 79.7 116.4 140.0 30' - 32.8 70.4 102.8 140.0 37' - 26.6 57.1 83.4 140.0 42' - 23.4 50.3 73.5 140.0 48' 84' - 20.5 44.0 64.3 140.0 53 -1/8' - - 39.7 58.1 1272 60' - - 33.2 51.4 112.6 66' - - 32.0 46.7 102.4 72' - - 29.3 42.8 93.8 74' - - 28.5 41.7 91.3 19 -1/8' - 34.5 74.0 108.1 140.0 28 -1/2' - 24.9 53.4 78.0 140.0 30' - 22.0 47.2 68.9 140.0 37' - - 38.2 55.9 139.8 42' - - 33.7 49.2 1232 48' 96' - - 29.5 43.1 107.8 53 -1/8 - - 26.6 38.9 97.4 60' - - 23.6 34.4 882 68' - - 21.4 31.3 78.4 72' - - - 28.7 71.8 74' - - - 27.9 69.9 19 -1/8' - 24.2 51.9 75.9 140.0 26 -1/2' - - 37.5 54.8 140.0 3D' - - 33.1 48.4 134.5 37' - - 28.9 39.2 109.1 42' - - 23.7 34.6 96.1 48' 108 - - 20.7 30.2 84.1 53-1/8' - - - 27.3 76.0 80' - - - 24.2 67.3 86' - - - 22.0 61.2 72' - - - 20.2 58.1 74' - - - - 545 19-1/8" - - 37.9 55.3 140.0 26 -1/2' - - 27.3 39.9 111.0 30' - - 24.1 35.3 98.1 37' - - - 28.8 79.5 42' - - - 252 70.1 48' 120 - - - 22.0 61.3 53 -1/8' - - - - 55.4 60 - - - - 49.0 68' - - - - 44.6 72' - - - - 40.9 74' - - - - 39.8 »f CdnuN0 PRODUcr I GLAZING PRODUCT GLAZING PRODUCT V WIDTH WINDOW DIMS. 19 -1/8' 28-1/2' 30' 37' 42' 48' 53 -1/8' 80' 66' 72' 74' 19 -1/8' 26 -1/2' 42 48' 53 -1/8' 60' 66' 72' 74' 19 -1/8' 28 -1/2' 30' 37' 42' • 57 -1/8 66' 72' 74' 19 -1/8' 28 -1/2' 30' 37' 42' 48' 53 -1/8' 60' 66' 72' 74' 802 54.7 50.1 48.8 82.2 59.3 52.4 37.4 32.8 29.8 28.2 23.8 21.8 21.2 42.7 30.8 27.2 22.0 140.0 140.0 140.0 139.8 123.8 1125 103.2 100.4 140.0 140.0 140.0 101.8 88.9 80.3 71.1 64.7 59.3 57.7 122.1 88.1 77.8 63.1 55.6 48.6 1 X 4 STD. 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 .0 muntazionAirm 140.0 140.0 129.3 114.5 104.1 95.4 92.8 140.0 140.0 140.0 119.6 105.6 92.4 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 139.3 135.6 140.0 140.0 140.0 140.0 140.0 135.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) (W) 1 2 2 I X 3 NULL SPAN STD. STD. 38 -3/8' 50-5/8 74 -1/4' 240.0 140.0 136.2 140.0 120.3 97.8 85.8 75.2 140.0 2 X 4 2 X 8 STD. STD. 140.0 140.0 140.0 140.0 140.0 140.0 38.9 73.9 108.0 140.0 35.4 67.2 98.2 140.0 32.4 91.6 90.0 140.0 - 315 60.0 875 140.0 28.1 74.6 140.0 140.0 140.0 - 539 115.4 140.0 140.0 47.5 101.9 140.0 140.0 38.5 82.6 120.7 140.0 33.9 72.8 108.4 140.0 29.7 63.7 93.1 140.0 26.8 57.6 84.1 140.0 23.8 51.0 74.4 140.0 21.6 48.3 67.7 131.0 42.5 62.0 120.1 41.3 60.4 118.9 NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WO)1H (W) 19 -1/8' 26 -1/2' 30' 37' 42' 48' 53 -1/8' 60' 58' 72' 74' 19 -1/8' 26 -1/2' 30' 37' 42' or 53 -1/8' 60' 66' 72' 74' MULL SPAN 132' 144' 1 X 2 STD. 1 X 3 STD. l X 4 STD. 28.5 20.5 21.9 2 X 4 P60. 41.6 30.0 26.5 21.5 32.0 23.1 20.4 2 X 6 sro. 115.6 83.4 73.7 59.8 52.6 46.1 41.6 36.8 335 30.7 29.9 89.0 64.3 56.9 46.0 405 355 32.1 28.4 259 23.7 23.0 ARCHES TO BE INSCRIBED MADE RECTANGULAR SHAPE W1 W2 TYPICAL MULLION ARRANGEMENTS WIDTH (W) a 817 2. • • • • • • • • • • • MILLION SPAN • • HORIZONTAL MULLION ••• • • • • • •• •• • • • • • ••• • En • A4NSH/• VI8R • • •PRyl1T1•r N1 l3 • • •CHI. • • • ea 48190' .'10,471• E'J TA4 Flagids CJIN. 1303368663 0 3 3=Ca A ' l e O¢ A Bola 2010 ••• •• • • • • • • • • • • 'JU f0 4 . 2 00 9 • ••• • • • • ••• • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • •• •• • • • •• •• •.• • • • ••• • • SG z aE crEwg V � $ a4 ojl 06120 yQ 3 ,r drawing no. M95 -06A sheet 2 of 7 ALUMINUM TUBE MULUONS 0 ._ VERTICAL MULLION No mm V GLAZING 01A21N0 PRODUCT PRODUCT WIDTH WINDOW DIMS. 19 -1/8' 28-1/2' 30' 37' 42' 48' 53 -1/8' 80' 66' 72' 74' 19 -1/8' 26 -1/2' 42 48' 53 -1/8' 60' 66' 72' 74' 19 -1/8' 28 -1/2' 30' 37' 42' • 57 -1/8 66' 72' 74' 19 -1/8' 28 -1/2' 30' 37' 42' 48' 53 -1/8' 60' 66' 72' 74' 802 54.7 50.1 48.8 82.2 59.3 52.4 37.4 32.8 29.8 28.2 23.8 21.8 21.2 42.7 30.8 27.2 22.0 140.0 140.0 140.0 139.8 123.8 1125 103.2 100.4 140.0 140.0 140.0 101.8 88.9 80.3 71.1 64.7 59.3 57.7 122.1 88.1 77.8 63.1 55.6 48.6 1 X 4 STD. 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 .0 muntazionAirm 140.0 140.0 129.3 114.5 104.1 95.4 92.8 140.0 140.0 140.0 119.6 105.6 92.4 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 139.3 135.6 140.0 140.0 140.0 140.0 140.0 135.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) (W) 1 2 2 I X 3 NULL SPAN STD. STD. 38 -3/8' 50-5/8 74 -1/4' 240.0 140.0 136.2 140.0 120.3 97.8 85.8 75.2 140.0 2 X 4 2 X 8 STD. STD. 140.0 140.0 140.0 140.0 140.0 140.0 38.9 73.9 108.0 140.0 35.4 67.2 98.2 140.0 32.4 91.6 90.0 140.0 - 315 60.0 875 140.0 28.1 74.6 140.0 140.0 140.0 - 539 115.4 140.0 140.0 47.5 101.9 140.0 140.0 38.5 82.6 120.7 140.0 33.9 72.8 108.4 140.0 29.7 63.7 93.1 140.0 26.8 57.6 84.1 140.0 23.8 51.0 74.4 140.0 21.6 48.3 67.7 131.0 42.5 62.0 120.1 41.3 60.4 118.9 NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WO)1H (W) 19 -1/8' 26 -1/2' 30' 37' 42' 48' 53 -1/8' 60' 58' 72' 74' 19 -1/8' 26 -1/2' 30' 37' 42' or 53 -1/8' 60' 66' 72' 74' MULL SPAN 132' 144' 1 X 2 STD. 1 X 3 STD. l X 4 STD. 28.5 20.5 21.9 2 X 4 P60. 41.6 30.0 26.5 21.5 32.0 23.1 20.4 2 X 6 sro. 115.6 83.4 73.7 59.8 52.6 46.1 41.6 36.8 335 30.7 29.9 89.0 64.3 56.9 46.0 405 355 32.1 28.4 259 23.7 23.0 ARCHES TO BE INSCRIBED MADE RECTANGULAR SHAPE W1 W2 TYPICAL MULLION ARRANGEMENTS WIDTH (W) a 817 2. • • • • • • • • • • • MILLION SPAN • • HORIZONTAL MULLION ••• • • • • • •• •• • • • • • ••• • En • A4NSH/• VI8R • • •PRyl1T1•r N1 l3 • • •CHI. • • • ea 48190' .'10,471• E'J TA4 Flagids CJIN. 1303368663 0 3 3=Ca A ' l e O¢ A Bola 2010 ••• •• • • • • • • • • • • 'JU f0 4 . 2 00 9 • ••• • • • • ••• • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • •• •• • • • •• •• •.• • • • ••• • • SG z aE crEwg V � $ a4 ojl 06120 yQ 3 ,r drawing no. M95 -06A sheet 2 of 7 ALUMINUM TUBE MULUONS DESIGN LOAD CAPACITY - PS? ?SIGN I �� lY � WINDOW DIMS. ANCHORS TYPE WIDTH (M) MULL SPAN A A4 AA2 AA4 AAA2 AAA4 B2 2 A4 AA2 AA4 AAA2 AMA 132 B4 19 -1/8' 26-1/2" 30" 37" 42" 48" 53 -1 /8• 80' 86" 72" 74* 38 140.0 14 .0 140.0 140.0 140.0 140.0 140.0 1 53-1/8" wr 137.1 140.0 124.6 140.0 140.0 140.0 140.0 1 121.1 140.0 110.1 140.0 127.6 140.0 140.0 1 98.2 140.0 89.2 140.0 103.4 140.0 140.0 1 1.0 140.0 140.0 71 1.0 140.0 140.0 82 1.0 135.3 140.0 56. 7.8 119.8 140.0 50 3.0 1089 140.0 49. 6.3 99.9 140.0 41. 3.4 97.2 140.0 40. 19 -1 /8' 26 -1/2 6 42' 48' 1-1/8' 60' 66' 72' 74' 140.0 140.0 19• 26 30' -- 42" 48' -1 /8' 60' 88' 72" 74" 98' 0 .8 140.0 0 1 35.7 -- 65.6 131.1 31.4 72.9 57.4 114.7 27.5 63.8 51.8 103.7 24.8 57.8 45.9 91.8 22.0 51.0 41.7 83.4 20.0 46.4 38.2 76.5 - 42.5 37.2 74.4 - 41.4 19-1/8" 26 -1/2' 30' 37' 47" - 1 /8' 68' 72 74" 115.7 140.0 105.2 140.0 121.9 140.0 140.0 140.0 19 -1/8' 26 -1/2 30' 37' 42" 48' 53-1/6" 60' 66' 72 74' 67.5 135.0 61.4 122.7 71.1 140.0 133.6 140.0 ANCHORS ARCHES 10 8E mama) 4 SEE SHEETS 4 THRU 6 1x9HDE RECIANCUTAR SW HOSVONTAL 1t CAP � MUW • 839 140.0 75.9 140.0 88.0 140.0 1400 140.0 48.7 97.4 44.3 88.8 51.3 102.8 96,4 140.0 73.8 140.0 67.0 134.1 77.7 140.0 140.0 140.0 43.0 880 39.1 78.2 45.3 90.7 85.2 140.0 59.8 119.6 54.4 108.7 63.0 126.0 118.4 140.0 34.9 89.8 31.7 63.4 36.8 73.5 69.0 138.1 52.7 1 4 47.9 95.8 55.5 111.0 104.3 140.0 30.7 61.5 27.9 55.9 32.4 84.8 60.8 121.7 46.1 92.2 41.9 83.9 488 97.1 911 140.0 28.9 53.8 24.4 48.9 28.3 58,7 53.2 41.8 37.9 75.7 43.9 87.8 82.4 140.0 24.3 48.8 22.1 442 25.6 91.2 481 96.2 36.9 739 33.5 67.0 38.9 77.7 73.0 140.0 21.5 43.0 39.1 22.7 45.3 42.6 85.2 33.5 67.0 30.5 61.0 35.3 70.8 68.4 132.7 - 39.1 - 35.8 20.6 4I.2 387 77.4 61.6166 PRODUCT d- VERTICAL MULLION cu is0 PRODUCT i ' GULDRO PRODUCT . i 30,7 61.5 279 55.9 32.4 64.8 60.8 121.7 - 35.9 - 32.6 - 37.8 35.5 71.0 t 29.9 59.8 27.2 54.4 31.5 63.0 592 1184 - 34.9 - 31.7 - 389 34.5 69.0 y1' 1, t.1.AZ91C PRODUCT - `... «Ct� oETNL HSl,AZINI PRODUCT 11 1 I9 -i/8' 26 -1/2' 30' 37' 42" Cr 53 - 1 /9' 60" 68" 74' 74 -1/4 982 140.0 692 140.0 103.4 140.0 140.0 140.0 19 -I/8' 28 -1/2' 30' 37' 42" 48' 53 -1/8' Sr 68' 72' 74' 120• 80.7 121.9 55.2 110.4 64.0 128.0 120.2 140.0 70.8 140.0 64,4 128.8 74.8 140.0 140.0 140.0 43.8 87.7 39.8 79.7 46.2 92.4 86.8 140.0 82.6 125.2 58.9 113.8 65.9 131.9 123.9 140.0 - 38.7 77.4 35.2 70.4 40.8 81.8 78.8 140.0 50.7 101,5 46.1 92.3 53.5 106.9 11 140.0 31.4 82.8 28.5 57.1 33.1 86.2 82.1 124.3 44.7 89.4 40.6 81.3 47.1 94.2 .4 88.9 140.0 27.7 55.3 25.1 50.3 29.1 583 94.7 109.9 W1 39.1 78.2 35.6 71.1 412 824 77.4 140.0 24.2 48.4 22.0 44.0 25.5 51.0 a79 99.8 SPAN 35.3 70.7 32.1 64.3 372 74.5 899 1399 21.9 43.7 - 39.8 23.0 46.1 43.3 888 MULLION 31.3 82.8 28.4 56.9 33.0 85.9 61.9 123.8 - 38.7 - 35.2 20.4 40.8 38.3 76.6 II I 1 28.4 58.9 25.9 51.7 30.0 59.9 56.3 112.6 - 35.2 - 32.0 - 37.1 34.8 69.7 TYPICAL MULLION ARRANGEMENTS 26.1 52.1 23.7 47.4 279 54.9 51.6 1032 - 32.3 - 293 - 34.0 31.9 63.9 25.4 50.7 23.1 48.1 26.7 53.5 50.2 100.4 - 31.4 - 28.5 - 33.1 31.1 82.1 •11[ t3 ;• • • ( ..-r: v : - • • • • • NOTE: • •Ems •WR • • • • •CIU9. • • • REYa > ihe6fmi6► VaggIrgarks Aa .os •. •.. • , _O• OM r i, 4 1! F ; /�r) - • •• I I : ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. • • , 838863 • • • �n( /�, • • H , rowing no. M95-06A (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS : : • ; • : ern, • o � 2 • • • • • • • • • (sheet 3 of 7 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Mro= 1/4' DA. TAPCONS BY 'nW 1 -1/4' MIN. WOOD PENETRATION I" WN. 2 PER CLIP (1 ON EACH YANG 1110•7'. RIP EDGE DIST. 1 -3/4' MIN. 213Y WOOD BUCK OR WOOD STRUCTURE FLOATING CUP 1/4' CU. TAPCONS BY 'ITW' 1 -1/4' MIN. WOOD PENETRA 1 PER 114 SMS 2 PER ANGLE 1 -3/4' 0.C. MIN. 1/4' DIA TAPCONS BY 'ITW 1 /4' DIA. TAPCONS BY '*TW' 1 -1/4' MN. EMBED INTO CONCRETE I -1/4' MN. EMBED INTO CONCRETE 2 PER CUP (1 ON EACH WING 1 PER ANC • 2X2 xe' ALUM AN 1' MIN. 1' MIN. EDGE DIST. 1 -3/4' MIN. 1/4' DUI. TAPCONS BY 'ITN' 1 -1/4' MIN. W000 PENEFRATION 4 PER CLIP (2 ON EACH WING 28Y WOOD BUCK on 000 STRUCTURE FLOATING CUP 1/4' WA TAPCONS BY 'TTY/' 1 -1/4' MIN. EMBED INTO CONCRETE 4 � CUP (2 ON EACH WING • 1/4' DIA. TAPCONS BY 1TW' 1 -1/4' MN. W000 2 PENRATION PER ET _ hT. ■ .1 1 114 SMS 2 PER ANGLE N 1 -3/4' 0.C. M. FOR 3' TUBE 2 -3/4' 0.C. M. FOR ALL OTHER TUBES I1 1 1 1I I 1 2 X 2 X I/O ALUM ANGLE 'ow' Ola TAPCONS BY W' N 1 -1/4' M. EMBED INTO CONCRETE 2 PER AN. r l �� ' d t i NT, ■r" n 1 1 11 1 11 u u 0 1BY W000 BUCK FLOAT CUP 114 SMS 2 PER ANGLE N 1 -3/4' 0.C. M. 2 X 2 X I/O' ALUM ANGLE ALL CLIPS TO FR SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR RAT HEAD. 181' WOOD BUCK FLOATING CUP • • • • • • • • • • #14 SMS 2 PER ANGLE M 1 -3/4' 0.C. N. FOR 3' TUBE 2 -3/4' 0.0. M. FOR ALL OTHER TUBES •• • •• • • • • • •• • • • • • • E A1EHW NGIR • • I G A 315113 • CAN. 3038 •• to . U M✓v • 014 I1T4 E rids Cei P.ses 26 1 • • • • , // - A P /. • • • P�dly SU N 42IW9 • . . , • • • • • • • . . • • • • • • • ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 2 x 2 X 1/8' ALUM ANGP J w m 8 $ a 1 8 drawing no. M95 -06A (sheet 4 of 7 l/4" DIA. TAPCONS BY 'RW' 1 -1/4" MIN. EMBED INTO MASONRY BLOCKS 1 -3/4" MIN. 2 PER CLIP (1 ON EACH WING EDGE DIST. rv� • FLOATING CUP 1/4" DIA. TAPCONS BY 'ITN 1 -1/4" MIN. EMBED INTO MASONRY BLOCKS 1 -3/4" MIN. 2 PER CLIP (1 ON EACH WING 1/4" CIA. TAPCONS BY 'RW' I -I/4" MIN. EMBED INTO MASONRY BLOCKS 1 PER ANGL 11 1 #14 SMS 2 PER ANGLE 1 -3/4" O.C. MIN. 1/4" CIA. TAPCONS BY 'OW' 1 -1/4" MIN. EMBED INTO MASONRY BLOCKS 1 PER AN n 2 X 2 X 1/8" ALUM ANGLE 1/4" DIA. TAPCONS BY 'me /4' 1 -1 /4' MN. EMBED INTO MASONRY RL OCK S 1 -3 MI • /. 4 PER CLIP (2 ON EACH WING • 1 MIN. �1 . • 11 1 - 3/4" MIN. 3" FLOATING CLIP 1/4" DIA. TAPCONS BY ITN' 1 -1/4" MN. EMBED INTO MASONRY BLOCKS 4 PER CUP (2 ON EACH WING 1ST WOOD BUCK I/4" DIA. TAPCONS BY Vs' 1 -I/4' MN. EMBED INTO MASONRY BLOCKS 2 PER #14 SMS 2 PER ANGLE 1 -3/4" 0.C. MIN. FOR 3" TUBE 2 -3/4" O.C. LOS. FOR ALL OTHER TUBES 2 X 2 X 1/8" ALUM ANGLE 1/4" CIA. TAPCONS BY TTW' 1 -1/4" MIN. EMBED INTO MASONRY BLOCKS 2 PER • 2D /I a I 7 IBM WOOD BUCK FLOATING CLIP ANCHORS 1YPE 'AA2' f14 SUS 2 PER ANGLE 1 -3/4" 0.C. MN. 2 5 2 x 1 8" ALUM ALL CLIPS TO FIT SNUG INTO TUBE MULLIONS. TAPCOAS MAY BE HEX OR FLAT HEAD. FLOATING CLIP ANCHORS TYPE 'AM' • • • • 0 • • • • • 114 SAS 2 PER ANGLE 1 -3/4" 0.C. MN. FOR 3" TUBE 2 -3/4" 0.C. MIN. FOR AU. OTHER TUBES •• ••• • • • • • • • • • K • E I *SHAM ' R RA. • P5 3 . 8 863 • CAN. 3538 ••• ! • • • : a 41 • • • • • • •• • PRA)UO1' REVM6D ininpilbeg *eft Mork!. &Meg Cede Esptsatiss Mee • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 X 2 X 1/8" ALUM ANGLE z r CC R 1 8 k drawing no. M95 -06A (sheet 5 or 7 1/4" DM TAPCONS BY 'OW' l/4" WA. TAPCONS BY TTY' I -I /4' MN. EMBED INTO CONCRETE 1 -1/4" MIN. EMBED INTO CONCRETE 1 -3/4 MIN. 2 PER CUP (1 ON EACH YANG 1 PER AN , 1/4" DIA. TAPCONS BY 'KW I/4• DM. TAPCONS BY 'ITV 1 - MIN. EMBED INTO CONCRETE 1 -I /4" MIN. EMBED INTO CONCRETE 1 -3/4. MIN. 4 PER CUP (2 ON EACH WING 2 PER U � �� EDGE CAST. EDGE DIST. 3• I I I MIN I I I I 3 ` 3 \ - I I I I FLOATING CLIP I 1 .v ` ` I 114 SATS 2 PER ANGLE 1 -3/4' O.C. MN. 1 11 I I U u 2 x 2 x .E ALUM ANGLE ` FLOATING CLIP I I k I , I I I /14 SMS a PER ANGLE 1 -3/4• 0.0. MN. FOR 3" 716E ` I li O ALUM ANGLE ANCHORS TYPE 'AAA2' 2 -3/4 O.C. MN. FOR ALL OTHER TUBES ANCHORS TYPE 'AAA4' METAL STRUCTURES 114 SMS OR 1/4" TEKS (STEEL CR ALUM. 1/8" MIN. THICK) 2 PER CUP #14 SMS OR 1/4 'TM STEEL : Fy . 36 KS1 MIN. (1 ON EACH WING) 1 PER ANGLE A. UM : 6063 -T5 MIN. YETAI STRUCTURES 114 SMS OR 1/4" TOM (STEEL OR ALUM. 1/8' MIN. THICK) 4 PER CLIP 114 SIAS OR 1/4 TEICS STEER.: Fy . 36 161 MIN. (2 ON EACH WING) 2 PER ANGLE ALUMINUM : 8063 -T8 MIN. 1 ' II A 11 li Ti i . 1 II 1 0 li 1 -- ---- ..... sir1Z' —r " —1 1Mr—.: •- -- - -- ---- _:.1.1r- -- - " -- .._ -- ; Mr EMLF l 1 I I 11 I I I I u u zxaxte ALUM ANGLE . 1 1 a FLOATING CUP i� 1 ' 1 1 zPEt44S14S 1 -3/4. O.C. MN. 3" TUBE 2- 3/4 O.C. MIN. ALL OTHER TUBES u LI 22x 18 FLOATNG CLIP 2 PER A COLE 1 -3/4" 0.C. MN. " "NtiI ©„ - 3�SCREWS PER ANGLE •• ••• • • • • • •• ANCHORS TYPE '82' ANCHORS TYPE 'B E••ICI• ^—. ^ L • • 4 • • ••••• 1 I V Irk 36 ae • CAN. • • • • • • • • • 61.11.1N• :/299: •• • • • • • • • ca3e � >tie 4ra•sAr:rl ' /I • � . . ., . A �'y, �,,,..,:, -'*..• ; , ...• � • ALL CUPS TO FIT SNUG INTO TUBE MULLIONS. S MAY BE HEX OR FLAT HEAD. TAPCONS • • • • • • I droving no M95 -06A • • • • 1 • • • • • ( sheet 6 of 7 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• /14 51S • 1 -1/2' O.C. MIN. 2 PER CHANNEL (1x2 & 1X3 TUBES) 3 PER CHANNEL (1X4 & 2X4 TUBES) 4 PER CHANNEL (226 TUBE) 114 SMS 0 1 -r /2* 0.C. MIN. 2 PER CUP (1X2 & 1X3 TUBES) 3 PER CUP (1X4 & 2X4 TUBES 4 PER CUP (228 TUBE TUBE MUWON 1 -3/4' X 2' X t /r (FOR 28Y TUBE) 3/4' X 2' X 1 /8' FOR�(1IB TUBE) CUT TO FIT SNUG 84510E TUBE ANCHOR DETAIL #1 METAL 10 METAL CONNECTION •• ••• • • • drawing no. M95 -06A sheet 7 of 7 ) ••. • • • • ••. • • • • • • • • • • • • • ••• • • • • • • • • • • • • s • •• •• • • • •• •• ••• • • • ••• • •