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WS-11-670I/ r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 158483 Permit Number: WS -4 -11 -670 Scheduled Inspection Date: August 01, 2011 Inspector: Bruhn, Norman Owner: RUSHING, DERK Job Address: 1351 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUPERIOR REPLACEMENT WINDOW Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050230170 Phone: 786- 298 -7624 Building Department Comments REPLACE 21 WINDOWS WINTH IMPACT RESISTANT AND FRONT DOOR Passed ,d(Tik/)( Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments C July 29, 2011 For Inspections please call: (305)762 -4949 Page 8 of 30 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. f/ 3&05 023 0/70 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1 111111111111111111111 1111111111111111111 1111 FN 201180257068 OR Bk 27660 Ps 32424 (1gs) RECORDED 04/20/2011 13 :.30:52 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUFITYr FLORIDA LAST PAGE 1357 /f- ,5f67 di/4„„SSpace above reserved for use of recording office 1. Legal description of property and street/address: LOT 3 in' /3Lo€`k 'y cs61-- Jb4 /1 /�SJaoRE5 64/PAA?Q/< s r4TES C' ►� i� �L 7Ne-46 A5 4.--"to 'O N' - , . / /LP4- 2. Description of improvement: f CPLAI C & W I At no W- DOORS 00614.5-4- Ar 101466= 3. Owner(s) name and address: p6Rk 1.11X/4 451-f /Nl 'fF l 1� �: ((7 Z +'1yv c►►�11 Interest in property :'`' 33 ►� Y Name and address of fee simple titleholder: , 4 4. Contractor's name, address and pho = number: o2la�Z `/! c 5. Surety: (Payment bond required by owner from contractor, i any) Name, address and phone number: W/M► Amount of bond $ tJ /A 6. Lender's name and address: //' 7. Persons within the State of Florida designated by Owner upon wh origkel nt b Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDINOr OUR NOTICE OF Cs `/ CFMENT. Signature(s) of 0 r(s l or t0 7( Prepared By /- A �C Print Name Title /Office ®WP✓ CA STATE OF FLORIDA COUNTY OF MIAMI -DADE l rued Officer /Director /Partner /Manag 1 Prepared By Print Name /4/ -/ah-I tc..s'/-2,'As Title /Office OW/V612 J 1`3 ) L 1'02 S-C m i Q '7 1;45°1- j I -3-5V3 r; The foregoing instrument was acknowledged before me this /6 day of "Y-1,9,/2-/-F By 1 G. '�' ❑ Individually, or ❑ as 1- �S 1:11 Personally known, or produced the following type of ide VERIFICATION PU ties of • is sta - d Under pen that the f Signet By 123.01 -52 PAGE 3 11/07 ) of UANT TO ury, I d n it are. for cat Signature of Notary Public: .yam Print Name: (SEAL) 92. 25 FLORIDA STATUTES re that have read the foregoing and to th be of my knowledge and belief. CTIO uthorized Officer/Director /Pa By • /3R S ` TTE ANN RUFFIN() Notary Public - State of Florida • My Comm. Expires Feb 28, 2014 Commission # DD 966271 Bonded Through National Notary Assn. i Manager who , • abo e: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204-Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Master Permit No. APR 1 5 2111 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) ()Egg RUSIi /th +7'1 /R//,J f u5M /Vtv Phone # (305) 7S% -o i / Owner's Address /357 WE /a n d S TR6 f T City Al /Afl/ S/-l'RES Tenant/Lessee Name // /4 State j I_ Zip 33/3 Phone # N /A Job Address (where the work is being done) 1357 NT /42,7d S rAe-e / City Miami Shores Village County Miami -Dade Zip 33/3 ? FOLIO / PARCEL # I I V h.' • 0.23 0/ 70 Is Building Historically Designated YES NO X Contractor's Company Name it-4 4 Contractor's Address r9) ,( - r " Phone # City State 11' Qualifier Name rl N'ir-F- y, '' State Certificate or Registration No. 757 C R / Zip Phone #t(� Certificate of Competency No. Architect/Engineer's Name (if applicable) C'' e A Phone # „tc;y ; ":qr0 e;i Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: Square / Linear Footage Of Work: 14/Alteration ONew 6'W1? 4,' ❑ Repair/Replace ❑ Demolition 0114 Submittal Fee $ � Permit Fee $ �D De*" CGF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $. Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -, Bonding Company's Name (if applicable) ! V 14 Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) NIA 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 pprov ' • and ''reinspection fee will be charged. Signature Owner or Agt The foregoing instrument was acic owledged before me this / 6 20 LL, day o who is p rs ow Knn t ��As ide NOTAR _..i LIC: -� • I - i t i er v.*, CHAR fibtoryfRbIthiceStakootidorida •; = My Comm. Expir s Feb 28. 2014 Commissi '# DD 966271 S��UF Fi.`,� �wmra` ded Thry,! National Notary Assn. Signature Contractor The foregoing instrument was acknowledged before me this 1 C.) day of aA \ , 20 ,1, by `(I1 C F r ho is personally known to me or who has produced Pri My Commission Expires: fv241,';C� as identi 't cation and _w NOTARY Sign: Print:._ `11 caOt My Commission Expires: CIARA I. GUEVARA MY COMMISSI0t4 I DD 787000 EXPIRES: May 12, 2012 Bonded Thru Notary Pulg10 Undervniters `‘ ` a 0 CtA ************** * * * * * * * * * * ***********: *** **** *** * * * * ** *** *dc: x**************** ** **x: x: ** ********** ** *m**** * * **** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning Hom a 1I1iIi1 Ruing Props rose 351 N 02 i Shores, FL 33138 Comment, 4 „x4„ .,' Existing steel columns w C 1) �8 c m 'N l 8116 o1 11! BLL�ao kl 5 `.01'x' (9a /9b /9c) ` l a/ I I b/ , lc PR 1 OIp °° • a o cv o o 12 Florida � �s .... Egress O6 O Egress Mullins 13 j Bedroom 1 #2 room TJ 1 Kitchen Laundry [ j 14 l 15 Contractor. Superior Replacement Window & Door, Inc. Lic. # 03BS00463, SCC131150259 21032 SW 91 Court, Cutler Bay, FL, 33189 Ph. 786.298.7624 Fax. 305.256.9411 Bath i 1 Living Front Door room ! - I [ 16 I I Bath L 19 [ Bedroom #I O O [C) Garage j Garage Door Master Bedroom O 2p O DS %-- (D 0 r) Egress 1 ' Mores VII agi 2nd floor APPROVED BY DATE, ZONING DEPT _ N BLDG DEPT \ For Window /Door type, dimensions $ calculated DP See Page 02 of 02 /% SWAM FEDERAL STA1E AND COUNTY ANDJI.A1lONS / / Homeowner Miriam Rushing Property address 1351 NE 102 st, Miami Shores, FL 33138 Comments Mark Window 1 Door Type Approvals Width Height DPS ( +) DPS ( -) Thrriatrtr Smooth Star / Fiber glass door 6 panels t "X Single door 7730.2 80 80. 2 "Eco -Guard Series -200" Aluminum Horizontal Rolling Window 1 "XOX' NOA # 09 -0312.08 106 1/4 50 518 70 -80 Series -200" Aluminum Horizontal Rolling Window / "XO" NOA # 09- 0312.08 37 50 5/8 71 an 4 "Eco -Guard Series -200" Aluminum Horizontal Rolling Window / "XO" NOA # 09 -0312.08 37 50 5/8 70 -80 ituer /' Alumina Hi oiling l3'in -e NOA # 09.0 12' /6 8 7i "Eco -Guard Series -200" Aluminum Horizontal Rolling Window 1 "XO" NOA # 09 -0312.08 37 38318 70 -80 8 ea ird Seri -200" Aluminum Horizon Foll'ing indct ass NOA .# 09- 031208 8 50 /8 70 "Eco -Guard Series -200" Aluminum Horizontal Roiling Window / "XOX' NOA # 09 -0312.08 106 1/4 50 518 70 Ec uard Series 00" Aluminum Horizonntal Rolling' ndo7 NOA # 12.08 74 63 70 -70 9c SE widows aerie umihurn Tubular ulli 09 1x4x62 "Eco -Guard Series -200" Aluminum Horizontal Rolling Window "Ox, NOA # 09- 0312.08 74 63 70 -70 10 Series RD45 Aluminum Entrance Door / "X' Single NOA # 09 -0630.07 37 1/2 78 1/2 80 -80 "Eco-Guard Series- 200" Aluminum Horizontal Rolling Window / "XO" NOA # 09- 0312.08 74 63 70 -70 SE widows / aerie Aluminum Tubular Mullions NOA # 09-0 25.03 1x4x82 11 c 12 CO-Guard Series-20 Aluminum Horizontal Rolling Window "Ox, NOA # -0 2.08, 74 63 70 "Eco -Guard Series -200" Aluminum Horizontal Rolling Window / "XO" NOA # 09 -0312.08 74 63 70 -80 d Senes -200" Aluminum Horiz`o al llin ndowl "XO" 2.08 74 50 515 70 14 "Eco -Guard Series -200" Aluminum Horizontal Rolling Window 1 "XO" NOA # 09-0312.08 37 383/8 70 -80 15 16 co -Guard Series -200" Aitiminum Horizo tal Rolling Wi do' "XO" Nf 2.08 37 7 Eco-Guard Series -100 Aluminum Single Hung Window / 1/1 7 Aluminum -Ri -45 French `[9oiir / "X Single NOA # 09 -0224.07 NOA # 09- 0630.07 19108 36 38 3/8 75 -90 80 0 18 "Eco -Guard Series -200" Aluminum Horizontal Rolling Window t "XO" NOA # 09 -0312.08 53 1/8 38 3/8 70 -80 "Eco -Guard Series -200" Aluminum Horizontal Rolling Window 1 "XO" NOA # 09- 0312.08' 37 38 3/8 70 20 "Eco -Guard Series -200" Aluminum Horizontal Rolling Window 1 "XO" NOA # 09 -0312.08 53 1/8 50 5/8 70 -80 22 "Eco- GuardSeries- 200" Aluminum Horizontal Rolling Window t "XOX' "Eco -Guard Series -200" Aluminum Horizontal Rolling Window / "XO" Egress NOA # 09-0312.08 1.061/4 505/8 ! 70 -80 NOA # 09-0312.08 53 1/8 505/8 70 -80 O N 0 0 O N IMM M 74 NOA# 09- 031208 RATED: ±70 PSF 74 NOA# 09- 031208 RATED: ±70 PSF II I --I 4I-- I I l I I I I I MULLION TRIBUTARY 1x4 STD MULLI ❑N MODULE: --- NOA# 09 -0825. 03 RATED: ±89. 1 PSF 404-3° ANCHORAGE AS PER NOA 11 WIND ❑W ANCHORAGE AS PER NOA GENERAL NOTES: 1- CODE FLORIDA BUILDING CODE 2007 ED. 2- DESIGN LOAD BASED ON ASCE 7 -05, V =146, MPH, EXPOSURE: C, 1=1.0, MRH= 23' - -- PD= +50. 8, -55. 1 UNIT LOCATED IN ZONE 4 3- ALUMINUM TUBE VERIFIED BASED ON THE ALUMINUM DESIGN MANUAL 2005 AND NOA# 09- 0825.03. 4- CONTRACTOR TO USE THIS DRAWINGS IN CONJUNCTION WITH THE MANUFACTURER PRODUCT APPROVAL, 5- CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR FABRICATION. CONTRACTOR: SRW &D SUPERIOR REPLACEMENT WINDOW & DOOR, INC. 21032 SW 91st COURT CUTLER BAY, FLORIDA 33189 TEL: 305 256 -1411 W W W.FLW INDO WANDDOOR.COM JOB: WINDOW REPLACEMENT Rushing Residence 1351 NE 102ND STREET MIAMI SHORES FLORIDA Engineering: EngT 3314tr. CA 8116 5595 Orange Dr. 201 Davie, 8.33314 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENGCO @AOL.COM o '9� oa ©o°�° °ems® ®� FIGUgo ��o SE ® o 6o9 cc Date: 04/13/11 Scale: NA Design by: PPMF DRAFTING: PK DRAFTING a MORE Drawing Number 11 -074 Sheet 1 of 1 ENGCO, m. Engineering Services - CA 8116 5595 Orange Drive Suite 201 Davie - Florida - 33314 Tel: (954) 585 -0304 Fax: (954) 585 -0305 Email: Engco@AOL.com REF. #: 11 -74 Date: 4/13/2011 Contractor Superior Window/Door Replacement 21032 SW 91 Court - Miami, Fl - 33189 Job: Miriam Rushing 1351 NE 102nd Street - Miami Shores, FL - 33138 Design by: PEDRO DE FIGUEIREDO, PE 52609 Wind Load Calculation for Components and Cladding under ASCE/SEI 7 -05 (method 2) Florida Building Code 2007 Building Mean Height 23.00 Feet Cladding Elevation 23.00 Feet Minimum Width 53.00 Feet Buildings with MRH < = 60' and 60' <MRH < =90' (MRH =Mean Roof Height) Roof Slope 1Roo Slope � 0 degrees Roof Slope Reduction Factor 1.00 Import. Factor (I) 1.00 (Section 6.5.5 - Table 6.1 (V >100 mph) / Table 1.1: Category I - 0.77 Category II -1.0 Category III & IV - 1.15) Basic Wind Speed 146 mph (Section 6.5.4 - Fig.6 -1) FBC 1620.2 - HVHZ -146 mph Dade County & 140mph Broward County positive Psf Exposure C a Zg ,5 (Section 6.5.6.2 & 6.5.6.3) 9.5 900 Open terrain with scattered obstructions height less than 30ft. Open country , grasslands and all water in hurricane prone regions zone 4 Building Type Enclosed 1 L i ( Enclosed, Open, Partially Enclosed - Section 6.5.9) Use section 6.2 definitions zone 5 Kd - Section 6.5.4 - Table 6-4 0.85 0.85 Kz - Section 6.5.6.6 0.93 Kh - Section 6.5.6.6 0.93 Kzt - Section 6.5.7 1.00 To be used when hill height H >= 15' Velocity Pressure (qz) 43.08 Psf Velocity Pressure (qh) 43.08 Psf qz= 0.00256. Kz . Kzt . Kd . VA2 . I qh= 0.00256. Kh . Kzt . Kd . VA2 . I Section 6.5.10 Section 6.5.10 Tributary Area 10 ft2 GCpi ( Int. Pressure ) GCp ( Ext. Pressure ) 0.18 I -0.18 Section 6.5.11.1 zone 4 ( +) 1.00 zone 4 ( -) -1.10 (Section 6.5.11.2) zone 5 ( +) 1.00 zone 5 ( -) -1.40 Wind load Psf positive Psf negative Psf Zone 5 for units located less than 64" from building corners zone 4 50.8 -55.1 zone 5 50.8 -68.1 End zone (a) 64 INCHES Notation: (a) - 10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. _ ENGCO INC HAS NOT VISIT THE JOB SITE. INPUT DATA PROVIDED BY CONTRACTOR. THIS WIND LOAD IS VOIDED IF FIELD CONDITIONS DIFFER FROM INPUT DATA THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. Sheet W I I Aluminum Design Manual - 2005 edition Calculation for Single span beam (hollow retangular tube) under Uniform Load Umbraced Span: Lb= 63 ° Inches Tributary module: Tm= 41 Inches Shape: 1/8 -1x4 8, Alloy 6063 -T6 1 Modulus of Elasticity E: 1.E +07:._ Psi Bending Stress Fbt: 15000 psi Bending Stress Fbc: 13997 psi Bending Stress Fb: 15000 psi Shear Fv: 8500 psi Section Modulus Sx: 1.02 in ^3 Moment of Inertia Ix: 2.04 in ^4 Web Shear Area: 0.94 i02 Uniform Load based on Allowable Moment 28.7 lb/in Uniform Load based on Allowable Deflection 35.1 lb/in Beam Beam Component Component Date: 4/13/2011 Job: 11 -074 Allowable Design Pressure Pda (psf): Project Designed Load Pd (psf): Check 100.0 55.1 Max. Allowable Moment Ma (in.lb): Max. Service Moment Ms (in.lb): 14,259 7,783 Ok Max. Allowable Shear Va (Ib): Max. Service Shear Vs (Ib): 7,969 494 Ok Max. Allowable Deflection Def a(in): Max. Service Deflection Def s(in): 0.35 0.16 Ok I Def. Ratio 1,80 _ Service Reaction Rs (lb): 494 • Florida Building Code Online 1 Page.1 of 3 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Community rod uct Approval R. Public User Product Approval Menu > Product or Application Search > Application Usk > Application Detail Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL7730 -R2 Revision 2007 Approved Therma -Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298 -1740 sjasperson@tttechnologies.us Steve Jasperson sjasperson@tttechnologies.us FBC Staff BCIS Site Map Links Search Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2011 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL7730 R2 COI CERTIFICATE OF INDEPENDENCE.pdf Standard ASTM E1300 ASTM E1300 TAS 201, 202, 203 Year 2004 2002 1994 http: / /www.floridabuilding .org/pr /pr_app_dtl.aspx ?param= wGEVXQwtDgtuEQUn9GHIx... 4/13/2011 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 05/28/2009 06/02/2009 07/18/2009 08/11/2009 Page 2 of 3 Summary of Products FL # Model, Number or Name HDescription 7730.1 a. "ClassicCraft Rustic" Series 3'0 x 6'8 "Impact" Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7730.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7730 R2 II INST 7730.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL7730 R2 AE EO- E84- 00- 04.pdf FL7730 R2 AE EVAL 7730.1.pdf Created by Independent Third Party: Yes 7730.2 x8 mpact" Opaque Fiberg'1ass ng e o r (X) - b. "FiberClassi oothStar" k�3'fl "ClassicCraft" oP=C ssicCraf Rustic" Series Inswing or Outswing ,'-' Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7730.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7730 R2 II INST 7730.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL7730 R2 AE EO-E84- 00- 04.pdf FL7730 R2 AE EVAL 7730.2.pdf Created by Independent Third Party: Yes 7730.3 c. "FiberClassic ", "SmoothStar ", "ClasslcCraft" or "ClassicCraft Rustic" Series 3'0 x 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite (OX or XO) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7730.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7730 R2 II INST 7730.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL7730 R2 AE EO- E84- 00- 04.pdf FL7730 R2 AE EVAL 7730.3.pdf Created by Independent Third Party: Yes 7730.4 d. "FiberClassic ", "SmoothStar ", "ClassicCraft" or "ClassicCraft Rustic" Series 3'0 x 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites (OXO) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7730.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7730 R2 II INST 7730.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL7730 R2 AE EQ-E84- 00- 04.pdf FL7730 R2 AE EVAL 7730.4.pdf Created by Independent Third Party: Yes 7730.5 e. "FiberClassic ", "SmoothStar ", "ClassicCraft" or "ClassicCraft Rustic" Series 6'0 x 6'8 "Impact" Opaque Fiberglass Double Door (XX) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7730.5 for Design Pressure Ratings, any additional use limitations, installation instructions Installation Instructions FL7730 R2 II INST 7730.5.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL7730 R2 AE EO- E84- 00- 04.pdf FL7730 R2 AE EVAL 7730.5.pdf http:// www. floridabuilding .org /pr /pr_app_dtl.aspx ?param= wGEVXQwtDgtuEQUn9GHIx... 4/13/2011 Florida Building Code Online Page 3 of 3 and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Created by Independent Third Party: Yes 7730.6 f. "FiberClassic ", "SmoothStar ", "ClassicCraft" or " ClassicCraft Rustic" Series 6'0 x 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites (OXXO) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7730.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7730 R2 II INST 7730.6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL7730 R2 AE E0- E84- 00- 04.pdf FL7730 R2 AE EVAL 7730.6.pdf Created by Independent Third Party: Yes 7730.7 g. "ClassicCraft Rustic" 3'0 x 6'8 "Impact" Opaque Fiberglass 180° Round Top Single Door (X) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7730.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions FL7730 R2 II INST 7730.7.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL7730 R2 AE EO-E84- 00- 04.pdf FL7730 R2 AE EVAL 7730.7.pdf Created by Independent Third Party: Yes Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug -in Software, I Customer Service Survey I Contact Us Product Approval Accepts: ill httn: / /www.floridahuildinlr.orr /nr /nr arm dtl acnx9naram= wCTFVXOwtfnfihFClTTnQM-Mr 11/1 /701 1 8 V THERMA TRU® THERMA TRU DOORS 1 1 B INDUSTRIAL DR., EDGERTON, OH 43517 TEL. (419)298 -1740 FIBER CLASSIC CLASSIC CRAFT it CLASSIC CRAFT RUSTIC GENERAL NOTES FIBERGLASS DOOR INSWING / OUTSWING tf"ImPAci, T. 1h u os loncewitt the- 3607-Rorid0 11d nq oC de (FBC) structur'alf -- tequkementr{neldding- . ' - • • • : • _" NVHZ 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the °HVHZ° this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ' requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level °D° and includes Wind Zone 4 as defined In ASTM El 996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using threshold item #4 meet water infiltration requirements far"HVHZ °. 8. Inswing configurations and outswing configurations using threshold item #5 do not meet the water Infiltration requirements for the °HVHZ° and shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees." TABLE OF CONTENTS SHEET tt DESCRIPTLON 1 Typical elevations, design pressures & general notes 2 Door panel details (Smooth Star) 3 poor panel details (Classic Craft) 4 Door panel details (Classic Craft Rustic) 5 Door panel details (Fiber Classic) 6 Horizontal cross sections 7 Vertical cross sections 8 Buck & frame anchoring -2X buck masonry construction 9 Frame anchoring -1 X buck masonry construction 10 Bill of materials & components 37.75° MAX. FRAME WIDTH 35.93" MAX. PANEL WIDTH e�1 0 0 O z SAX, 5/7/08 SCALE, N.T.S. DYKI. Err: AL CM. Br: LFS DRAMS Bo.: FL- 7730.2 SHEET J ov j z 0 a i 5 0 P 0 9 INSWING ■ 1.y STAR 37.75° x 82.25° +75.0 -75.0 37.75"—i-80:75"-- : o i iiimr -100.0 OUTSWING CLASSIC CRAFT INSWING 37.75°x82.25° +100.0 OUTSWING 37.75° x 80.75° +100.0 -100.0 RUSTIC INSWING 37.75° x 82.25' +90.0 -90.0 OUTSWING 37.75' x 80.75° +90.0 -90.0 FIBER CLASSIC INSWING 37.75° x 82.25' +75.0 -75.0 OUTSWING 37.75' x 80.75' +80.0 -80.0 O z SAX, 5/7/08 SCALE, N.T.S. DYKI. Err: AL CM. Br: LFS DRAMS Bo.: FL- 7730.2 SHEET J ov j z 0 a i 5 0 P 0 9 8 0 0 ID DETAIL A -A O 40 DOOR PANEL Smooth Star 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 0000000 0000000 00000000 0000000 100000000 0000000 00000 0 0000 0 00000 0 0000000 00000000 0000000 00000000 00 44 28.86% OPEN • AREA MAX. DETAIL A -A Panel reinforcement EXTERIOR INTERIOR m 0 III 111 1 Iii 1 Ilk °HORIZONTAL CROSS SECTION 2 t-1.53" 1 TOP RAIL OHINGE STILE 0 4.10" 1 I1IlItIlIiJlIiII OLOCK STILE h1.53" ROTTOM RAIL EXTERIOR INTERIOR °VERTICAL CROSS SECTION 0 Fm 0 as a °o eca rn z 0 rn DalE: 5/7/08 SCALE. N.T.S. O5O. Er: AL cwt En LFS ORRWWD NOS FL- 7730.2 srs:sr 2 of 10 EXTERIOR INTERIOR m 0 HORIZONTAL CROSS SECTION 3 I> DETAIL A -A ODOOR PANEL Classic Craft 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 0000 c4 00� 0000 0 00000 Op 0000000 00000000 0000000 00000000 TYP. 4 CORNERS OF PANEL DETAIL A -A Panel reinforcement 00 44/1 28.86% OPEN AREA MAX. 0.34" TOP RAIL x1.44 i \11' OHINGE STILE 4.06° 0.32" - -7 ® LOCK STILE 7 55 BOTTOM RAIL EXTERIOR INTERIOR 3 22 VERTICAL CROSS SECTION m 0 z Ewa 5/7/08 SCA.E. N.T.S. DWG. BY: AL anc en LFS DRAWING NO.: FL- 7730.2 sr 3 OF 10 ® 2009 R.W. BUILDING OONEULTANTO IND. iIIJIIiiIIttIlI.!! DETAIL A -A 0 30 DOOR PANEL Classic Craft Rustic 00� 000000" 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000 0 00000 0000 0 000000 0000000 DETAIL A -A Panel reinforcement TYP. 4 CORNERS OF PANEL 00 qr' 4f. 28.86% OPEN AREA MAX. EXTERIOR INTERIOR m 0 1111111111101111 OHORIZONTAL CROSS SECTION 4 OLOCK 8 HINGE STILE T TOP RAIL !Arched! EXTERIOR INTERIOR C)VERTICAL CROSS SECTION r) 0 0 c N. na EL) V N z 0 IN 0 D: O z ME 5/7/08 SCALE N.TS. DWG. SY: AL CNN. BY: LFS DRAWING Nos FL- 7730.2 Sir 4 of 10 °v l—a 0 0 L ID DETAIL A -A ODOOR PANEL Fiber Classic 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 '00000000 0000000 00000000 0000000 100000000 0000000 00000 000000 0000000 0000000 00000000 0000000 VOL) 00000 DETAIL A -A Panel reinforcement 00 28.86% OPEN AREA MAX. EXTERIOR INTERIOR 1 HORIZONTAL CROSS SECTION 5 r-1.53°1 OTOP RAIL —►{ 1.18" OHINGE STILE OLOCK STILE OBOTTOM RAIL EXTERIOR INTERIOR 5 22 VERTICAL CROSS SECTION o Rg SS4 F rl1 I a a aW 0 0 N 0 0 O Z DATE: 5/7/08 N.T S. DWG. 9Y: AL cNN. DA LFS DRAWING ND.: FL- 7730.2 srwEr 5 OF 10 z z 0 Z 0 K d a N 0 ©A% "© vv vv 0 6 HORIZONTAL CROSS SECTION Outswing shown - inswing also approved INTERIOR EXTERIOR INTERIOR EXTERIOR 00 11 33 HORIZONTAL CROSS SECTION 6 Shown w /1X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC INTERIOR EXTERIOR 0.15' CSINK (fYP.I 00 0 IPrn fl irk mom O 0 22 HORIZONTAL CROSS SECTION 6 Outswing shown - inswing also approved 0 O W 0 1 -1/4" MIN. EMB. (TYP.( rm 0 z DATE: 5/7/08 DCALL N.T.S. DWG. DEL AL ow. ar: LFS DRAWING NO FL- 7730.2 slim 6 or 10 2009 R.W. Bu1LCINO =Nat, 1 " MIN. FROM MASONRY EDGE (TYP.) r MIN. FROM MASONRY EDGE �► (TYP.) 0 1111114 Ner■ 0 o Plow- o LI td EXTERIOR " "" " INTERIOR O °VERTICAL CROSS SECTION Outswing shown - inswing also approved EXTERIOR INTERIOR 2 -1/2" MIN. FROM 2 -1/2" MIN. FROM MASONRY EDGE _ — MASONRY EDGE ITYP.) (TYP.) INTERIOR EXTERIOR INTERIOR EXTERIOR 22 VERTICAL CROSS SECTION 7 Shown w /1X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC EXTERIOR INTERIOR C)VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHZ" water infiltration requirements °VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for I tVHZ" water infiltration requirements 33 VERTICAL CROSS SECTION 7 Outswing configuration see general notes, sheet 1 for "HVHZ" water infiltration requirements TERIOR EXTERIOR VERTICAL CROSS SECTION' Outswing configuration ; see general notes, sheet -1 for "HVHZ" water infli trafion' .a ernents CC 0 °o 0° Pn 0 rm U, z 0 In O z DATE: 5/7/08 SCALE. N.T.S. OWe. BY: AL clot. an LFS DRAWING NO. FL- 7730.2 9ffEr 7 OF 10 zz I w a a 0 0 a a MASONRY OPENING 2X BUCK BUCK ANCHORING DP <= 80 psi MASONRY OPENING 2X BUCK BUCK ANCHORING 80 <DP<= 100psI NOTES: 1. 1/4" Elco Concrete screws anchoring 2x buck require a minimum 1" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners may be adjusted to maintain the minimum edge distance to mortar joints. If Concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. f N N L HINGE JAMB MASONRY OPENING FRAME 2X BUCK FRAME ANCHORING Masonry 2X buck construction HINGE DETAIL STRIKE JAMB LATCH & DEADBOLT DETAIL 0 z °o G a U, z 0 to 0z Dare: 5/7/08 scALL N.T.S. mtg. Br: AL Cut. BY: LFS DRAWING NO.: FL- 7730.2 stir 8 or 10 0 HINGE JAMB NOTES: MASONRY OPENING FRAME ANCHORING Masonry 1X buck construction 1. 1/4" ITW concrete screws anchoring frame and /or sill require a minimum 2 -1/2" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners maybe adjusted to maintain the minimum edge distance to mortar joints. If Concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints. additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 3/16" ITw concrete screws anchoring frame and /or sill require a minimum 2 -5/8" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 2 -1/4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. in STRIKE JAMB LATCH & DEADBOLT DETAIL SEE NOTE 2 SEE NOTE 1 SEE NOTE 1 HINGE DETAIL 0Z DI° CJ ON O0 U O ce N ccz O to cc 0 z DATE 5/7/08 SCAM N.T.S. DWG. BY AL ate. art: LFS DRAWING NO. FL- 7730.2 sir 9 OF 10 02009 R.W. Buiuo t • 0 8 6 Documents Prepared By: PUILDINO CONSULTANTS. INC. .O. Boo 230 Valrico FL. 33585 Phone No.: 913.859.8197 Florida Board of Professional Engineers Certificate Of Authoriza8on No: 6813 ��S +G S --709 Lyndon F. Schmidt, P.E. No. 43409 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1X BUCK SG >= 0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - B 2X BUCK SG >= 0.55 WOOD 31 DOOR SKIN 0.090 " THK. (CC RUSTIC) Fy = 6,000 PSI MIN. FIBERGLASS C MAX. 1/4" SHIM SPACE WOOD 32 TOP RAIL (CLASSIC CRAFT RUSTIC) WOOD D 1/4" X 2 -3/4" PFH ELCO CONCRETE SCREW STEEL 33 LOCK & HINGE STILE (CLASSIC CRAFT RUSTIC) WOOD /LVL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 34 BOTTOM RAIL (CLASSIC CRAFT RUSTIC) COMP. 35 PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT RUSTIC) STEEL G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE H 1/4" X 3-1/4" PFH ITW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - J 1/4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN 0.072" THK. (SMOOTH STAR) Fy = 6,000 PSI MIN. FIBERGLASS L #10 X 2 -1/2" PFH WOOD SCREW STEEL 42 TOP RAIL (SMOOTH STAR) COMP. 1 INSWING ADJUSTABLE THRESHOLD (IS300AJ) ALUM./WOOD 43 LOCK STILE (SMOOTH STAR) WOOD /LVL 2 INSWING THRESHOLD (15300HP5) ALUM. /COMP. 44 HINGE STILE (SMOOTH STAR) WOOD 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M) ALUM. /COMP. 45 BOTTOM RAIL (SMOOTH STAR) COMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 46 PANEL REINFORCEMENT 0.023" THK. (SMOOTH STAR) STEEL PRODUCT: THERMA -TRU FIBERGLASS DOOR PART OR ASSEMBLY: BILL OF MATERL4LS & COMPONENTS 5 OUTSWING STANDARD THRESHOLD ALUM. /WOOD 47 FOAM CORE POLYURETHANE 6 INSWING THRESHOLD ALUM. /COMP. 50 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.090 "THK. (CLASSIC CRAFT) Fy= 6,000 PSI MIN. FIBERGLASS 8 JAMB (PINE) SG >= 0.55 WOOD 52 TOP RAIL (CLASSIC CRAFT) COMP. 9 JAMB (OAK) SG >= 0.55 WOOD 53 LOCK STILE (CLASSIC CRAFT) WOOD /LVL 10 WEATHERSTRIP FOAM 54 HINGE STILE (CLASSIC CRAFT) WOOD /LVL 11 HINGE STEEL 55 BOTTOM RAIL (CLASSIC CRAFT) COMP. 12 #10 X 3/4" PFH SCREW STEEL 56 PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT) STEEL 13 #9 X 3" PFH WOOD SCREW STEEL 57 FOAM CORE POLYURETHANE 14 LATCH STRIKE PLATE STEEL 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 15 SECURITY STRIKE PLATE - STEEL 61 DOOR SKIN 0.137" THK. (FIBER CLASSIC) Fy = 6,000 PSI MIN. .. FIBERGLASS 16 #8 X 2-1/2" PFH SCREW STEEL 62 TOP RAIL (FIBER CLASSIC) COMP. 17 #8 X 3/4" PFH SCREW STEEL 63 LOCK STILE (FIBER CLASSIC) WOOD /LVL REVISIONS 18 KWIKSET 200 SERIES PASSAGE LOCK STEEL 64 HINGE STILE (FIBER CLASSICL WOOD 19 KWIKSET 600 SERIES DEADBOLT STEEL 65 BOTTOM RAIL (FIBER CLASSIC) %-- JTEEL ��.COMP. 5.85' 66 PANEL REINFORCEMENT 0.023" THK. FIBER CLASSIC ' 67 FOAM CORE POLYU ANE 5.77 1 \ e. 5.87' 4.57" kT.1117:14.---. Ac• ' Ill ��II1�t &THRESHOLD O THRESHOLD 2 IN IA — 1 "� Gar -�« 1 --] Inswing adjustable Inswing adjustable OTHRESHOLD THRESHOLD Inswing self-adjust \ O Outswing coastal 5.83" 4.56" 5.75" I _ r DATE 5/7/08 r�' _ -�__�_ SALE. N. T.S. J_ . r THRESHOLD . HEAD & SIDE DRAMS NO. FL- 7730.2 OTHRESHOLD 5 Outswing standard Inswing Jamb max. dp rating = +1- 50.0 psf saw 10 OF 10 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Report No. Date: ASTM E84 -00 EQ- E84 -00 -04 February 24, 2009 Evaluation of Equivalence of ASTM E84 -00 to ASTM E84 -04 Conditioning: Condition specimens to a constant weight at the temperature and humidity stated below: 73.4±5 °F 50 ±5 %RH Test Specimen: 20 -1/4" ±3/4" x 24' ±1/2 ", butted against vent end of chamber. Continuous length or joined end -to -end. Truly representative of the materials for which results are desired. Upstream end of chamber shall have a 14" ±1/8" length of 16 gauge steel sheet placed on the specimen mounting ledge in front of and under the leading edge of the specimen. Test Atmosphere: 73.4 ±5°F 50±5 %RH Procedure: 1. Establish draft reading of 0.055 to 0.100 in. of water column Arithmetic average air velocity within the furnace, at 73.4±5 °F, shall be 240±5 FPM. 3. Place the specimen in the chamber and place the removable top in position over the specimen. 4. With draft operating, keep the specimen in place for 120±15 seconds prior to applying test flame. 5. Ignite gas (natural or methane) burner adjusted to 5,000 Btu/Min. 6. Record flame front travel distance versus time at 30 second intervals or each 2' of flame front travel. 7. Record smoke density photocell at 15 second intervals 2. ASTME84 -04 Conditioning: Condition specimens to a constant weight at the temperature and humidity stated below: 73.4 ±5°F 50±5 %RH Test Specimen: 20" to 24" wide x 24'±1/2" long, butted against vent end of chamber. Continuous length or joined end -to -end. Truly representative of the materials for which results are desired. Upstream end of chamber shall have a 14" ±1/8" length of 16 gauge steel sheet placed on the specimen mounting ledge in front of and under the leading edge of the specimen. Test Atmosphere: 73.4 ±5 °F 50±5 %RH Procedure: 1. Establish draft reading of 0.055 to 0.100 in. of water column 2. Arithmetic average air velocity within the furnace, at 73.4 ±5 °F, shall be 240±5 FPM. 3. Place the specimen in the chamber and place the removable top in position over the specimen. 4. With draft operating, keep the specimen in place for 120±15 seconds prior to applying test flame. 5. Ignite gas (natural or methane) burner adjusted to 5,000 Btu/Min. 6. Record flame front travel distance versus time at 30 second intervals or each 2' of flame front travel. 7. Record smoke density photocell at 15 second intervals R:\LIBRARIES \Codes & Standards \TEST STANDARDS\EQUIVALENCY OF STANDARDS REPORTS\EQ- E84- 00- 04.doc Page 1 of 2 ASTME84 -00 Continued Procedure continued 8. Plot flame spread distance, temperature and change in smoke density photocell readings separately. 9. Flame spread distance = observed distance minus 4.5 feet. Flame spread index(FSI) calculation: I. Determine the total area (AT) under the flame spread distance -time graph. 2. When AT <= 97.5 ft-min., FSI = 0.515 AT. 3. When AT > 97.5 ft-min, FSI = 4900/(195 - AT). Smoke developed index calculation: I . Determine the total area (AT) under the smoke density - time graph for the specimen. 2. Determine the total area (ARed-0ak) under the smoke density - time graph for the Red -Oak. 3. Smoke developed index = (AT / Axed-oak ) times 100, then rounded to nearest multiple of 5. ASTME84 -04 Continued Procedure continued: 8. Plot flame spread distance, temperature and change in smoke density photocell readings separately. 9. Flame spread distance = observed distance minus 4.5 feet. Flame spread index(FSI) calculation: 1. Determine the total area (AT) under the flame spread distance -time graph. 2. When AT <= 97.5 ft-min., FSI = 0.515 AT. 3. When AT > 97.5 ft-min, FS1 = 4900/(195 - AT). Smoke developed index calculation: I . Determine the total area (AT) under the smoke density - time graph for the specimen. 2. Determine the total area (ARC) under the smoke density - time graph for the Red -Oak. 3. Smoke developed index = (AT / ARed -oak) times 100, then rounded to nearest multiple of 5. Accordingly, other than minor revisions and clarifications of the specimen size, ASTM E84 -00 is equivalent to ASTM E84 -04 referenced in the 2007 FBC and therefore meets the intent of the code. Lyndon F. Schmidt, P.E. FL P.E. #43409 R: \LIBRARIES \Codes & Standards \TEST STANDARDS\EQUIVALENCY OF STANDARDS REPORTS\EQ- E84- 00- 04.doc Page 2 of 2 R W R W Building Consultants, Inc. B C Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL- 7730.2 R2 Date: May 27, 2009 Product Category: Exterior Doors Product sub - category: Swinging Exterior Door Assemblies Product Name: Smooth Star, Fiber Classic, Classic Craft & Classic Craft Rustic Fiberglass Door Inswing / Outswing "Impact" Manufacturer: Therma -Tru Corporation 118 Industrial Dr. Edgerton, OH 43517 Phone 419.298.1740 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma -Tru Corporation based on Rule Chapter No. 9B- 72.070, Method Id of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition) See Drawing No. FL- 7730.2 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters. Lyndon F. Schmidt, P.E. FL No. 43409 May 27, 2009 PF1068 Sheet 1 of 3 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 7730.2 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using threshold item #4 meet water infiltration requirements for 8. Inswing configurations and outswing configurations using threshold item #5 do not meet the water infiltration requirements for the "HVHZ" and shall be installed only in non- habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees." 9. See drawing FL- 7730.2 for size and design pressure limitations. L�� Lyndon F. Schmidt, P.E. FL No. 43409 May 27, 2009 PF1068 Sheet 2 of 3 s • • Supporting Documents A Drawing 1. Drawing No. FL- 7730.2 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt, P.E. B Tests 1. Materials (Fiberglass door skins by Therma -Tru) approval number NOA 06- 0406.11 issued by Miami -Dade BCCO. 2. Materials (Polyurethane foam core) testing per ASTM E84 -00a (ASTM E84 -00 is equivalent to ASTM E84 -04 referenced in the 2007 FBC as evidenced by the comparison evaluation report EQ- E84 -00 -04 signed and sealed by Lyndon F. Schmidt, P.E.) as performed by Omega Point Laboratories and reported in test report 15427 - 107362, signed by William E. Fitch, P.E. 3. Materials (Polyurethane foam core) testing per ASTM D1929- 96(2000)el as performed by Architectural Testing, Inc. and reported in test report ATI 67508.01 - 106 -18, signed by Joseph A. Reed, P.E. 4. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 06- 1031 -1, signed by Wendell W. Haney, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report TEL 06 -1031- 1. Additional product anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma -Tru Corporation is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL No. 43409 May 27, 2009 PF 1068 Sheet 3 of 3 a BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) ECO Window Systems, LLC 745 West 18"' Street Hialeah, FL 33010 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.nov/btuldinocode 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, including the High Velocity Hurricane Zone. DESCRIPTION: o-Guard S II":. 1 i s: r s I ' I g Wei .dow APPROVAL DOCUMENT: Drawing No. W09 -12, titled "Eco -Guard Series -200 Aluminum Horizontal Rolling Window (L.M.I.) ", sheets 1 through 7 of 7, dated 02/24 /2009, last revision #A dated 04 /17/2009 prepared by Al- Farooq Corp., signed & 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 Miami -Dade County Product Control Division. MISSILE IMPACT RAT ING: a and Sm_ all Missile Impact "' LIMITATIONS: Miami Dade County Product Control Approved Shutters Or Protection Devices AreNot Required. 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 submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOANo.09- 0312.08 ° Expiration Date: 05/27/2014 Approval Date: 05/27/2009 Page 1 ECO Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09 -12, titled "Eco -Guard Series -200 Aluminum Horizontal Rolling Window (L.M.I.)' , sheets 1 through 7 of 7, dated 02/24/2009, last revision #A dated 04/17/2009 prepared by Al- Farooq Corp., signed & sealed by Arshad Vigar, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 3. Test reports on.. 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 4. Test reports on: 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 along with marked -up drawings and installation diagram ofXOXaluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 5. Test reports on: I) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 6. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. H A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09- 0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27/2009 E -1 ECO Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 8. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Comparative analysis and Anchor verification calculations and structural analysis, complying with FBC- 2004/2007, sheets G -1 to G -2, CR -1 to CR -27, DC-1, TR -1 to TR -5, Ca -1 to CA -26, GL -1 to GL-3, A -1 to A -4, R -1 to R -3, prepared by Al- Farooq Corporation, dated 03/02/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTMEI300- 02/04. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS I. None. F. STATEMENTS 1. Statement letter of conformance, dated April 28, 2009, signed and sealed by Arshad Vigar, P.E. E -2 A�- y A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09- 0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27/2009 3 1/2" MAX. HEAD /SILL CORNERS 72" WINDOW WIDTH FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 11 oI / t , ;_ ETC__ 1 I I lI of + 1 / I __fir /-, __ ' �{I I I 31 1/4" 32 3/4" EGO -GUARD SERIES -200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. D.L OPG. 35 3/8" VENT WIDTH APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING 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 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 LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, 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 UMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. D.L OPG. 3 1/2" MAX. HEAD /SILL CORNERS III" WINDOW WIDTH 4" 10 10 5/8" MAX. A �{I I I H/S51 CORNERS ,/, = I Lt.t-- � ' -_-1rF_= it I li 1 % '/ _ 1_.11___ 1 1 II II /1 // II II FALSE MUNTINS (SURFACE MAY BE SUED TYPICAL ELEVATIONS 1/8" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE P118 BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 32 3/4" 32 3/4" 0.4 OPG. 36 7/8" VENT WIDTH 1/8" HEAT STREN'D. GLASS .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SIUCONE DOW CORNING 899 GE SCS 2000 GLASS TYPE 'B' GLAZING OPTIONS D.L OPG. L iti!1 6 rn THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: AR5HA0 =OAR CIVIL. FAA PE i 39863 CNN. 3838 APR 2 4 2009 B 1 4 drawing no. W09 -12 sheet I of 7 DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) WINDOW DIMS. A L X/0 REINF. ,,WITH REINF. WINDOW DIMS. A GLASS T Y- �1ASS TYPE 'B' WIDTH HEIGHT INT.( -) EXT.( +) INT.( -) EXT.( +) PIT.( -) 28 -1/2" 80.0 4 70.0 80.0 80.0 90.0 37" 26' 4 70.0 80.0 80.0 90.0 53 -1/8" (3) 8 70.0 80.0 80.0 90.0 74" 80.0 8 70.0 80.0 80.0 90.0 26 -1/2" 80.0 4 70.0 80.0 80.0 90.0 37" 38 -3/8" yr; 4 701Y r_ 90.00. f ,80.0 90.0 53 -1 --(3)-.a. 6 BIG 80,Q 180.0 90.0 74" 80.0 8 70.0 80.0 80.0 90.0 28 -1/2" 80.0 4 70.0 8010 80.0 90.0 37 - 4 .0 60.0'. 80.0 90.0 53 -1/8" I (4)7' 6 70.0 80.0 j 80.0 90.0 74" 80.0 8 70.0 80.0 80.0 90.0 28 -1 /2" 80.0 4 70.0 80.0 80.0 90.0 37" 1.1-1,T3 4 68.9 77.5 80.0 90.0 53 -1/8" 8 70.0 70.0 800_ -90.0_ --7-0-11 80.0 90.0 70.0 70.0 80.0 80.4 --TA-- 90.0 70-0- -- 80.0 - -88.. 90S0 36" 80.0 4 70.0 80.0 80.0 90.0 48" 24" 6 70.0 80.0 80.0 90.0 80" 60.0 6 70.0 80.0 80.0 90.0 72" 60.0 8 70.0 80.0 80.0 90.0 24" 60.0 4 70.0 80.0 80.0 90.0 38" 80.0 4 70.0 80.0 80.0 90.0 48" 38 6 70.0 80.0 80.0 90.0 80' ( 3 6 70.0 80.0 80.0 90.0 72' 80.0 8 70.0 80.0 80.0 90.0 24" 80.0 4 70.0 80.0 80.0 90.0 38" 80.0 4 70.0 80.0 80.0 90.0 48") 6 70.0 80.0 80.0 90.0 80" 6 70.0 80.0 80.0 90.0 72" 8 70.0 80.0 80.0 90.0 24" 4 70.0 80.0 80.0 90.0 36" 4 70.0 80.0 80.0 90.0 48" �) 6 70.0 70.0 80.0 90.0 60" 6 70.0 70.0 80.0 90.0 72" 8 70.0 70.0 80.0 87.6 A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB 4 LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 01117 DESIGN LOAD CAPACITY - PSF ()IQX SIZES) WINDOW DIMS. A L 8/0 REINF. t "TOM REINF. GLASS TYPE 'A' GLASS TYPE '9' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 74" 9 70.0 80.0 80.0 90.0 106 -1/4' 26' ) 12 70.0 80.0 80.0 90.0 111" 12 70.0 80.0 80.0 90.0 74" 38 -3/8° 9 70.0 80.0 80.0 90.0 -1/4° -3/8. (3) 12 70.0 80.0 80.0 90.0 -- }ti""' 12 70.0 80.0 80.0 90.0 74" / 90 -5/8' 9 70.0 80.0 80.0 90.0 106 -1/4" 50-5 /rJ -- (4) J 12 70.0 80.07 80.0 90.0 111 9 70.0 =0 80.0 90.0 74' (5) 9 70.0 70.0 80.0 90.0 106 -1/4" 9) 12 70.0 70.0 80.0 82.8 III" 24" 12 70.0 70.0 80.0 80.4 72" (2) 9 70.0 80.0 80.0 90.0 84" 24' 9 70.0 80.0 80.0 90.0 99" (2) 12 70.0 80.0 80.0 90.0 108' 36" 12 70.0 80.0 80.0 90.0 72" (3) 9 70.0 80.0 80.0 90.0 84" 36" 9 70.0 80.0 80.0 90.0 96" (3) 12 70.0 80.0 80.0 90.0 108" 12 70.0 80.0 60.0 90.0 72" 9 70.0 80.0 60.0 90.0 84" 48' 9 70.0 60.0 60.0 90.0 98" (4) 12 70.0 80.0 80.0 00.0 108" 12 70.0 80.0 80.0 90.0 72' 9 70.0 70.0 80.0 90.0 84" 60' 9 70.0 70.0 80.0 90.0 96' (5) 12 70.0 70.0 80.0 90.0 108" 12 70.0 70.0 80.0 87.8 A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB (1/3W) (1/3W) (1/3W) 1 , GLASS TYPE 'A' OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XOX DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A 11/0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE '9' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 74" 9 70.0 80.0 80.0 90.0 106 -1/4" 26" (3) 12 70.0 80,0 80.0 90.0 111" 12 70.0 80.0 80.0 90.0 74" 38 -3/8° 9 70,0 80.0 80.0 90.0 12 - - 80.0 90.0 106-1/4" (3) 111" 12 - - 80.0 90.0 74" 90 -5/8' 9 70.0 80.0 80.0 90.0 (4) 74'" 9 70.0 70.0 80.0 90.0 (5) 72' - 9 70.0 80.0 80.0 90.0 84" 24" 9 70.0 80.0 80.0 90.0 96" (2) 12 70.0 80.0 80.0 90.0 108" 12 70.0 80.0 80.0 90.0 72" 9 70.0 80.0 80.0 90.0 84" 36" 9 70.0 80.0 80.0 90.0 96" (3) 12 70.0 80.0 80.0 90.0 108" - - 80.0 90.0 72" 9 70.0 80.0 80.0 90.0 84 ") 9 70.0 70.0 80.0 90.0 96" 12 70.0 70.0 80.0 90.0 72" 80" 9 70.0 70.0 80.0 90.0 (5) A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB (1 /4W) 4 (1/2W) (1/48) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. 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 Erglr: AR:AIAD 160A11 FLA. CML C PE 938883 CA.N. 3938 APR 2 4 2009 S 8 I 4 drawing no. W09 -12 sheet 2 of 7 ) 1BY WOOD BUCK a4 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING ,401"r ' O a F Orl'; IP ;' WI a. 4 S 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING Lga MIAMI —DADE COUNTY APPROVED MULLION & MULLON ANCHORS SEE SEPARATE NOA TYP CAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES; WI = 3/8° X 2 -1/4° WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. D 1BY WOOD BUCK N TYPICAL ANCHORS SEE ELEV. FOR SPACING • m X TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHOIIS: ELEV. FOR SPACING 1/4 DIA, TAPCON. BY 'ITN' ( "u =I2O KS, Fy =92 KS) 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 1/4" DIA. TEKS OR SELF DRILLING SCREW (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE Fe = 3000 PSI MIN. MASONRY I'm m 2000 PSI MIN. Engr. ARSHAD HOAR CNL FUL PEI 38883 CAN. 3538 APR 24 2009 Camptylsg w1W the 00 1 0 N 3 0 U 0 a m m a 2 Al 3 C s drawing no. W09 -12 (sheet 3 of 7 1/4" MAX. SHIM 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE STEEL REINFORCING (i AS REDO. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH 1EN n WOOD BUCKS XO LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. I /4" MAX. D.L OPG. TYPICAL ANCHORS SEE OEV. FOR SPACING WOOD WOOD STRUCTUR - SCREEN EXTERIOR STEEL REINFORCING AS REOD. SEE SHEET 2 FOR CAPACITY I BY v WOOD BUCKS XOX LAYOUT MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING •• drawing no. W09 -12 sheet 4 of 7 • TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engc ANSNAVVVIGAR OWL M PE Y 3Bg83 CAN. 3538 APR 2 4 2009 z 0 g z ,0 5 th 0 n C, v a A a S I drawing no. W09 -12 sheet 5 of 7 1.067 3/16" 1. ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /RENAREB I 11)l fa 1111•1 Ili COMP- ANL \W09- 12ECO )I 1 FY201 1 FRAME HEAD 6063-15 - 2.750 2 FY202 I FRAME SILL 6063 -T5 - T____ .715 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 129E S.W. S7 AVE MIAMI, FLORIDA 33174 Il TEL (309)284 -8100 FAX. (308) 282-6978 3.249 .813 500 44 �, 44 ij- >7 �� !4 3 FY203 I SILL TRACK INSERT 6063 -16 - 3- -- O VENT .082 1.434 Bd3 1 4 FY205 AS REOD. MOV. FRAME JAMB 6063 -T6 - . 062 1.718 5 FY101 AS REOD. REED FRAME JAMB 6063 -TB - 12 it STEEL REINFORCING 6 FY104 1/ VENT FIXED MEG. RAIL 6063 -T6 - II 1.140 -d TOP /BOTTOM RAIL 7 FY105 1/ VENT VENT INTERLOCK 6063 -T6 - 8 FY206 1/ VENT JAMB STILE 6063 -18 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063 -T6 - 10 FYI08 AS REOD. GLAZING BEAD 8063 -16 - 2.095 - 1.250 .519 �_ '71J____ 9 11 - AS REOD. REINFORCING BAR STEEL - O 1.140 FRAME 1.810 -- HEAD 12 - AS REOD. REINFORCING BAR STEEL A45 13 FY204 AS RTECD. ADD -ON SILL RISER 6063 -T6 USE AS REDD. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 1.140 .219 I 2.246 .082 1.140 �°-- 1.810 -a' ° -1 1.047 10 GLAZING BEAD 18 FY210 2/ VENT ROLLER PIN Si. STEEL - 17 $B X 1' AS REDO. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. 5115 -t' 1 ki �{ $ ,_, ECO WINDOW SYSTEMS, LLC. 745 WEST 18TH STREET HIALEAH, FL. 33010 TEL (305) 261 -2223 FAX (305) 281 -2539 O - 1.344 - JAMB STILE 19 W23181 AS REOD. RN SEAL W STRIPPING - ULTRAFAB 3 .813 20 03007190 AS RE00. BULB SEAL 0 -LON SCHLEGEL 21 E207 AS RECD. BULB SEAL SANTOPRENE ULTRAFAB 3.878 - .078 1.058 2,801 .500 22 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB -2.063 - 1.250 - 23 - AS REDD. GLASS SPACER SILICONE FRANK LOWS 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 1.140 d .062 �J D 1.340 28 WA2L 2/ WOW. WEEP VALVE PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL 28 FY120 FLUSH FRAME ADAPTER 6063 -18 OPTIONAL L1.344 0 MEETING RAIL pp9!aa'�tl WIEIBM Bub �FJ 0 ' Nod ". ,Ti Prods r �„� ,. 14r...�/ / 2.750 Q FRAME SILL t 1.314 - .250 2.188 ° n E S 1.422 1.202 - .082 .340 r T f ._ .312 .062 Q SILL TRACK e O 1.375 FIXED MTG. RAIL a .500 .. - .187 m �p «� Fl 2.812 .062 - 2.750 2.750 .062 2.812 c < :- -..- .' A.§ o o '--, h Erpr, ARSHAD WAR FL A. N. 3538 3 g APR 4 2009 2.082 769 drawing no. W09 -12 ® NOV. 1 e74 F� 1.687 - FRAME JAMB Qs FIXED II 1�.989a 1,686-.... FRAME JAMB z.81 26 FLUSH FRAME ADAPTER (sheet 6 of 7 VENT TOP /BOTTOM CORNERS FIXED MTG. RAIL CORNER FRAME BOTTOM CORNER Applesearbaids as etesp{tgwtW da Ertgn ARSMAD VIDAR CAA. FLA. PE Y 38883 CAN. 3538 APR 24 2009 Z O � � re O∎ d 0 V g a oo0 %1 5 3 8 8 drawing no. wog -12 sheet 7 of 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, Inc. 10653 N.E. Quaybridge Court Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.aov/buildinacode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami-Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTI eries Aluminum Tube Mullions - L.M.I. j" APPROVAL DOCUMENT: Drawing No. M04 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION 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 renews NOA No. 06-0913.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. Expiration Date: Sep ef-16646, 2014 Approval Date: November 10, 2009 Page 1 E. S. Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL— Farooq Corporations, dated 04 /26/04 and last revised on September 28, 2009 w/ revision "E ", 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, TAS 202 -94 Along with installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04- 0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al— Farooq Corporation, dated 09/01/09, 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). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 21, 2009, signed and sealed by Arshad Viqar, P. E. 2. Laboratory compliance letter for Test Report No.'s FTL -3810, FTL -3819 and FTL -3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June 09, 2003, signed and sealed by Joseph Chan, P E (Submitted under previous NOA 04- 0712.01) G. OTHERS 1. Notice of Acceptance No. 06-0913.05, issued to E. S. Windows, Inc. for their Series "Aluminum Tube Mullions — L.M.I. ", approved on 03/29/07 and exp n 09/16/09. E -1 Jaime ► Gascon, P. ' . Chief, Product Control Division NOA No. 09- 0825.03 Expiration Date:. September 16, 2014 Approval Date: November 10, 2009 N`;hlClki..16'F iite AND CAN'INC USED VAT'H ALL - =� YAP• vED - IMPACT_AN NON- IMPACT RESISTANT PRODUCTS:- RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (WIZ). 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 LSTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED 04 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 REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4, 2411.3.3.3 AND 2328. INSTRUCTIONS' USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI -DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. ST p 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 8 AND ANCHOR CHARTS ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. STEP Il8 0'1111 9 d TYPICAL UI11 r-- GLAZING PRODUCT iry4i - -,timed 4.000 5100 I II IIII II 4 -- -fit 8.000 1�— 2.000 TUBULAR SHAPES ALLOY = 8063 -T6 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Ergr: ANSHAD VICAR OWL FLA PE / 38883 CAN. 3538 OCT 0 1 2009 4.000 0 PRODUCTCENEWBD MAC rpIYmII with the Florida BofdLs Cori: /keep:NM No • Data I41Tami i.,.: Pr '.. ct Control Div itItm z • h 0 0. I_ II.. C? O .'A • 4R ccE .0 Odao 6bi- ALUMINUM TUBE MULLIONS FAX. (305) 624 -7777 EUa v 0 S si mae 15 8.5 °BS BS O S S O a S r • 1 S drawing no. M04 -04 sheet f of 8 —I 1.000 I� 3.000 38 1 X 3 STD. MULLION 6063 -T6 2.000 .125 I- 2.000 —�1 Ed = MIN. EDGE DIST. 1/2' FOR 1/4' DIA. ANCHORS 5/6' FOR 5/16' DIA. ANCHORS ANGLE CLIP 6063 -15 Ed. .336 1 X 3 CUSTOM MULLION 6063 -16 .125 2 X 3 STD. MULLION 6063 -T6 1.000 r_ 4.000 .125 1 X 4 CUSTOM MULLION 6063 -T6 j^- 2.000 —if .125 2 X 4 STD. MULLION 6063 -T6 —.125 5.000 14—z.000 —q 2 X 5 STD. MULLION 6063 -T6 —.125 125 6.000 p- 2.000_ .125 I —4" 2 X 6 STD. MULLION 6063 -T6 —.125 6.000 2.000— ^{ _F.250 14 2 X 6 HEAVY MULLION 6063 —T6 —.250 2. NOTCH OPTIONAL 1/2' TYP. Ed - MIN. EDGE DIST. 1/2' FOR 1/4' DIA. ANCHORS 5/e FOR 5/16' D16. ANCHORS MULLION CLIP 6063 -T6 Ed. NOTCH OPTIONAL Ed o MIN. EDGE DIST. l /2' FOR 1/4' DIA. ANCHORS 5/8' FOR 5/16- DIA. ANCHORS MULLION CLIP 6063 -T6 Engr: ANS•AD NOM Fla PE / 38663 PRODUCT RENEWED CAN. 3636 cxlplyiry with the Florida Doildrlq Coax P.......t..viLmoo No 6"c1n,i oDaio 3y OCT 01 2009 V.iea +n 2 ALUMINUM TUBE MULLIONS FAX. (305) 624 -7777 CC Q C v C S S S 0 S D i u a a E S S S S s S g S S 0 6 A 9. ,a. drawing no. M04 -04 sheet 2 of 8 Natite.", U o v 0 z DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DIMS. 1 X 3 STD. 1 X 4 STD. 1 X 3 CUSTOM I X 4 CUSTOM 2 5 5 STD. 2 5 6 8Th. 2 2 6 HEAVY WINDOW DIMS. 1 X 3 STD. 1 X 4 STD. I X 3 CUSTOM I X 4 CUSTOM 2 2 5 STD. 2 5 6 STD. 2 X 6 HEAVY WINDOW DIMS. 1 2 3 STD. 1 X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 5 STD. 2 5 6 STD. 2 X 6 HEAVY Z kk Z 0 1 0 4 0 t y E 1�1 a 0 yi114 pq 8 L 14n p_ m 4 ;e 6. 4 z 0 0 Z R 4{ W eeelll F 2 X 3 Si T. 2X4 STD. 2 X 3 STD. 2 X 4 STD. 2 5 3 STD. 2 X 4 STD. WIDTH (W) MULL SPAN 140TH (W) MULL SPAN WIDTH (W) MULL SPAN 19 -1/8" 28 -1/2" 30" 37" 42" 48" 54" 60" 66" 72° 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2' 30' 37' 42' 48" 54" 60" 86" 72" 74 -1/4' 74.6 140.9 115.1 150.0 150.0 150.0 150.0 19-1/8" 26 -1/2" 30" 37' 42' 48" 54" 60° 66° 72° 120' - 37.9 27.3 55.3 96.7 146.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 53.8 101.7 83.1 148.6 150.0 150.0 150.0 - 27.3 - 39.9 69.8 105.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 47.5 89.8 73.4 131.3 150.0 150.0 150.0 - 24.1 - 35.3 61.7 93.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 38.5 72.8 59.5 106.4 148.9 150.0 150.0 - - - 28.6 50.0 75.5 138.6 149.6 150.0 150.0 150.0 150.0 150.0 150.0 33.9 64.2 52.4 93.8 131.2 150.0 150.0 - - - 23.2 44.1 66.5 122.3 130.9 150.0 150.0 150.0 150.0 150.0 150.0 29.7 56.1 45.9 82.1 114.8 150.0 150.0 - - - 22.0 38.5 58.2 107.0 , 118.3 150.0 150.0 150.0 150.0 150.0 150.0 26.4 49.9 40.8 72.9 102.1 135.2 150.0 - - - - 34.3 51.8 95.1 104.7 150.0 150.0 150.0 150.0 150.0 150.0 23.8 44.9 36.7 65.6 91.8 121,7 150.0 - - - - 30.8 46.6 85.6 95.2 150.0 146.8 150.0 150.0 150.0 150.0 21.6 40.8 33.4 59.7 83.5 110.6 150.0 - - - - 28.0 42.3 77.8 87.3 140.1 134.6 150.0 150.0 150.0 150.0 - 37.4 30.6 54.7 76.5 101.4 150.0 - - - - 25.7 38.8 71.3 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 80" 66" 72" 50 -5/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8' 28 -1/2" 30' 37" 42" 48' 54" 60" 66" 72" 84" 51.5 110.1 79.5 150.0 150.0 150.0 150.0 19-1/8" 26 -1/2" 30" 37" 42" 48" 54' 60" 66° 72" 132" - 26.5 20.5 41.6 72.7 115.6 150.0 136.2 150.0 150.0 150.0 150.0 150.0 150.0 37.2 79.4 57.4 116.1 150.0 150.0 150.0 - 20.5 - 30.0 52.5 83.4 150.0 120.3 150.0 150.0 150.0 150.0 150.0 150.0 32.8 70.2 50.7 102.8 143.5 150.0 150.0 - - - 26.5 , 46.3 73.7 135.4 97.6 150.0 150.0 150.0 150.0 150.0 150.0 26.6 56.9 41.1 83.2 116.4 150.0 150.0 - - - 21.5 37.6 59.7 109.8 1 1 85.9 138.0 132.6 150.0 150.0 150.0 150.0 23.4 50.1 38.2 73.3 102.5 135.8 150.0 - - - - 33.1 52.6 96.7 ALUMINUM TUBE MULLIONS ]I r ES. WINDOWS, LLC • 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 624 -7775 FAX. (305) 624 -7777 75.2 120.8 116.0 150.0 150.0 150.0 150.0 20.5 43.9 31.7 64.1 89.7 118.8 150.0 - - - - 29.0 45.1 84.8 66.8 107.3 103.1 150.0 150.0 150.0 150.0 - 39.0 28.2 57.0 79.7 105.6 150.0 - - - - 25.7 40.9 75.2 60.2 98.6 92.8 141.2 150.0 150.0 150.0 - 35.1 25.3 51.3 71.8 95.1 150.0 - - - - 23.2 36.8 67.7 54.7 87.8 84.4 128.4 150.0 150.0 150.0 - 31.9 23.0 46.6 65.2 86.4 150.0 - - - - 21.1 33.5 61.5 50.1 80.5 77.3 117.7 150.0 4 150.0 150.0 - 29.2 21.1 42.7 59.8 79.2 145.6 - - - - - 30.7 56.4 19 -1/8" 26 -1/2" 30" 37' 42" 46" 54' 60" 66" 72' 58" 143.8 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 66' 72' 96' 34.5 74.0 53.3 108.1 150.0 150.0 150.0 19 -1/5" 26 -1/2" 30" 37" 42° 48" 54" 60" 86" 72" 144" - 21.9 - 32.0 56.0 89.0 150.0 103.8 150.0 150.0 150.0 150.0 150.0 150.0 24.9 53.4 38.4 76.0 124.4 150.0 150.0 - - - 23.1 40.4 84.3 118.0 91.7 147.2 141.4 150.0 150.0 150.0 150.0 22.0 47.2 34.0 68.9 109.9 145.6 150.0 - - - 20.4 35.7 56.8 104.3 74.3 119.3 114.7 150.0 150.0 150.0 150.0 - 38.2 27.5 55.9 89.1 118.0 150.0 - - - - 28.9 46.0 84.5 65.5 105.1 101.0 150.0 150.0 150.0 150.0 - 33.7 24.3 49.2 78.5 104.0 150.0 - - - - 25.5 40.5 74.5 57.3 92.0 88.4 134.5 150.0 150.0 150.0 - 29.5 21.2 43.1 68.7 91.0 150.0 - - - - 22.3 35.5 65.2 50.9 81.8 78.6 119.5 150.0 150.0 150.0 - 26.2 - 38.3 61.0 80.9 148.6 - - - - - 31.5 57.9 45.8 73.6 70.7 107.6 150.0 150.0 150.0 - 23.6 - 34.4 54.9 72.8 133.7 - - - - - 28.4 52.1 41.7 66.9 64.3 97.8 136.8 150.0 150.0 - 21.4 - 31.3 49.9 86.2 121.6 - - - - - 25.8 47.4 38.2 61.3 58.9 89.6 125.4 150.0 150.0 - - - 28.7 45.8 80.7 111.5 - - - - - 23.6 43.4 1 1 18 -1/8" 28 -1/2" 30' 37" 42" 48" 54' 60" 66" 72' 83" 121.9 150.0 150.0 150.0 150.0 150.0 150.0 19 -1 /8" 26 -1/2" 30' 37" 42" 48" 54" 60" 66" 72' 108" 24.2 51.9 37.4 75.9 132.7 150.0 150.0 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE SHAPE HORIZONTAL MULLION description NO CHANCE DOS SHEET UPDATED FOR 2000 FOC SMART REV. UPDATED FOR 2007 FOC � I 86.0 141.2 135.7 150.0 150.0 150.0 150.0 - 37.5 27.0 54.8 95.8 130.2 150.0 77.7 124.8 119.9 150.0 150.0 150.0 150.0 - 33.1 23.9 48.4 84.6 115.0 150.0 53.0 101.2 97.2 147.9 150.0 150.0 150.0 - - 28.9 23.7 - - 39.2 34.6 88.8 60.4 93.3 82.2 150.0 150.0 %� GLAZING PRODUCT ,„N 9c GLAZING PRODUCT �ATIC0.L MUWINI GLAZING PRODUCT t zd 55.5 89.1 85.6 130.3 150.0 150.0 150.0 48.8 43.2 78.0 69.3 74.9 68.6 114.0 101.3 150.0 141.8 150.0 150.0 150.0 150.0 - - 20.7 - - - 30.2 26.9 52.9 47.0 71.9 63.9 132.1 117.4 r3 GLAZING PRODUCT GLAZING PRODUCT 38.8 62.4 59.9 912 127.6 150.0 150.0 - - - 24.2 42.3 57.5 105.7 35.3 56.7 54.5 82.9 118.0 150.0 150.0 - - - 22.0 38.5 52.3 98.1 x 32.4 52.0 49.9 76.0 108.3 140.8 150.0 - - - 20.2 35.7 47.8 88.1 ALL LOADS ARE EXT.(+) /INT.( -). E E 8 8 ffi 8 g WI 52 MULLION SPAN < m c W NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 11 8 I � 11 6 -.- 0 S (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS &tar: ARSHAD VICAR Can M 38803 PRODUCT OCT 01 2009 RUNEWED acranlyin5 with the Flonda ANCHORS TYPE 'D' AND 'E' APPLICABLE TO WI + W2 WIDTH W 2 ", � giit, oa I drawing no. l M04-04 4 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULUONS. MULLIONS 2o14 aI adeFroduct ,;vision Si SC g fl DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19-1/8" 150.0 150.0 150.0 150.0 150.0 26 -1/2' 150.0 150.0 150.0 150.0 150.0 30" 143.1 150.0 150.0 150.0 150.0 37" 116.0 150.0 150.0 150.0 150.0 42' 102.2 150.0 132.9 150.0 150.0 48" 38 -3/8' 89.4 150.0 116.3 150.0 150.0 54' 79.5 147.3 103.4 150.0 150.0 80' 71.5 132.6 93.1 150.0 150.0 66" 65.0 120.5 84.6 150.0 150.0 72' 59.6 110.5 77.6 150.0 150.0 19 -1/8" 150.0 150.0 150.0 150.0 150.0 28 -1/2' 122.8 150.0 150.0 150.0 150.0 30" 108.5 150.0 141.1 150.0 150.0 37" 87.9 150.0 114.4 150.0 150.0 42' 77.5 143.6 100.8 150.0 150.0 48' 50 -5/8' 67.8 125.6 882 150.0 150.0 54" 60.3 111.7 78.4 150.0 150.0 60" 54.2 100.5 70.5 141.1 150.0 66" 49.3 91.4 64.1 128.3 150.0 72' 45.2 83.8 58.8 117.6 147.0 19 -1/8" 148.5 150.0 150.0 150.0 150.0 26 -1/2" 107.2 150.0 139.4 150.0 150.0 30" 94.7 150.0 123.1 150.0 150.0 37" 76.8 142.3 99.8 150.0 150.0 42' 67.6 125.3 88.0 150.0 150.0 48" 58" 59.2 109.7 77.0 150.0 150.0 54" 52.6 97.5 68.4 136.8 150.0 60" 47.3 87.7 61.6 123.1 150.0 68' 43.0 79.7 58.0 111.9 139.9 72" 39.4 73.1 51.3 102.6 128.3 19-1/8" 138.7 150.0 150.0 150.0 150.0 28-1/2" 98.7 150.0 128.3 150.0 150.0 30' 87.2 150.0 113.4 150.0 150.0 37" 70.7 131.0 91.9 150.0 150.0 42" 82.3 115.4 81.0 150.0 150.0 48" 6S' 54.5 101.0 70.9 141.7 150.0 54" 48.4 89.7 63.0 128.0 150.0 60' 43.6 80.8 56.7 113.4 141.7 86" 39.8 73.4 51.5 103.1 128.8 72" 36.3 67.3 47.2 94.5 118.1 9N., DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19-1/8" 116.0 150.0 150.0 150.0 1 50.0 26-1/2' 83.7 150.0 108.9 150.0 150.0 30" 74.0 137.1 98.2 150.0 150.0 37° 60.0 111.1 78.0 150.0 150.0 42" 52.8 97.9 68.7 137.4 150.0 46" 74 -1/4" 46.2 85.7 60.1 120.2 150.0 54' 41.1 76.1 53.4 106.9 133.6 60" 37.0 68.5 48.1 98.2 120.2 66" 33.6 62.3 43.7 87.4 109.3 72" 30.8 57.1 40.1 80.2 100.2 19 -1/8" 102.5 150.0 133.4 150.0 150.0 26-1/2" 74.0 137.1 96.3 150.0 150.0 30' 85.4 121.1 85.0 150.0 150.0 37" 53.0 98.2 68.9 137.9 150.0 42" 46.7 86.5 60.7 121.5 150.0 48" 84" 40.9 75.7 53.1 108.3 132.9 54" 36.3 67.3 47.2 94.5 118.1 60" 32.7 60.6 42.5 85.0 106.3 66' 29.7 55.1 38.6 77.3 96.8 72" 27.2 50.5 35.4 70.9 88.6 19-1/8" 89.7 150.0 116.7 150.0 150.0 26 -1/2" 64.8 120.0 84.2 150.0 150.0 30" 57.2 106.0 74.4 148.8 150.0 37" 46.4 85.9 60.3 120.6 150.0 42" 40.9 75.7 53.1 106.3 132.9 48" 96' 35.8 68.3 46.5 93.0 116.3 54" 31.8 58.9 41.3 82.7 103.3 60" 28.8 53.0 37.2 74.4 93.0 86" 26.0 48.2 33.8 67.6 84.5 72" 23.8 44.2 31.0 62.0 77.5 19-1/8" 79.8 147.8 103.7 150.0 150.0 26 -1/2" 57.6 106.7 74.9 149.7 150.0 30" 50.8 94.2 86.1 132.3 150.0 37° 41.2 78.4 53.8 107.2 134.1 42" 36.3 67.3 47.2 94.5 118.1 48" 108' 31.8 58.9 41.3 82.7 103.3 54" 28.2 52.3 38.7 73.5 91.9 80" 25.4 47.1 33.1 66.1 82.7 86" 23.1 42.8 30.1 80.1 75.2 72" 21.2 39.3 27.6 55.1 68.9 ALL LOADS ARE E XT. ( +) /INT.( -). NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE D' AND 'E' APPLICABLE TO 4 ", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', B. AND 'C' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (9) MULL SPAN A B C D E 19-1/8" 71.8 133.0 93.4 150.0 1 50.0 26 -1/2" 51.8 96.0 67.4 134.6 150.0 30" 45.8 84.8 59.5 119.0 148.8 37" 37.1 68.8 48.3 96.5 120.6 42" 32.7 60.6 42.5 85.0 108.3 48' 120' 28.6 53.0 37.2 74.4 93.0 54" 25.4 47.1 33.1 66.1 82.7 60' 22.9 42.4 29.8 59.5 74.4 66" 20.8 38.5 27.1 54.1 67.6 72" - 35.3 24.8 49.6 62.0 19 -1/8° 65.3 120.9 84.9 150.0 150.0 26 -1/2" 47.1 87.3 61.3 122.5 150.0 30" 41.6 77.1 54.1 108.2 135.3 37" 33.7 62.5 43.9 87.7 109.7 42" 29.7 55.1 38.6 77.3 96.6 48" 132" 26.0 48.2 33.8 87.6 84.5 54' 23.1 42.8 30.1 60.1 75.2 60" 20.8 38.5 27.1 54.1 67.8 66" - 35.0 24.6 49.2 61.5 72" - 32.1 22.5 45.1 56.4 19- 1/8" 59.8 110.6 77.8 150.0 150.0 26 -1/2" 43.2 80.0 56.2 112.3 140.4 30' 38.1 70.7 49.6 99.2 124.0 37" 30.9 57.3 40.2 80.4 100.5 42" 27.2 50.5 35.4 70.9 88.6 48' 144" 23.8 44.2 31.0 62.0 77.5 54° 21.2 39.3 27.6 55.1 68.9 60' - 35.3 24.8 49.6 62.0 66' - 32.1 22.5 45.1 58.4 72° - 29.4 20.7 41.3 51.7 ANCHORS TYPE AB,CA OR E Wt ANCHORS A.8.C.D OR E W2 TYPICAL ULLION ARRANGEMENTS WIDTH (W) WI + 60 2 ANCHORS TYPE ASCU OR E HORIZONTAL MULUON ARCHES TO HE INSCRIBED INSIDE RECTANGULAR SHAPE PR0DUCT VERTICAL " MULUON MULLION GLAZING GLAZING PRODUCT PRODUCT ■ Wt ANCHORS A.8.C.D OR E W2 TYPICAL ULLION ARRANGEMENTS WIDTH (W) WI + 60 2 ANCHORS TYPE ASCU OR E HORIZONTAL MULUON ARCHES TO HE INSCRIBED INSIDE RECTANGULAR SHAPE PR0DUCT 8 GLAZING PRODUCT \ILIrCHOR AR 81 GLAZING PRODUCT 3 ANCHORS Ae.C.0 OR E MULLION SPAN Env: ARC ROAR FL PE / 38863 "R IT CDUCT NEWED GA N. 3538 N comPl7s S WAIL Om Flotido 3uil'?:.1 Vficral D+,,, Product Control ?itdsion ot6 54 Z y$ @� Q � FI cc 2g 4 co 06 0 r 0 R 0440 ALUMINUM TUBE MULLIONS 8 a 0 3 4 B B B B B 8 s R 6 8 drawing no. M04 -04 sheet 4 of 8 No/A.1%0p Ed. 1/4" DIA ULTRACONS 2 PER CUP (1 ON EACH WING) Ed. 1BY WOOD BUCK 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) 1/4" DIA. ULTRACONS 1 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL #14 SUS 1 -3/4' O.C. MIN. 2 PER ANGLE II II II II u u I I 1 I I 1/4" DIA. ULTRACONS 1 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE 2BY WOOD BUCK OR WOOD STRUCTURE ALTERNATE ANCHOR LOCATION II II II II ILJI II II 11 11 II II FLOATING CLIP SNUG FIT INSIDE MULL ANCHORS TYPE 'A' #14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE II II II II II II II II U u I I I 1 252X 1/8' ALUM ANGLE E 2 1/4" 1: MIN 11 MIN. 1/4" DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) 1 BY WOOD BUCK Ed. 1' MIN. II 11 IIII II h II h ILJI II II 1/4" DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) 1/4" DR. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1' 1 -3/8" BLOCK 2 -1/2' 1 -1/4" CONCRETE 2-1/2" 1 -1/2" AU. CUPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 2 BY WOOD BUCK II II II II II 1I I,-JI II II J I I 1/4" DIA ULTRACONS 2 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL /14 SUS 1 -3/4' O.C. MIN. 2 PER ANGLE • 11 II U U I I I I 1/4" DIA ULTRACONS 2 PER ANGLE 2 X 2 X 1/8° ALUM ANGLE �� ■IIw i1 nu- FLOATING CUP SNUG FIT INSIDE MULL ANCHORS TYPE '8' #14 SUS 1 -3/4" O.C. MIN. 2 PER ANGLE Engr. ARSHAD ROAR ORE RA. PE / 38863 CAN. 3538 OCT n 1 2009 II II II II II II U u I 1 I 1 I I 282 X 1/8' ALUM ANGLE PRODUCT RENEWED as complying with the Florida Bccdi d Cada By Nuni Division • tiu u 0 go g O d CL OG O� "w me ALUMINUM TUBE MULLIONS O g ,oi ma oS S V s V B °ca V a • u drawing no. M04 -04 sheet of 8 sheet 6af 8 ) 1/4" DIA. ULTRACONS Ed. 2 PER CUP (1 ON EACH WING) a 1/4' DIA. ULTRACONS I PER ANGLE 1/4' DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) 1/4' DIA. ULTRACONS 2 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL 114 SMS 1 -3/4' O.C. MIN. 2 PER ANGLE Ed ALTERNATE ANCHOR LOCATION 1/4' DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'C' 252 x 1/8' ALUM ANGLE 2 S 2 S 1/8' ALUM ANGLE 1/4 DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed.. MIN. EDGE GIST. MIN. EMBEDMENT WOOD 1' 1 -3/8' BLOCK 2 -1/2' 1-1/4" CONCRETE 2 -1/2' 1 -1/2' FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 4 PER ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE '0' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI - RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Erigr. ARSIIAD VICAR CIVIL FLA. PEI 38883 CAN. 3538 OCT 0S2009 PBOE'JCT RE!<a4!F.0 Ar Cry; �y ng VIII. lUn ticmda P.nzPtaCA r NO '145017,3, •! Miami Pmdu+3Cwtro1 Die 'skin ALUMINUM TUBE MULLIONS v 2 z O n 6 B 8 % m 0 a B B B B B B S S 0 c 8 drawing no. M044 -04 5/1B' DIN. ULTRACONS Ed. 4 PER CUP (2 ON EACH WING) 5/16" DIA. ULTRACONS 2 PER ANGLE FLOATING CUP SNUG FR INSIDE MULL #14 SMS 4 PER ANGLE 2 x 2 0 1/8" II I ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4 °, 5" AND 6° TUBE MULLIONS 5/1B" DIA. ULTRACONS BY •ELCO• ULTRACONS MAY BE HER OR FIAT HEAD SUBSTRATE Ed. ■ MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2 -1/2° 1 -3/4" AU. CLIPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALNAU- RESISTANT COATINGS. SUCH AS BRUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. Engr. ARSHAD HOAR FLA. PEEII 38843 C.N.N. 3539 OCt 01 2009 1ITODIJCT tILN VED w c, :r.p!yc:3 nl: tic Ftnnda rIGf II 5 Cc•:.s 3csxp: 01 N T 411k - By Mivan P •- CO¢On L1iV On z o Rg 08 Og O a 0. 436.0 43� m dl g 4512P v 0 0 3 ALUMINUM TUBE MULLIONS 0 U v 8 P 1 ffi a B c> 0 V 8 88 8 d 8 B S C El Fi yb I 8 I drawing no. M04 -04 sheet 7 of 8 ) #14 SMS SEE CHART FOR QUANTITIES TUBE MULLION 810 FH SMS 2/ SIDE I/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE TUBE MULUON 814 FH SMS 1 -1/2" O.C. MIN. SEE CHART FOR QUANTITIES THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION q� A . 810 FH SMS 2 PER CLIP 1" O.C. MIN. 1 -3/4" X 2" X 1/8" (FOR 2BY TUBE) 3/4" X 2" X 1/8" FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHOR DETAIL I1 METAL TO METAL CONNECTION 814 SMS SUBSTRATE Ed. = MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM S /8" 1/2" ANCHOR NO. OF CHART SCREWS TYPE A 2 TYPE B 3 TYPE C 2 TYPED 4 TYPE E 4 Env: ARSHAD SOAR DIAL FLA. PE 8 38863 C.A.N. 3038 (CT 01 2009 PRODUCT RENEWED as yinsWit 1120 Flori BteditIZ de da AcmpumooNo Expiation BY Miami Dade Product Conan) ,,,inn 0 3 2 ALUMINUM TUBE MULLIONS JI 8 S 6 2 B 8 8 8 S O C tol.t. 04 -26 -04 I B drowing no. M04 -04 Sheet a of 8 MIAMI -DARE COUNTY. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Window Systems, LLC. 745 W 18 Street Hialeah, FL 33010 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buftdingcode 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 ART (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. DESCRIPTIOIi_ ECG Guard Series -100 Aluminum Single-`Hung Wm�ow APPROVAL DOCUMENT: Drawing No. W09 -08, titled "ECO -Guard Series -100 Aluminum Single Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with no revision, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION 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 pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. O No 09 -0224 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 Page 1 ECO Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -08, titled "ECO -Guard Series -100 Aluminum Single Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with no revision, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 08- 2166A, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No HETI- 08- 2166C, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of a 53 -1/4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2168, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS.201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with installation diagram of a 53 -1/4" wide x 76 -1/4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2170, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. E -1 3/07 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09 -0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 ECO Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 02/20/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of compliance, prepared by Al- Farooq Corporation, dated February 20, 2009, signed and sealed by Humayoun Farooq, P.E. 2. No financial interest letter, prepared by Al- Farooq Corporation, dated February 20, 2009, signed and sealed by Humayoun Farooq, P.E. Carl s Utrera, P.E. Product Control Examiner NOA No. 09- 0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 E -2 sheet 1 of 6 ) FALSE MUNTINS (SURFACE APPLIED) OPTIONAL ECO —GUARD SERIES -100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 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 LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, 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 UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. D.L.O. (FIX. UTE) 12" MAX. l HEAD I 1 1 — _ ,, 'I - il I II _= == _ =11 I I/ II = =- II II II I B II II II II )4i II 21' II II II II IF-- A I, I I I II I I 41' I 11 I I II NO ANCHORS AT SILL 47 3 /B' D.LO. (VENT) 50 3/16' VENT WIDTH EQUAL LITES FALSE MUNTINS (SURFACE APPLIED) OPTIONAL TYPICAL ELEVATIONS TESTED UNITS D.L.O. (FIX. UTE) 12" MAX. I HEAD I I I --..--1=--- I � II II )4i II 21' II II II II IF-- A I, I I II NO ANCHORS AT 47 3/8" SILL UNEQUAL LITES (ORIEL TYPE) HESE -SOWS ARE RATED FOR LARGE_ T TILE iRTI'nc. . iF ^�1-r {ZS�9.F N(1+F>f7F[]NIOFn ,� I Engr: DR. HUTA4YOUN FAR000 SIRUCTIIRES FLA. PE Y 16557 CAN. 3536 AWS4wtas isPoYwl Oro Cab 8 i 1 0 v 1 drawing no. W09 -08 j EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE '8' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) %6" 75.0 90.0 79.0 90.0 7a' 75.0 90.0 75.0 90.0 26 -1/2" 75.0 90.0 75.0 90.0 32" 26 75.0 90.0 75.0 90.0 37" (3) 75.0 90.0 75.0 90.0 40' 75.0 90.0 75.0 90.0 48" 75.0 90.0 75.0 90.0 53 -1/8" 75.0 90.0 75.0 90,0 19 -1/6" 79.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 90.0 28 -1/2' 75.0 90.0 75.0 90.0 32" " 75.0 90 0 75.0 90.0 37" (3) 79.0 9 75.0 90.0 40" 75.0 90.0 75.0 90.0 48" 75.0 90.0 75.0 90.0 53 -1/8" 79.0 90.0 79.0 90.0 19 -1/8" 75.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 90.0 26 -1/2" 75.0 90.0 75.0 90.0 32" 90 -5/6" 75.0 90.0 75.0 90.0 37" (4) 75.0 90.0 75.0 90.0 40" 75.0 90.0 75.0 80.0 48" 75.0 90.0 75.0 90.0 53 -1/8" 75.0 90.0 75.0 90.0 19 -1/8" 75.0 90.0 75.0 90.0 24° 75.0 90.0 75.0 90.0 26 -1/2" 75.0 90.0 75.0 90.0 32" 63' 75.0 90.0 75.0 90.0 37' (5) 75.0 90.0 75.0 90.0 40" 75.0 90.0 75.0 90.0 48" 75.0 90.0 75.0 90.0 53 -1/8" 75.0 90.0 75.0 90.0 19 -1/8" 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0 26 -1/2" 75.0 90.0 75.0 90.0 32" 76" 75.0 90.0 75.0 90.0 37" (8) 75.0 90.0 75.0 90.0 40' 75.0 90.0 75.0 90.0 48" 75.0 90.0 75.0 90.0 53 -1/8" 75.0 90.0 75.0 90.0 WIDTH EQUAL LITES UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.( +) 1NT.(-) EXT.( +) 1NT.( -) 19 -1/8" 75.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 90.0 28 -1/2" 75.0 90.0 75.0 90.0 32' 90-5/8" 75.0 90.0 75.0 90.0 37" (4) 75.0 90.0 750 90.0 40" 75.0 90.0 75.0 90.0 48" 75.0 90.0 75.0 90.0 53 -1/8" 79.0 90.0 75.0 90.0 19 -1 /8" 75.0 90.0 75.0 90.0 24" 75.0 90.0 79.0 90.0 28 -1/2' 75.0 90.0 75.0 90.0 32" 63" 75.0 90.0 75.0 90.0 37" (5) 75.0 90.0 75.0 90.0 40' 75.0 90.0 75.0 90.0 48" - - 75.0 90.0 53 -1/8" - - 75.0 90.0 19 -1/8" 75.0 90.0 75.0 90.0 24" 75.0 90.0 79.0. 90.0 26 -1/2" 75.0 90.0 75.0 90.0 32" 76" 75.0 90.0 75.0 90.0 37" (6) - - 75.0 90.0 40" - - 75.0 90.0 48" - - 75.0 90.0 53 -1/8" - - 75.0 90.0 1/8" HEAT STREN'D. GLASS ty 3/18" HEAT STREN'D. GLASS .090" INTERLIYER ® .090" INTERLAYER BUTACITE PVB BY 'DUPO BUTACITE PVB BY 'DUPONT 1/8" HEAT STREN'D. 3/16" HEAT STREN'O. GLASS SILICONE DOW 899 2 2 SILICONE DOW 899 \ GLASS TYPE ' GLAZING OPTION$ GLASS TYPE 'B' WIDTH UNEQUAL LITES (ORIEL TYPE) 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 RI EGO-GUARD SERIES -100 ALUM 0 a I A drawing no. W09 -08 sheet 2 of 6 /. / UNEQUAL LITES (ORIEL TYPE) 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 RI EGO-GUARD SERIES -100 ALUM 0 a I A drawing no. W09 -08 sheet 2 of 6 1BY WOOD BUCK 44 4 °e 4 a 2 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 fel I® 0 CD F k W 0 0 0 N 0 o ° METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING h SEALANT: MIAMI -DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 OR WOOD S O BUCK RE TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. DTr'AT 46/11111EANClifilISE ELEV. FOR SPACING altil47-D IA. TAPCON (Fu -120 KST. Fy >92 KS) INTO 28Y WOOD BUCKS R WOOD STRUCTURES 1 -1/2" 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 -1/2" MIN. EMBED INTO CONC. OR MASONRY 1 /4° DIA. TEKS OR SELF DRILLING SCREWS (GRADE s CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 814 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE PC = 3000 PSI MIN. MASONRY Fm = 2000 PSI MIN. ALL JOINTS AND FRAME CONNECTIONS SEALED WI JOINT SEALER. Engl.: OR. HUMAYOUN FAR000 FUSTR 10597 CAN. 1538 9 V 1 9 1 a6 i I drawing no. W09 -08 [sheet 3 of 6 MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM 9 PART # REGD. DESCRIPTION 14ATERVJ. YANF. /SUPPLIER /REMARKS 1 1111101 - 1 FRA4IE HEAD 8083 -16 - 2 FY115 1 FRAME 911 6083 -T6 - 3 FY103 2 FR/WE JAMS 6063 -T6 - 4 111104 1 FOLED 1110. RAIL 8083 -T8 - 5 *1105 1 VENT TOP RAIL 6083 -18 - 6 FY114 1 VENT BOTTOM RAIL 6063 -T6 - 7 F1107 2 VENT 9011 640. 6063 -T6 - 8 111108 AS 800. GLAZING BEAD (5/18' LAM. GLASS) 8083 -T6 - 64 FY109 45 ROD. GLAZING BEAD (7/18' LAN. 111455) 8063 -TB - 9 1111116 2/11E81 SASH 510? 6063 -15 - 12 51.203? 2/VENT SWEEP LATCH. Al 12-1/2" FROM ENDS ZAMAI< SULLIVAN & ASSOC. 124 a8 N 5/8' 2/ LATCH LATCH INST. SCREWS 5T. STEEL FH SMS 14 B8 K 1' 43 REGD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 144 S8 11 3/8" 2/ VENT 801TOM RAIL ASSEMBLY SCREWS CRS PH 5145 15 11207 AS RE00. 8017044 RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB 16 11203 AS 81100. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 18 623181 45 RE00. 1184 5141 W'STRIPPWG - ULTRAFAB 19 47117 4/ VENT SASH GUIDE CELCON 14&41 PLASTICS 194 /6 0 3/8' 1/ 01110E SASH GUIDE 8151. SCREW CRS ON 5045 TYPE B 20 11210 2/911147 SASH BALANCE - SUPERBOOST BY 951 204 ®8 X 5/8" 1/ BALANCE BALANCE INST. SCREW - P 111 5415 21 - AS REGD. GLASS SPACER SILICONE FRANK LOWS 22 - 1 5/16" 1100 SCREEN - OPTIONAL 23 111120 - FLUSH FRAYS ADAPTER 8083 -T8 OPTIONAL TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAIL. 1/4" YA%. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR ,SPACING L EXTERIOR FEB 2 9 2009 drawing no. W09 -08 sheet of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MW1A1 -DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engn OR. HUMAYOUN FAR000 FLA. FEE 0557 ' CAN. 3538 7 7 eia 8 to 8 a. 0 S N drawing no. W09 -08 [sheet 6of 6 I BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA R. C. Aluminum Industries, Inc. 2805 NW 75th Ave Miami, FL 33122 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.gov /buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTIO i n rance Do. • , nso--- mM� identes - L M APPROVAL DOCUMENT: Drawing No. W04 -37, titled "Series RD45 Alum Entrance Door (L.M.I.) ", sheets 1 through 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by Al-Farooq Corporation, 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 County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: 1. Load bearing shim required. 2. Max %" shim allowed for installation in steel substrate. 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 renews NOA No. 08-0613.07 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 Jaime D. Gascon, P. E. MIAMIoADE CouNTY ` No-044630.07 z Expiration ate August Approval Date: August 05, 2009 Page 1 ■11 r R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -37, titled "Series RD45 Alum Entrance Door (L.M.I.) ", sheets 1 through 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by Al Farooq Corporation, signed and sealed by Arshad Vigar, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FM-5390 dated February 18, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0613.07) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s). FTL -4154, dated March 24, 2004, FTL -4155, dated March 30, 2004 and FTL-4166, dated March 31, 2004, signed and sealed by Edmund() Largaespada, P. E. (Submitted under previous NOA No. 04-0608.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2004/ 2007, prepared by Al- Farooq Corporation, dated May 29, 2008 and last revised on July 14, 2008, signed and sealed by Dr. Humayoun Farooq, P. E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Jaime D. Gascon, ' E. Chief, Product Control Division NOA No. 09-0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 2. Statement letter of no financial interest, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 3. Statement letter of changes, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 4. Laboratory compliance letter for Test Report No. FTL -5390, issued by Fenestration Testing Laboratory, Inc., dated February 18, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0613.07) 5. Laboratory compliance letter for Test Report No.'s FTL -4154, FTL -4155 and FTL- 4166, issued by Fenestration Testing Laboratory, Inc., dated February 18, 2008, March 30, 2004 and March 31, 2004, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04-0608.03) G. OTHERS 1. Notice of Acceptance No. 08-0613.07, issued to R. C. Aluminum Industries, Inc. for their Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites — approved on 09/04/08 and expiring on 08/19/09. Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 E -2 39 3/8' MAX. FRAME WIDTH 75 3/8' MAX 4 1/2" MAX. HEAD /SILL CORNERS So RI 4 ZJ 0 SURFACE APPLIED FALSE MUNTINS MAY BE USED SURFACE APPLIED FALSE MUNTINS MAY BE USED D.L OPG. __3& 4' MAX. DULL SERIES RD45 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE ABOVE. SINGLE (0 /X) AND DOUBLE (0 /XX) LEAF DOORS WITH TRANSOMS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. 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 LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 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 REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. (XX) 8 I + N ABOVE t1.ER) - A(1 O paw c THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 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 Ems: ARSHAD MAR 43 CAAL FLA. C N 3538 MAY 0 6 2009 0 c S B E S s S S Mliwd lY•-•4nn a S B u A drawing no. W04 -37 sheet I of 10 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE ENTRANCE D008S WITH TRANSOMS DOOR GLASS TYPE GLASS TYPE WIDTH -91 WIDTH -W2 HEIGHT-A 'A' "B' INCHES INCHES INCHES EXT.( +) /INT.( -) EXT.( +) /NT.(-) 24 80.0 80.0 63 -3/8 30 80.0 80.0 37 -5/8 60.0 80.0 43 -5/8 60.0 60.0 81-5/8 24 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5 /8 80.0 80.0 24 80.0 60.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 83-3/8 30 80.0 80.0 37 -5/8 80.0 80.0 43 -5/8 80.0 80.0 24 85 -5/8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 60.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 83 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 43 -5/8 80.0 80.0 91 -5/8 24 80.0 80.0 89 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 63-3/8 30 80.0 80.0 37 -5/8 80.0 80.0 43 -5/8 80.0 80.0 24 97 -5/8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5 /8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 39 3/8' MAX. FRAME WIDTH 33 3/8' D.L. OPG. 75 3/8' MAX. FRAME WIDTH 69 3/8' D.L. OPG. 12" MAX. 4" MAX. 12° MAX. HEAD /SILL HEAD /SILL HEAD /SILL CORNERS 4" MAX. HEAD /SILL CORNERS SURFACE APPLIED FALSE MUNTINS MAY BE USED SURFACE APPLIED FALSE MUNTINS MAY HE USED 25 11 /16° r� D.L OPG. LEAF WIDTH (O /X) 25 11/16" D.L. OPG. 72" MAX. DOOR OPNG. WIDTH (O /XX) WI (SINGLE DOOR FRAME WIDTH) = it + t -s/8' drawing no. W04 -37 (sheet 2 of 10) DESIGN LOAD CAPACITY - PSF SIDELITES — % GIOAS TYPE SIDELITE WIDTH FRAME HEIGHT( ,D INCHES INCHES EXT. 4 /INT.( -) 36 -1/4 80.0 ..-- 38 -55 /I I II n i 80.0 x21 =1" /( j 80.0 43 -1/4 - \ _ 1 . 80.0 36 -1/4 \ \ // \ // / /// // // I // 80.0 38 -5/8 85 -5/8 80.0 41 -1/4 80.0 36 -1/4 80.0 38-5/8 81 -5/8 80.0 36 -1/4 97 -5/8 80.0 2 1/4" MAX. HEAD /SILL CORNERS SIDELITE WIDTH MAX. SEE CHART AT LEFT 2 1/2" 2 1/2" r FRAME HEIGHT 91 5/8' i1 II /I II 1! / \ [.. _ Vil- II // // �/ O I I I II n i d Ak D.L OPG. C - -- ____L___ - \ _ 1 . ,II / II / / \ \ \Jt.__ `I` ' - -aF WA SURFACE APPLIED FALSE MUNTINS MAY BE USED NOTE: FOR DOORS CAPACITY SEE SHEET 1 (MAX. DOOR FRAME WIDTH = 75 -3/8" MAX. DOOR FRAME HEIGHT = 97 -5/8 ") FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOORS OR SIDEUTE CHART WILL APPLY TO ENTIRE SYSTEM. D.L OPG. (0) 2 1/4" MAX. HEAD /SILL CORNERS SIDELITE WIDTH MAX. SEE CHART AT LEFT 2 1/2" 2 1/2" 75 3/8" MAX. FRAME WIDTH SIDEUTE WIDTH MAX. SEE CHART AT LEFT D.L. OPG. 25 11/18" D.L. OPG. 72" MAX. DOOR OPNG. WIDTH 25 11/16" D.L. OPG. (OXXO) D.L. OPG. Engrt ARSHAO %TOAR CIVIL TEA. PE C381383 CAN. 3538 MAY 0 6 2009 N - - d cto a B I. e1 SERIES RD45 ALUM ENTRANCE DOOR (LM.I) FAK (305) 592 -2184 0 a v 1t a C 0 a O N 2 N N 8 C a I a drawing no. W04 -37 (sheet 3 of 10 i1 /I \ 1! / \ [.. _ Vil- // // �/ _ a1 _ P II II \ \ \ \ / t / I II D.L OPG. C - -- II O II i{ ^L -fir --- - \ _ 1 . ,II / II / / \ \ \Jt.__ `I` ' - -aF O 1' I h/ n_,,,____ c \\ \ \ // \ // / /// // // I // / ACTIVE I INACTIVE \ D.L. OPG. 25 11/18" D.L. OPG. 72" MAX. DOOR OPNG. WIDTH 25 11/16" D.L. OPG. (OXXO) D.L. OPG. Engrt ARSHAO %TOAR CIVIL TEA. PE C381383 CAN. 3538 MAY 0 6 2009 N - - d cto a B I. e1 SERIES RD45 ALUM ENTRANCE DOOR (LM.I) FAK (305) 592 -2184 0 a v 1t a C 0 a O N 2 N N 8 C a I a drawing no. W04 -37 (sheet 3 of 10 LOCK OPTIONS SINGLE DOORS; OPTION It: 3 POINT LOCK SYSTEM BY "AMESBURY' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. OPTION 92 3 POINT LOCK SYSTEM BY 'HOPPE' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. LOCK OPTIONS DOUBLE DOORS; OPTION 11 ACTIVE LEAF: 3 POINT LOCK SYSTEM BY 'AMESBURY' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF 2 POINT LOCK SYSTEM BY 'AMESBURY' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36" FROM BOTTOM OPTION d7: ACTIVE LEAF: 3 POINT LOCK SYSTEM BY ' HOPPE' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF 2 POINT LOCK SYSTEM BY 'HOPPE' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36' FROM BOTTOM 1 /8' HEAT SIREN)). GLASS .090" INTERLAYER DUPONT 'BUTACITE' PVB 1/8" HEAT STREN'D. CLASS SIUCONE DOW CORNING 795 DOW CORNING 995 GLASS TYPE 'A' 5/32" TEMP. GLASS 1/4' AIR SPACE 1/8" HEAT SIREN)). GLASS .090" INTERLAYER DUPONT 'BUTACITE' PVB 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 DOW CORNING 995 , 0 / GLAZING DETAIL AT DOOR LEAF GLASS TYPE '6' .GLAZING OPTIONS Engr: AR9W6 NOAH CIVIL FLA. PE / 38863 C.A.N. 3538 GLAZING DETAIL AT SIDEUTE PRODUCrRENEWED asoeIdyb9 thewNA Florida Magog Code AAsxrdeone No Eagiallea Date BY MAY 0 6 2009 Product Central Dw;rl• � Z etE Z O RE Ot OR o54p R .0 et z�s Ls Of x re °o U CAX. (305) 592 -2184 0 n B a B a B N B B B a B S a n I B drawing no. W04 -37 shoat 4 01 10 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EXTERIOR n 1/2 MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE 2 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY RC ALUMINUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. myetamtlig ELEV. FOR SPACING 4 DIA. WTI 10/1K-CQN i(_SF KSI, Fy =1sT KSI) "°INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2' MIN. W000 PENETRATION THRU 1BY W000 BUCKS INTO MASONRY OR CONC. I -1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONCRETE 1 -1/2" MIN. EMBED INTO CONCRETE 1. 1. _ (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8` THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) j?C.61 EDGE DISTANCE INTO CONCRETE AND MASONRY 2 -1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 PSI MIN. MASONRY f'm "= 1500 PSI MIN. SEALANTS ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SILICONE. gr ARSHAD Y1QAR CAN. DA PE 1_15853 CAN. 3938 (11-- PRODUCT MIMED asantin3ym5 whb the 11W1de BWIdiiAsCoda -� Expire/1m (9/ "LVI7 BY MAY 0 6 2009 n 8 ce W 3 0 a D m 5 6 88 S8 0 c o drawing rto. W04.-37 sheet 5 of 10 TYPICAL ANCHORS SEE ELEV. FOR SPACING ACTIVE ANCHORS ACING 1/2' MAX. SHIM— TYPICAL ANCHORS SEE ELEV. FOR SPACING (x) LOCKS SEE SHEET 4 FOR DESCRIPTION 1/2' MAX. SHIM LOCKS SEE SHEET 4 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING INACTIVE ACTIVE METAL STRUCTURE D.L. OPG. 1BY WOOD BUCK EXTERIOR LEAF WIDTH I/2^ MAX. SHIM FRAME MADTH C 0 FAX. (305) 592 -2184 jS A 8 S 8 Engn ARSHAD VIOAR CML FLA PE A 38883 CAN. SS3B MAY 0 6 2009 PRODUCT RENEWED estomplying with the Florida Building Coda Aarrame=No Eaphaitva Duct By Miami D,.. Product Control Divwmi .TT( A drawing no. W04 -37 (sheet 6 of 10 L TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING C x (O /x) (o/xx) ®14711• SELF DRILLING SCREWS AT 4' FROM ENDS AND 12. O.C. MAX. EXTERIOR fngr: ARSRAD %OAR CML FIA, PE B 38893 CAN. 38 MAY 0 6 2009 PRODUCT RENEWRD M 4amplyle8 wi hthe Florida iuRdi y coda 4cccgtm7coNo „ —l.r5 BxpireltouDato _f1,(ci!F5 BSI Miami C:visioo product Cantrd z 4 5. pt, a rg fg tlQ a oia! Imo azm o CHIN SERIES RD45 ALUM ENTRANCE DOOR (L.M.I.) C 0 of FAX. (305) 592 -2184 8 0 6 1 41 0 D a S O G 8 I a drawing no. W04 -37 (sheet 7 01 10 1/2" MAX. SIDELITE FRAME HEIGHT 1/2" MAX. SHIM SHIM OD.L. OPG. s O . EXTERIOR 0 8 mm{1� •° —� a ;F • ;1. C. N m o ® OS NCO 9a 0 Q ■i .: 1 f / I 1= 0 §. m 0 1111 e ®� ^o m y'I Oo PzI m I1.i o • 0 ea ca e 1 �1 ti, Ill G5 -D8 -Oa (revisions: ) • � � g � J- (SERIES RD45 ALUM ENTRANCE DOOR (L.M.I.) J� AL- FAROOQ CORPORATION a I c g ( no date by description ENGINEERS & PRODUCT DEVELOPMENT i8C0b 3/8• - I• A 07.09.04 REV. PER Boca COMMENTS R.C. ALUMINUM INDUSTRIES INC. 123ssw.s7AVE f 0D m B 05.14.00 GENERAL REVISION 2805 N.W. 75 TH AVE. MIAMI, FLORIDA 33174 p, I (a. q< HAtnS C 07.09.00 _ REV. PER ERE coMaENrs MIAMI. FL. 33122 TEL (306) 7E4 8100 FAX. (SQE) 2826978 W � D 05.05.09 ENGR. NAPE REV. p V P cm. MI J- TEL (305) 592 -1515 FAX. (305) 592 -2184 -( COMP- ANL \W04 -37RC) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING I/2' MAX. D.L. OPG. SIDELITE WIDTH or MAX. (DOOR W/ SIDEUTE) DOOR FRAME WIDTH D.L. GPO. EXTERIOR BY 1a Mang Product Cana DIv'.slnn drawing no. W04 -37 Sheet 8 of 10 SIDELITE HEAD /SILL TRANSOM JAMB .125 F 1.625 L Ix 2.610 N \4 L°l.875 -L-I Si = 1.363 IN\3 ( DOOR HEAD SIDELITE JAMB TRANSOM HEAD /SILL Ix = 2.282 IN \4 E3 FRAME JAMB SE = 1.024 IN \3 HINGE STILE E8 INACTIVE LOCK STILE 1.688 1.250 12262025 SNAP COVER -^-I 1 -=.562 E4 TOP RAIL I 1.750 L ACTIVE LEAF LOCK STILE .184 1.246 9�d GLAZING BEAD EB (LAM. INSUL GLASS) 1 .875 E2 FRAME SILL ANCHOR CUP .100 -4 7.750 BOTTOM RAIL GLAZING BEAD OE9 (LAM. GLASS) p-- 1.870 .860 -12995 -� INTERIOR SNAP COVER .500_1 r .082 i 1.844 .6251 1=- VERT. JAMB STOP ITEM # NUMBER REQO. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS E1 R045 -023 1 FRAME HEAD 6005 -T5 - E2 R045 -024 1 FRAME SILL 6063 -T6 - E3 R045 -022 2 FRAME JAMB TOP RAIL 6063 -T8 6063 -T6 - - E4 RD45 -004 1 /LEAF E5 RD45 -021 1/ LEAF BOTTOM RAIL 6083 -T8 - E8 8045 -006 2/ LEAF HINGE STILE/INACTIVE LEAF LOCK STILE 6005 -15 - E7 RDAS -002 2 VERTICAL JAMB STOP 8063 -T6 - EB RD45 -010 AS REOD. GLAZING BEAD (LAM. INSUL GLASS) 8063 -T6 - E9 RD45 -007 AS REOD. GLAZING BEAD (LAM. GLASS) 6063 -T6 - E10 RD45 -017A AS REDD. LOCK STILE ACTIVE LEAF 6005 -T8 - E11 R045 -014 AS REOD. 51DELI1E HEAD /SILL TRANSOM JAMB 6005 -T5 - E12 RDAS -015 AS REGD. JAMB AT SIDE LITE. HEAD /SILL AT TRANSOM 6063 -T6 - E13 RD45 -016 AS REOD. SNAP COVER - - E19 RD45 -029 AS ROOD. INTERIOR SNAP COVER - - E20 8045 -030 AS REOD. ANCHOR CLIP, 8' LONG 6063 -T6 - M1 8045 -1401 4/ LEAF HINGE ASSEMBLY 8005 -T5 - M3 RD45 -1403 AS REDO. FLUSH BOLT AT 3 POINT LOCK - - M14 W31384NK AS REOD. WEATHERSTRIPPING - - M20 - 3/16' x 1/2 x 4" SETTING BLOCK. - 6' FROM EACH ENO M21 - 1/2' x 3/4 x 4 SERINO BLOCK. - 6' FROM EACH ENO A MIOSPAN M24 RD45 -M13 4/ LEAF HANDICAP OFFSET HINGE ASSEMBLY 6005 -T5 - 1425 W31421 NI( AS READ. WEARHERSTRIPPING - - V1 03757270 DOOR W'STRIPPING FOAM 0 -LON V2 V -059 OFFSET BULB VINYL WSTP. PVC V4 V -009 BULB W STRIPPING PVC WIBORG, 4V -3289 V5 V -085 PEROXIDE THREAD -IN FINGER - TREMCO S2 AS REDD. 03/8' -16 X 2' LG. FULL THREAD HX.HD.. - 1 PER GONER S3 4/ HINGE #12 - 24 X 3/4" LG. PHIL F.H. MACHINE SCREW ST /ST HINGE INSTALLATION SCREWS S6 AS REOD. #12 X 1 -1/4' LG. PHIL 5145. ST /ST ASSEMBLY FASTENERS SEE SHEET 4 FOR LOCKS OPTIONS AND DESCRIPTION Engr.:RSK O VIOAII CIVIL FLA. E f 38883 CAN. 3536 MAY 0 6 2009 PRODUCT RENEWED =complying with Ole Florida Bultabss Coda _ J Aceefit E hatanl m�� l�14F D2 Product Divkian iam1 Z NN� i W � I = N N CS tai~ N � Z o 147 i Z '^ N 2 C a n B a drawing no. W04 -37 (sheet 9 of 10 Aky \ VAIWA , Ilik . , , Asimik IMIIIT 17 v lk ANII111_11111r _. 0 ...,_ /.. \ \ K AIIIIV4 \ \\.‘ e N ?PCp O n i a et ei.A r. \ gX fifil 1 X 4[ y\ t g A 0114 pv (revisions: SERIES RD45 ALUM ENTRANCE DOOR L.N.I. AL- FAROOQ CORPORATION ca m * s dole. OS -09-04 fi0 date by description O (, 3 • - �- 0.09.0. No CHANGE r� SHEET R.C. ALUMINUM INDUSTRIES INC. ENGINEERS 7 PRODUCT DEVELOPMENT I f /e az3s s.w. e.7 AVE C m 9 05.14.08 GENERA. REVISION 2805 N.W. 75 TH AVE. MIAMI, FLORIDA 33174 E, I (d, er. HAMM l c 07.09.08 NO CHANGE THIS SHEET MIAMI, FL. 33122 TEL. (305) 264-8100 FAX (305) 2526978 C', W 3 0 05.05.09 ENGR. NAME REV. p V P ANk. by: TEL (305) 592 -1515 FAX. (305) 592 -2184 COMP- ANL \W04 -37RC) DOOR TOP CORNER TRANSOM TOP /BOTTOM CORNER DOOR BOTTOM CORNER SIDELITE TOP /BOTTOM CORNER 1• x 2 -1/2' x 1/4' ALUM PLATE LEAF TOP CORNER LEAF BOTTOM CORNER MAY 0 0 2009 drawing no. W04 -37 sheet 10 of 10