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WS-08-1418Project Address 49 NW 98 Street Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 ROBERT ARMSTRONG 49 NW 98 ST MIAMI SHORES FL 33150 -1736 Valuation: Total Sq Feet $ 10 0 Contractor(s) HOME OWNER Phone Cell Phone Type of Work: WINDOWS No of Openings: 13 Additional Info: IMPACT Classification: Residential SFP 1 1 268 witAtviv -OLO Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $6.00 $2.00 $230.00 $9.00 $5.75 $252.75 PRO Expiration: 03/07/2009 Parcel Number 1131010330140 Block: Lot Applicant ROBERT ARMSTRONG Available Inspections : Inspection Type: Final Shutters Shutter Attachment Window Door Attachment Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy September 08, 2008 Date Monday, September 8, 2008 1 REPLACEMENT OF WINDOWS TO IMPACT WINDOWS Passed jiat Inspector Comments _ zZ -® P Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09/22/2008 Inspector: Rodriguez, Jorge Owner: ARMSTRONG, ROBERT Job Address: 49 98 Street NW Project: <NONE> Miami Shores Village, FL Contractor: HOME OWNER Building Department Comments Friday, September 19, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: / 0 Phone Number c L Lot: Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Parcel Number 1131010330140 Page 2 of 2 This In m t Prepared Uy Name Alan 5 Address L% 1111111 11111 11111 11111111111111111111 11111111 CFH 2008R0658179 OR RK 26520 Ps 2100; Ups ) RECORDED 08/12/2008 09 :42:49 RUVIN? CLERK OF COURT? MIAMI -DADE COUNTY? FLORIDA PAGE Permit No. 1/4 SO' I `g STATE OF C L011t9f3 COUNTY OF Ain 1 .DR)V( THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) NOTICE OF COMMENCEMENT 4 4 4 1 Ni 61 1 4 %, sz• f 'Afi,1 S■Vmes r> 3311Ro 2. General description of improvement: / 9,31- ,3 O2 lr�e1 m ( � o w e� C2 �M�r� -t M VA C,--r) �� 3. Owner information a. Name and address: - Y rrcoN‘ - '461 1\d. � I 5 M t A" l 5 N O) 5 b. Interest in property: C'L-.t fw,U� r c. Name and address of fee simple titleholder (if other than owner): Contractor: a. Name and address: 0 b. Phone number. 17...r,v1 Avr 5. Surety a. Name and address: b. Amount of bond $ c. Phone number behalf of whom Instrument was executed). Pert-M A St-en S1rLe 5 yot Ad. > /. °1 7 . 41, 5 11/7)•le +) pjatE5 6. Lender a. Name and address: b. Phone number: p\I/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number: E\ 8. In addition to himself. Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of notice of comma cement (the expiration date Is 1 year from the date of recording unless a different date Is specified) '7 - 3 - L66 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of er or Owner's Authorized Office or Partner /Manager Signatory's Tide /Office Oho ov�-0 -G T fo oin lrum9,nt was acknowledged before me this / day of A✓ ✓J "7 (year) by 21'6P � b & Ins , Agi 41 f (name of person) as e/ F (type of authority, ...e.g. officer, tnT§tee, attorney in fact) for Sc-/f _(name of party on N, Verification Pursuant to Section 92.525, Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the fa knowledge and belief. Signature of Notary Public - St to of Florida Print, Type, or Stamp Commissioned Name of Notary Public Commission Number Personally Known V or Produced Identification Signature of ral Person Signing Above are true to the best of my skaerT NION ✓' AU) blf 1 f 9 DT L1\ BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofm Owner's Name (Fee Simple Titleholder) N. q h Owner's Address City rV) i r z ) t-) O'C-. S State FL. Contractor's Company Name 0 G-,/ N E 2 City State Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 4' _e- — ------ ; 0002 i E M r r LN► 5'f )t . c, Phone # ST r1CC i zip ,'J 31 S Phone # RECEIVE Ju 12000 cd 9n ._.= Permit No. N\l WI. 41 Permit No. Tenant/Lessee N a m e - 1 - - ( - ) Se ti - r Art e" ‘5 1.O r+ Cv Phone # 305 G o y -° O %--- Job Address (where the work is being done) 1 4 W • C -h- ST . City Miami Shores Village County Miami -Dade Zip S 31 S' FOLIO / PARCEL # n-3,01-n33-01410 Is Building Historically Designated YES NO -OVQt 5..- Contractor's Address Qualifier Name Phone # State Certificate or Registration No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ ( 006 . V� Type of Work: ['Addition [Alteration Describe Work: 1[ - SaLIiC F f z. S T N C.. Tivt P Fee 1 1 Submittal Fee $ Permit Fee $ :d 0 Notary $ Training/Education Fee $ Scanning $ Radon $ Bond $ Code Enforcement Structural Review. $ SEPi 0 2008 . MIAMI SHORES VILLAGE Certificate of Competency No. Square / Linear Footage Of "New ❑ Repair/Replace A% I NJ 1 Ne(. 1.41NDc1w t,.nc -,.► 51 r> ry S DPBR $ Total Fee Now Due $ Yv /A ❑ Demolition wt-r� CCF $ CO /CC Technology Fee $ Zoning $ Double Fee $ See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a pen pit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit _and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a'separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of .30T1-1 , 2061r, by 4 0bi it AQ M- .01O0 1 day of , 20 _, by , who is personally known to me or who has produced who is personally known to me or who has produced As identific#i , ` who did Etrakn aM Wt. N as identification and who did take an oath. •-. ° `�_ Notary Public •State of Florida NOTARY PUBLIC: `r,; My Commission Expires Nov 17, 2010 NOTARY PUBLIC: so) .;� � "` ` °• Commission # DD 808510 Lii X ��' ,, " Bonded Through National Notary Sign: !�J ( 1 - Sign: ,/� / ^ Prin; 3xrit AA. 17 r6,'MRN Print APPLICATION APPROVED BY: (Revised 07/10/07) Signature Contractor My Commission Expires: NO U. 7 10 /0 **** ****+ x* ******* * ************* ******x:>K**** *** * ***********a:********** ** *>x** ***+x **** * **** * *** ** * * *********** My Commission Expires: Plans Examiner Engineer Zoning Date: 305- 795 -2204 7/N/og Claudio Grande CBO Miami Shores Village Building Department Job Name: 10050 N.E. 2nd Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- O9— / %`8 . le- S'aDA/ . Page 1 of 1 Building Critique Sheet Provide Design Pressures for all openings to receive new windows /di Pressures can be obtained from the 2004 FBC Tables 1609.6.2.1(2) & 1609.6.2.1(4) or by a signed and sealed Wind Load Chart prepared by a Professional Engineer or Registered Architect. °?. ,vcl dce,;:atc) • 1/4/B. Vou,_ . n ..A -rJ& �'u m trr d 0A , vows . qcx) foe,v.t, r /,v s-r, -01 if x10 c0 bti wdows t 1,4 e2,o ( i /)t - rh/2-60v 4 . cOn-o-o Apzp® 01--r -r f L' w c.4.0 -2/L 4A, ..25C4 3 --r izook S i',v K rc`r iuS /12g fru 1,4 /10c4) u )3-e A- 41 m o4 ,J /L i L-4 - rra.J v u C�.�,v u S G�iJzov1 Please read and initial each paragraph. VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: 12c.716E RT fl 2.r.1 5' N Cs. DATE: 7 - 30 - 20 o 6 ADDRESS: L( N . ST. M / x'11 5 )- V ►2C 5 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. 1. I hold title to the above property and I am planning on doing this construction Myself. Initi 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstatement of the permit. 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. le I RECIEiVEL JU 2508 Initia 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Produced there License or Aft _ - BERTA ALEMAN tP1 40. 0s Notary Public - State of Florida • :. COMMISONIExplres Nov 17, 2010 Convrssiai B DD 808510 BandefftiroughNationalNotalAssrt, Initial Initi 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initi Was acknowledged before me this 3oTt1 day of SC/ , 20 0 By QDb j +201 Cj who was personally known to me or who has as identification. NOTARY RECEIPT PERMIT #; leNLY ' — ( Y' DATE: 1, .rz2 7 , 2 6 ✓a ❑ Contractor wner ❑ Architect • Picked up 2 sets of plans and (other) �'ev04/ Address: ,/^ ✓. 6 7 7 0, From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: $113i PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Miami Shores Village Building Department 10050 .NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; MS fl DATE: If l iO I, 1\ 061Ip . o ontractor Owner o Architect 11 Picked up 2 sets of plans and (other) Address: 4 � C h e7 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: z J i r. Ipf ioZ egyraic115 .. GARAGE t m m m #4 #5 LIVING RO #1 #6 49 NORTHWEST BETH STREET #7 CLOSET BEDROOM #13 BEDROctr • • • •••• • ::: • • • •••• •• •• •• • ••• • • • •• • • • • • •••• • • • • • •••• • • • •• • •• • BATri •• • • • • ••• • • ••• ••••• • • • #1 # #12 5 s Miami Shores Building Department Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact iD or Door or Mullion Number Design Pressure Pressure Size Yes / No (+) PSF ( -) PSF ( +) PSF ( -) PSF Yes / No Yes / No �1 t. C� � C S' , 7 0 '1 4 h c 1.31=111111 111M11.11111171111111 IIIIME T r .. a ) , 0 R 1+d ®1 - 41 ,: IBM 10111111 �� a �..c Immo - L1 a li.. •C d -1.o IIISSIVEZWMFIETWICAM1111MMIIIIIIIIIIEMMIllifIrMAII WM Teti UL Conk CD'l`C:4,6 .® 111111WWM _ , EOM RellIVIRII • . IMVIEMIEFREMBINMIUM111•11111 NMI IMNIIIIIMIIIIIINIIESI•111111111 • • Product Approval Schedule / Comparison Chart Address:y9 N.19. Permit No. . . • • ••• • • • • • •• •• • • • • • • • • • • • • • ••• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION ••• ••; ••; .•„ • • • • • • • • � •• • NOTICE OF ACCEPTAN E (1 \ V () : • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • •• • � • • • •• • • :' • ••• •• ••• •• • • • •• • • • • • • •• • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 www.buildingcodeonline.com T.M. Window & Door Co. 601 N.W. 12 Ave. • Pompano Beach, FL 33069 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 Contra] 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 338 Aluminum Fixed Window - Impact APPROVAL DOCUMENT: Drawing No. W03-52 Rev-C, titled "Series -338 Aluminum Fixed Window (Impact.) ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 07/11/03 last revised on June 13, 2006, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises # 03 0925.04 and consists of this page 1 and evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. NOA No 06- 0320.07 'Expiration Date: January 08,2009 Approval Date: July 06, 2006 Page 1 T.M. Window & Door Co. • • ••• • • • ••• •• •• • • • •• .. • • • • • • • • • • • • • • ••• • • • • • • ... • • • • • ••• • • • • ••• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (tran f 'tromfit4 #AS 1. Manufacturers Mel I rav0ing3 anti sirctiods.; . 2. Drawing No.'W01.52 Rev -C, glad "Series -338 Aluminum Fixed Window (Impact.) ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 07/11/03 last revised on June 13, 2006. Figpeil avid seed 'dy J)r. Jumayoun Farooq, F.E. B. TESTS (transferred from fit ij 995.V43 yesieonciutpad per SFBC, PA 201, 202 &203 -94 1. Test reports on 1) Ais Tnf ltlatf p r BC, 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 Along with marked up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Test Report No. FTL -2782 (FFI00114), per PA 201, 202, 203 -94, FTL -2784 (FrL00140), per PA 20181203 -94 and F EL -3803 (FTL03072), Per TAS 201, 202 and 203 -94 dated 11/06/01,11/06/01 and May 22, 2003 respectively, signed and sealed by Luis Figueredo, P. E. and Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per PA 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 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL #0806.02 -02, dated 09/24/02, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Anchor verification per FBC 2004, signed and sealed by Dr. Humayoun Farooq, P. E, 2. Anchor, glass and structural analysis, prepared by Al Farooq Corporation, dated 09/12/03 and revised on December 11, 2003, signed and sealed by Dr. Humayoun Farooq, P.E. (transferred from file # 03-0925.04) D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02 1205.03 issued to Security Glass Holding LLC for "SAF- GLAS", expiring on 12/16/07. 2. Notice of Acceptance No. 03 0916.02 issued to Glasslam NGI, dba Nebula Glass for "Glasslam Safety Plus ", expiring on.09-09 -2008. 3. Notice of Acceptance No.03- 1223.04 (# 99- 0302.04) issued to UCB Chemical Corp for "Uvekol ", expiring on.02 -08 -2009. F. STATEMENTS (transferred from file # 03 1. Statement letter dtd 02 -22-06 of compliance to FBC 2004, signed and sealed by Dr. Humayoun Farooq, P. E 2. Statement letter of conformance and "No financial interest", dated 09/18/03, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Laboratory compliance statements, part of respective test reports. G. OTHER 1. Test proposal by TM Windows dated May 13, 2003 approved dated /16/03 by BCCO. Isbaq I. Chanda, P.E. Prodne Contr Examin NOA No 06-0320.07 Expiration Date: January 08, 2009 Approval Date: July 06, 2006 E -1 GLASS TYPE TTY I� 01AS MR,. INC. GLASS TYPE 'LNEKCA: BY uce CHIC. CORP. f10 1-1/4' AT 22' OA GLASS TYPE 'D' 8Y SECURITY IMPACT BASS HOLDING INC. GLAZING OPTIONS GLASS TYPE 'B' SY NEMAA CLASS MTi INC. 3/18' HEAT StREN'D GLASS .015 ADHESIVE BY 5.1.0. .070' POLYCARBONATE OY 510. .015 ADN SNE BY 510. 3/15' HEAT 8150(0 GLASS SILICONE TREMGLME GLASS TYPE 'S4F -9113' BY MURRY WA= OIASS HOLDING INC. 8" MAIL FROM EGOS 3/18' TEMP. GLASS .015 ADHESIVE BY S10. .070' PM. ME BY 9.1.0. .015 ADHESIVE SY SE.0. 3/18' TEMP. CLASS 1� INSTALLATION FASTENERS STAGGERED PAIRS ew THESE MOONS ARE RATED FOR LARGE MTSSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FAASE MIMMENS SURFACE APPLIED OPTIONAL II II II II 1 1 11 II I I I t 11, til 3t -J t - C yt -_. 11 II tl 1 1 I I 11 II li 1 i II it 11 / '% 11 1 I I I II II II 1 I II II J I I It tl II 4 1 I i 11 11 4 I 1� II II 11 I t II it Il I C= __- 11 1 1 1 I 1 r I DL TWO. WINDOW WIDTH 12° WIT. HEAD/SRL • • • • �— • •• • • •••• RTES x,98 _ALUIr41NU� FIIr ED 1PII�DO • • DESIGN LOAD RATING FOR THESE WINDOWS TO OE•A6•PIW CHARTS SHOWN ON SHEET 2. • • • • • 1 e•• • ••• •• • • • • • •• ••• • ••• • •• APPROVAL APPLIES TO SIOI.E FIXED WINDOWS. • • • • • • ALSO COMBINATIONS OF FIXED/FIXED OR Ft%ED 011H OTHER MIAMI -D4DE COUNTY APPR'D WINDOWS uS1NG MM 5DADE•COUNTY • • • • APPROVED MLLUON S 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 EDITION (REY. 2005) INCL171NG HIGH YELOCIIY HURRICANE ZONE WIZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 'TRANSFER LOADS TO THE STRUCTURE. ANA SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS mama TO BASE MATERIAL SHALL BE BEYOND WALL DRESS54G OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A 1.0AD DURATION INCREASE W ALLOWABLE STRESS TS USED IN DESIGN OF WOOD ANCHORS ONLY. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATH9. !» •I005141133I Ls I.U.•.wL►. DESIGN LOAD CAPACITY - PS8 DESIGN LOAD CAPACITY - PST I BTNDOTY DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE '0'' MASS TYPE 'D' PE 'E' ( 501100T DTTTS. suss TYPE 'A' GLAD TYPE 'E' MASS TYPE 'C' GLASS TYPE 'D' VIETH � LE 2 H * EXT. ( +Y D1T. ( -J EXT. t +3 P. ( -) EXT. t+3 INT. ( -) EXT. ( +) Mt (-3 EXT. s u4I. ( -) ert h LENGTH DR. 4+) TNT, t - ) EXT, 4+) D4T. t - > ExT. ! +J 507, ( - 3 EX?. ( +) iNT. ( l iow t 1 4 8 ' 82.0 62.0 NA 59.0 75.0 75.0 90.0 90.0 98.0 980 il'hbba ice X X X X x X x X 700 75.0 93.0 90.0 MA 05.0 etas —zea (9O) 'NA ooie —taz ( ) $Lt£C VOItl011 '9 3iYL9MiS N1$dI Jed 3 5' SISINNVId 'Sd33Nl 10_V11..:O3 �.... :- 54.8 54.8 59A 59.0 75.0 78.0 WA 90.0 95.0 88.0 XX XX XX XX XX XX XX XX 95.0 05.0 47.8 47.8 590 59.0 75.0 75.0 900 90.0 95.0 98.0 XX %X XX XX XX XX XX XX MA MO 4 7 . 8 4 7 . 9 59.0 59.0 7 5 . 0 760 90.0 90.0 95.0 940 X X X X X X X X X X X % X X X X 95.0 95.0 XX XX 57A 57.9 75.0 78.0 90.0 80.0 93.0 98.0 132 XX XX XX XX XX XX XX XX MA 95.0 X X X X 868 54.6 75.0 75.0 90.0 90.0 9 4 0 B S A X X XX X X X X X X X X X X X X 95.0 93.0 %X XX XX X X 75.0 780 90.0 00.0 95.0 940 XX XX XX XX XX XX XX XX 920 95.0 __ hbVsbiski OD' 82.0 82.0 580 59.0 75.0 740 90.0 90.0 03.0 85.0 XX XX XX XX XX XX XX XX 95.0 95.0 823 5 2 . 3 5 9 0 5 9 A 7 5 . 0 MA 9 0 0 90.0 9 5 . 0 9SA 36' 42' or 138' XX XX X X XX XX XX XX X% 93.0 85.0 X X X X 879 87.0 75.0 76.0 90.0 90.0 95.0 - 85.0 X X X X X X X X X X X X X X X X 960 95.0 XX XX X XX 720 75.0 80.0 80.0 93.0 95.0 xx xx xx xx x8 xx XX XX 95.0 95.0 XX X XX X 72.0 72.0 72.0 72.0 95.0 95.0 38' 42' 48' 144' XX XX XX %X XX XX XX %X 88.0 05.0 XX XX XX X . 720 72.0 72.0 72.0 05.0 840 XX XX XX XX X XX XX XX 95.0 950 XX XX XX X 72.0 72.0 72.0 72.0 90.3 80.3 , XX xx X% xx xx x9 XX X% 95.0 85.0 38' ` 49' $ bVit 72' 53.9 52.9 509 58.0 760 780 90.0 90.0 95.0 0 .0 DESIGN LOAD CAPACITY ... • X X .. X % .. 58.0 .. 56.0 xx 78.0 75.0 75.0 75.0 000 90.0 90.0 90.0 95.0 95.0 960 940 8 PSP • • • a 3' ilW 12 � { • y F � y6 g 'r„ . 4 , '{ I • T 6 1 C tV 3s D, Z i L li � X X X X X X % x 76.0 78.0 90.0 840 980 9" l/EVDOB Dt14$. TYPS A TYPB 'D 6L TY PS 'C' G1 dbY TYPE D' QAg TYPE '8' • • • • • • • XX XX XX X x 720 77.0 720 770 903 009 WIDTH LENGTH EXT. 60 62.0 82.0 62.0 822.0 82.0 02.0 ° 820 82.0 82.0 45.3 82.0 820 DM 00 820 82.9 82.0 52.0 820 87.0 87.0 699 82.0 820 820 48.3 °2° 620 EXT. CO 9.0 690 59.e 69.0 M.° 59.0 0 520 59.0 594 59.0 89.0 89 ° 394 TNT. 00 380 580 W.0 80.0 520 690 690 59.0 6.0 59.0 890 59.0 88 ° 69A EXT. f+) 75.0 75.0 75.0 75.0 700 76.0 760 75.0 75.0 78.0 780 75.0 75.0 75.0 p4?. co 75.0 78.0 Sao 75.0 78.0 75.0 75.0 78.0 750 75.0 75.0 7&° 750 EXT. NY 90.0 80.4 90.0 90.0 900 900 940 90.0 90.0 840 SW 90 ° 90.0 INT. ao 90.0 90.0 90.0 90.0 W.0 90.0 900 900 900 904 90.0 86.3 90.° 804 EXT. t +) 9 .0 950 940 95.0 86.0 960 95.0 95.0 98A 98.0 88.0 8S ° 98.0 INT. 00 9 .0 440 95.0 96.0 920 9500 no 95. 940 95.0 MO 940 05.0 %0 • • • • •••• • • • • • • • • • • • • • • . • • ' • • • • • • • s • • • • • • • • • •• • •• • • • • M X % % % x X X X % X % X X x Y 821 �.t % % x x X % X X X X X % X X z x 743 75. 940 19 - 1/8' Tr 10 k % x X X 88.9 58.9 75.0 760 900 90.0 040 x X X x X X X X 740 75 0 900 940 980 96.0 37' XX Xx Xx Xx 75.0 750 87.4 87.4 MA 950 83 -1/O' X X % X x % x x 760 78.0 71.7 77.7 BSA 930 19 -1/8' XX XX XX XX Xx XX X% XX 979 82.9 73 -1/2' 38 -3/8' x % x X x x x x x X x x % X % X 668 849 XX X % X x x X X % % x % X X X X n.4 77.4 03-1/8" e6' 72' X X x X X x x X 75.0 76.0 OA 90.0 98.0 95.0 19 -1/8' XX XX XX X% 75.0 75.0 98.0 00.0 95.0 95.0 x-1/2 89 -6/8' x X x x % x x % 75.0 75.0 77.7 77.7 96.0 95.0 37' XX XX xX XX XX XX %X xR 95 0 880 83 -1/8' XX x % X X % x 8 x X x x X x X % 969 940 iB -1/6' xx XX %X xx XX XX XX XX 88.2 88.2 78 - 1/2' 83' 67.8 X X 620 02.0 9 ' 0 x X x x 670 X % 820 82.0 x X x x 59.0 X X 59.0 60.0 59.0 X X 8 X 8 x 59.0 9 ' 0 69.0 x X 760 780 780 73.0 73.0 MA 75.0 760 75.0 750 75.0 76.0 90.0 90.0 81.3 90.0 g ' 0 900 313 81 81.3 3 90.0 90 920 83.3 95.0 940 0 - W.0 M ' 4 86.0 88.0 96.0 05.0 9 ' 0 05.0 880 ��• t •i201112811.88. 201112811.88. � . +'s_, Mtlls ii_. I 8 E ZOO -. MOM ON x X X X x x x x x x X x x X x X 790 794 Zr 8 13 k tot' X X X X X x X x 780 78.0 900 00.0 940 98.0 53 -1/8' X x X X X x X X 75.0 78.0 90.0 90.0 98.0 93.Q 19 -1/8' X X XX X X XX XX % x x % XX 86.0 X1/2 X X X X X X X X X X X X X X X X 95.0 96.0 37" x x X x X% X X x x % X x X % x 8B3 pa 53-1/8' XX XX XX X% XX XX XX XX 812 83.2 10 36' 42' 49' 04' Sr Q°' 84' II 8O' b 108' 114 xx xx xx xx 75.0 749 000 900 95.0 950 X X X X x X X X 740 75.0 89.7 89.7 95A 954 h NOTE: GLASS CAPACITIES ON THIS SHEET ARE k MTN E1300 -98 (60 SEC. WIND) 8: AVM E1300-02 (3 SEC. GUSTS) !. X X X X X X X X X X X X X X X X 05.0 95A z ; XX XX XX XX XX XX XX XX 95.0 95.0 L XX XX XX XX XS XX XX XX e30 93.0 xX x X Xx x X XX x x xX X X XX 75.0 XX 750 x X 90.0 XX 90.0 844 95.0 844 93.0 ' S - - ,� XX XX XX XX XX XX XX x% 9.0 940 X % x % X X X X X X X X X X X X 95.0 95.0 OR. MAMA 070000 5118012558 FU /16967 f:+t� JUN 1 gZan XX XX XX XX XX XX %X XX 95.0 95.0 XX XX %X XX XX XX XX XX 91.3 91.3 .g ' t2O' x X xx xx X X 730 75.0 040 80.0 05.0 95.0 21084 AND 6.09041 DDMENSIOX9 CAN i# ORIENIE0 XX X % X % X X X x x % x X% X x 95.0 98.0 VERRCNLY OR 1401113010017 AS SHOWN ABOVE. -- %% xx xx xx xx xx xx X 95.0 96.0 drawing no. W03 -52 XX XX XX XX XX XX XX XX 940 98.0 xx xx xx xx x% xx xx xx no 950 Cohost 20f 4) ' •• • • •• • •• • • • • •• • • •• TYPICAL ANCHORS: SEE aEv. FOR SPACII0 I/4 YAPODMS INTO W000 STRUCTURES 1 -3/4• MIN. PENETRATION INTO WOOD THRU 18Y OR 28Y WOOD BUCKS INTO MASONRY OR 3000 PSI MIN. CONC. 1 -1/4' MIN. EMBED UNTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR 3000 PSI MIN. CONC. 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. 14 12131LB, ,f JMI IMI S (SAE GRADE a Fy IIBJ..82 no INTO METAL STRUCTURES STEEL : 12 OA. (.105 MIN. (Fy @ 36 KSI MIN.) ALUMINUM : 1/8 THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO SE PLATED OR PAINTED) .11.4-2111 INTO APPROVED MUWONS (NO SHIM SPACE) TIZASLOIDLASIM INTO CONCRETE AND MASONRY m 2 MIN. INTO WOOD STRUCTURE • 1° MIN. INTO METAL STIWCTURE • 3/4' MIN. BEAM FRAME CORNERS SEALED WITH SLICONE. OL CPO. • • • •• WOOD BUCKS AND METAL STRUCTURLS_II, BW�, MUST SUPPORT LOADS IMPOSED BY • TRANSFER THEM TO THE BUILDING SPRC4TIEN! WPM ANCHORS MEELV . FOR SPACINO End ON. MIRAN* MOM OIROCII�IO RA. FE •••• • • • • • •••• •• TIROL ANCHORS . - ^ •_ OES RLEY. FOR SPIRO. • • • •••• • •At% • • •••I • • ••I ..0 • • • •. tfi on 28Y ..V1000, BLECKS •• • •• emeaucrazvisen • tb the be FFntia AWINIVENig Sqlnilso )awa 225 1 44. (sheet,3of 4 ••• • • • •• • 8•• • 8• • • • A•• • n GLAZING STOP TUBE ( GLAZING STOP TIRE 4 } GLAZING STOP INTERIOR ANGLE /10 X 1' 110 x 1 -1/4' a/10' x 1/2' •• • • • • ••• • • • •• • ••• • •••• • � • • • • •• •• • ••• • • ••• • • • •• • •• •• • • •• • •• • so • • • • • • • •• • erodes SECTION 1610 SOIL LATERAL LOAD • • • • • • • • • • •• • • • ••• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • . • • • • • • • • • • • • • • • • • • 1610.1 General. •• • • • • • • • • • • • • • • Basement, foundation and retaining walls shall be designed to itsist Ilaterai Sdirloa&s. Soil bads' specified in Table 161f1? 1 shall be used as the minimum design lateral soil loads unless specified otherwise in a soil investigation report approved by the building oficgal,Bisement vralls of ier walls in which horizontal movement is restricted at the top shall be ddesiar f'or are_ pressure. Retaining walls f r e e t o m o v e and r o t a t e at t h e t o p a r e permitted t o l a e d e s + g r { e d f o i a ' pressure. Design lateral pressure from surcharge loads shall be added to tlal aCedrtlf pi uLIVad.' Design lateral pressure shall be increased if soils with expansion potential are present at the site. Exception: Basement walls extending not more than 8 feet (2438 mm) below grade and supporting flexible floor systems shall be permitted to be designed for active pressure. FIGURE 1609.6.2.1 MAIN WINDFORCE LOADING DIAGRAM RECEll V.9 ED AU6 13 i 08 GO dOn For SI: 1 foot = 304.8 mm, 1 degree = 0.0174 rad. Notes: 1. Pressures are applied to the horizontal and vertical projections for Exposure B, at h = 30 feet, for / qr =1.0. Adjust to other exposures and heights with adjustment factor 1. 2. The load patterns shown shall be applied to each comer of the bum in turn as the reference corner. 3. For the design of the longitudinal MWFRS, use q= 0 °, and locate the Zone EIF, G/H boundary at the mid - length of the building. 4. Load Cases 1 and 2 must be checked for 25° < q£ 45 °. Load Case 2 at 25° is provided only for halation between 25° to 30° 5. Plus and minus signs signify pressures acting toward and away from the projected surfaces, respectively. 8. For roof slopes other than those shown, linear interpolation le permitted. 7. The total horizontal load shall not be less than that determined by assuming p s = 0 In Zones B and D. 8.The zone pressures represent the following: Horizontal pressure zones — Sum of the windward and leeward net (sum of Internal and external) pressures on vertical projection of A – End zone of wall C – Interior zone of wall B – End zone of roof D – Interior zone of roof Vertical pressure zones — Net (sum of Internal and external) pressures on horizontal projection of. E – End zone of windward roof G – Interior zone of windward roof F – End zone of leeward roof H – Interior zone of leeward roof 9. VVhere Zone E or G falls on a roof overhang on the windward side of the building, use E off and G pyr for the pressure on the horizontal projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied. 10. Notation: a: 10 percent of least horizontal dlmenslon or 0.4 h , whichever is smaller, but not less than either 4 percent of least horizontal dimension or 3 feet h: Mean roof height, in feet (meters), except that eave height shall be used for roof angles < 10 °. q : Angle of plane of roof from horizontal, in degrees. FIGURE 1609.6.2.2 COMPONENT AND CLADDING PRESSURE 5/2/08 10:50 AM http:// erodes. iccsafe. org /icce/ gateway. d1RF= templates &fn =defauh.htm&vid =lcc:florida building Page 1 of 5 eCodes n G Welton Zones: Rom Zt eI'ebf -Lbe a Encli Zones • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • t ••• • • • • a:''r'r:= • • • • • • • • • ••• •• • • • • • • • • • • • • cea. • • • • • • • • • • • ••• • • • 74 44 . •air:• • • •• ••• •• • • • • • • • • • • • • • _ • • _ -. • • • • • • •• • • • • • ••• •• ..v 4 @1 S 45 '1 Corrier Zones For SI: 1 foot = 304.8 mm, 1 degree = 0.0174 rad. Notes: 1. Pressures are applied normal to the surface for Exposure B, at h= 30 feet for I w =1.0. Adjust to other exposures and heights with adjustment factor 1. 2. Plus and minus signs signs pressures acting toward and away from the surfaces, respedlvey. 3. For hip roofs with q £ 25 ", Zone 3 shall be treated as Zone 2. 4. For effective areas between those given. the value is permitted to be interpolated: otherwise, use the value associated with the lower effective area. 5. Notation: a : 10 percent of least horizontal dimension or 0.4 h, whichever is Smaller, but not less than either 4 percent of least horizontal dimension or 3 feet h: Mean roof height in feet ( meters), except that cave height shall be used for roof angles < 10°. q: Angie of plane of roof from horizontal, in degrees. TABLE 1609.6.2.1(1) SIMPLIFIED DESIGN WIND PRESSURE (MAIN WINDFORCE- RESISTING SYSTEM), p , (Exposure B at h = 30 feet for / w =1.0) (pst) BASIC WIND ROOF ANGLE ROOF RISE LOAD CASE ZONES SPEED (degrees) IN 12" Horizontal Pressures Vertical Pressures Overhangs (mph) A B C D E F G H E OH G OH 85 0 to 5 ° Flat 1 11.5 -5.9 7.6 4.5 -13.8 -7.8 -9.8 -8.1 -19.3 -15.1 10 ° 2 1 12.9 -5.4 8.6 4.1 -13.8 -8.4 -9.6 -6.5 -19.3 -15.1 15 ° 3 1 14.4 -4.8 9.8 -2.7 - 13.8 -9.0 -9.6 -8.9 -19.3 -15.1 20 ° 4 1 15.9 -4.2 10.6 -2.3 -13.8 -9.6 -9.6 -7.3 -19.3 -15.1 25 ° 6 1 14.4 2.3 10.4 2.4 -6.4 -8.7 -4.8 7.0 -11.9 -10.1 2 - - - - -2.4 -4.7 -0.7 -3.0 - - 30 °to45° 7to12 1 12.8 8.8 10.2 7.0 1.0 -7.8 0.3 -6.7 -4.5 -5.2 2 12.9 8.8 10.2 7.0 5.0 -3.9 4.3 -2.8 .4.5 -5.2 90 0 to 5° Flat 1 12.8 -6.7 8.5 -4.0 - 15.4 -8.8 -10.7 -6.8 -21.8 -16.9 10 ° 2 1 14.5 -6.0 9.8 -3.5 -15.4 -9.4 -10.7 -7.2 -21.6 -16.9 15 ° 3 1 16.1 -5.4 10.7 -3.0 -15.4 -10.1 -10.7 -7.7 -21.6 -16.9 20 ° 4 1 17.8 -4.7 11.9 -2.8 -15.4 -10.7 -10.7 -8.1 -21.6 -16.9 25 ° 6 1 16.1 2.6 11.7 2.7 -7.2 -9.8 -5.2 -7.8 -13.3 -11.4 2 - - - - -2.7 -5.3 -0.7 -3.4 - - 30 °to45° 7to12 1 14.4 9.9 11.5 7.9 1.1 -8.8 0.4 -7.5 -5.1 -5.8 2 14.4 9.9 11.5 7.9 5.6 -4.3 4.8 -3.1 -5.1 -5.8 100 0 to 5° Fiat 1 15.9 -8.2 10.5 -4.9 -19.1 -10.8 - 13.3 -8.4 -26.7 -20.9 10 ° 2 1 17.9 -7.4 11.9 -4.3 -19.1 -11.6 -13.3 -8.9 -26.7 -20.9 15 ° 3 1 19.9 -6.6 13.3 4.8 -19.1 -12.4 -13.3 -9.5 -28.7 -20.9 20 ° 4 1 22.0 -5.8 14.6 -3.2 -19.1 -13.3 -13.3 - 10.1 28.7 -20.9 25 ° 6 1 19.9 3.2 14.4 3.3 -8.8 -12.0 -6.4 -9.7 -16.5 -14.0 2 - - - - -3.4 -8.8 -0.9 -4.2 - - 30 °to45° 71912 1 17.8 12.2 14.2 9.8 1.4 -10.8 0.5 -9.3 -8.3 -7.2 2 17.8 12.2 14.2 9.8 8.9 -5.3 5.9 -3.8 -6.3 -72 110 0 to 5 ° Fat 1 19.2 -10.0 12.7 -5.9 -23.1 -13.1 -18.0 -10.1 42.3 -25.3 5/2/08 10:50 AM http: / /ecodes.iccsafe.org /icce/ gateway. dli? f= templates &fn =default.htm&vid =icc:fiorida building Page 2 of 5 eCodes` • • ••• • • • ••• •• •• • • • •• •• • 10 ° 2 1 21.6 -9.0 .14.4 • -512 • -28.1. •-141 • -18.0 -10.8 -32.3 -25.3 15 ° 3 1 24.1 -8.0 :16.0 : -46 : %3 -14.1 : -16.0 -11.5 -32.3 -25.3 20 ° 4 1 26.6 -7.0 •17.7 •9 • -28.1• -10.0 • • 16.0 -12.2 -32.3 -25.3 25 ° 6 1 24.1 3.9 17.4 4.0 -10.7 -14.6 -7.7 -11.7 -19.9 -17.0 2 - - - - -4.1 -7.9 -1.1 -5.1 - - 30 ° to 45 ° 7 to 12 1 21.6 14.8 • 17.2• 11.8 • hi. - 13.1, 0.6 -11.3 -7.6 -8.7 2 21.6 14.8::17!2. • J1.8 : 8.i • • -6'5 • •7 2 -4.6 -7.6 -8.7 120 0 to 5 ° Flat 1 22.8 -11.9• .1581 • -7.0 • -27.4 -158 • •1 -12.1 - 38.4 -30.1 10 ° 2 1 25.8 -10.7 • • 17•1. • -6.% i • -27.4 -13.$ • '1$ -12.9 - 38.4 -30.1 15 ° 3 1 28.7 -9.5 19.1 -5.4 -27.4 -17.9 -19.1 -13.7 -38.4 -30.1 20 ° 4 1 31.8 -8.3 21.1 -4.6 -27.4 -19.1 -19.1 - 14.5 -38.4 -30.1 25 ° 6 1 28.6 4.6 29J • 4 • - g • 1 • a 9.2 -13.9 -23.7 -20.2 2 - - • - • •-• • • • -9.4 • -1.3 -6.0 - - 30 °to45° 7 to 12 1 25.7 17.6 20.4 :• • ZQ• :t5.6 • .0.7 -13.4 -9.0 -10.3 2 25.7 17.6 20.4 • 44. • $9 • • 7.7 .8.6 -5.5 -9.0 -10.3 130 0 to 5 ° Flat 1 28.8 -13.9 *VA • t8.2 • 422 •18.3 • • -22.4 -14.2 - 45.1 -35.3 10 ° 2 1 30.2 -12.5 20.1 -7.3 -32.2 -19.7 -22.4 -15.1 -45.1 -35.3 15 ° 3 1 33.7 - 11.2 22.4 -8.4 -32.2 -21.0 -22.4 -16.1 - 45.1 -35.3 20 ° 4 1 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 -45.1 -35.3 25 ° 6 1 33.6 5.4 24.3 5.5 -14.9 -20.4 -10.8 -18.4 -27.8 -23.7 2 - - - - -5.7 -11.1 -1.5 -7.1 - - 30 ° to 45 ° 7 to 12 1 30.1 20.6 24.0 16.5 2.3 -18.3 0.8 -15.7 -10.6 -12.1 2 30.1 20.6 24.0 16.5 11.6 -9.0 10.0 -6.4 -10.8 -12.1 continued BASIC WIND ROOF ANGLE ROOF RISE LOAD CASE ZONES SPEED (degrees) IN 12° Horizontal Pressures Vertical Pressures Overhangs (mph) A B C D E F G H EOH G OH 140 0 to 5 ° Flat 1 31.1 - 16.1 20.6 -9.6 -37.3 -21.2 -28.0 -16.4 -52.3 -40.9 10 ° 2 1 35.1 - 14.5 23.3 -8.5 47.3 -22.8 -26.0 -17.5 -52.3 -40.9 15 ° 3 1 39.0 - 12.9 26.0 -7.4 -37.3 -24.4 -26.0 -18.6 -52.3 -40.9 20 ° 4 1 43.0 - 11.4 28.7 2.3 -37.3 -26.0 -26.0 -19.7 -52.3 -40.9 25 ° 6 1 39.0 6.3 28.2 8.4 -17.3 -23.6 -12.5 - 19.0 -32.3 -27.5 2 - - - - -6.6 -12.8 -1.8 -8.2 - - 30 ° to 45 ° 7 to 12 1 35.0 23.9 27.8 19.1 2.7 -212 0.9 -18.2 -12.3 -14.0 2 35.0 23.9 27.8 19.1 13.4 -10.5 11.7 -7.5 -12.3 -14.0 150 0 to 5 ° Flat 1 35.7 - 18.5 23.7 -11.0 -42.9 -24.4 -29.8 -18.9 - 80.0 -47.0 10 ° 2 1 40.2 - 18.7 26.8 -9.7 -42.9 -26.2 -29.8 - 20.1 -60.0 -47.0 15 ° 3 1 44.8 - 14.9 29.8 -8.5 -42.9 -28.0 -29.8 -21.4 -60.0 -47.0 20 ° 4 1 49.4 -13.0 32.9 -7.2 -42.9 -29.8 - 29.8 -22.6 -60.0 -47.0 25 ° 6 1 44.8 7.2 32.4 7.4 -19.9 -27.1 -14.4 -21.8 -37.0 -31.8 2 - - - - -7.5 -14.7 -2.1 -9.4 - - 30 ° to 45 ° 7 to 12 1 40.1 27.4 31.9 22.0 3.1 -24.4 1.0 -20.9 -14.1 -16.1 2 40.1 27.4 31.9 22.0 15.4 -12.0 13.4 -8.6 -14.1 -16.1 170 0 to 5 ° Flat 1 45.8 - 23.8 30.4 -14.1 -55.1 -31.3 -38.3 -24.2 -77.1 -80.4 10 ° 2 1 51.7 - 21.4 34.4 -12.5 - 55.1 - 33.8 -38.3 -25.8 -77.1 -80.4 15 ° 3 1 57.6 - 19.1 38.3 - 10.9 -55.1 -38.0 -38.3 - 27.5 -77.1 -80.4 20 ° 4 1 83.4 -16.7 42.3 -9.3 - 55.1 48.3 - 38.3 -29.1 -77.1 -80.4 25 ° 8 1 57.5 9.3 41.6 9.5 - 25.6 -34.8 -18.5 -28.0 - 47.6 -40.5 2 - - - - -9.7 -18.9 -2.6 -12.1 - - 30 ° to 45 ° 7to 12 1 51.5 352 41.0 282 4.0 -31.3 1.3 -28.9 -18.1 -20.7 2 51.5 35.2 41.0 28.2 19.8 -15.4 17.2 -11.0 -18.1 -20.7 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 degree = 0.0174 rad,1 mile per hour = 0.44 mis, 1 pound per square foot =47.9Wm 5/2/08 10:50 AM TABLE 1609.6.2.1(2) NET DESIGN WIND PRESSURE (COMPONENT AND CLADDING), p ne t 30 (Exposure B at h = 30 feet for I w =1.0) (psf) ZONE EFFECTIVE BASIC WIND SPEED V (mph -3- second gust) WIND AREA 85 90 100 110 120 130 140 150 170 Roof 0 to 7 degrees 1 10 5.3 -13.0 5.9 -14.6 7.3 -18.0 8.9 -21.8 10.5 -25.9 12.4 -30.4 14.3 -35.3 16.5 -40.5 21.1 52.0 1 20 5.0 -12.7 5.6 -142 6.9 -17.5 8.3 -21.2 9.9 -252 11.6 -29.6 13.4 -34.4 15.4 -39.4 19.8 -50.7 1 50 4.5 -12.2 5.1 -13.7 6.3 -16.9 7.6 -20.5 9.0 -24.4 10.6 -28.8 12.3 -33.2 14.1 -38.1 18.1 -48.9 1 100 42 -11.9 4.7 -13.3 5.8 -16.5 7.0 -19.9 8.3 -23.7 9.8 -27.8 11.4 -32.3 13.0 -37.0 16.7 -47.6 2 10 5.3 -21.8 5.9 -24.4 7.3 -302 8.9 48.5 10.5 -43.5 12.4 -51.0 14.3 -59.2 16.5 -67.9 21.1 -87.2 2 20 5.0 -19.5 5.6 -21.8 6.9 -27.0 8.3 -32.6 9.9 -38.8 11.6 -45.8 13.4 -52.9 15.4 -80.7 19.8 -78.0 2 50 4.5 -16.4 5.1 -18.4 6.3 -22.7 7.6 -27.5 9.0 -32.7 10.8 -38.4 12.3 -44.5 14.1 -51.1 18.1 -65.7 2 100 4.2 -14.1 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -382 13.0 -43.9 16.7 58.4 3 10 5.3 -32.8 5.9 -36.8 7.3 -45.4 8.9 -55.0 10.5 -85.4 12.4 -76.8 14.3 -89.0 16.5 -102.2 21.1 -131.3 3 20 5.0 -272 5.8 -30.5 6.9 -37.6 8.3 -45.5 9.9 -542 11.6 -83.6 13.4 -73.8 15.4 -84.7 19.8 -108.7 3 50 4.5 -19.7 5.1 -22.1 6.3 -27.3 7.6 -33.1 9.0 -39.3 10.6 -462 12.3 -53.5 14.1 -81.5 18.1 -78.9 3 100 4.2 -14.1 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -382 13.0 -43.9 16.7 58.4 Roof > 7 to 27 degrees 1 10 7.5 -11.9 8.4 -13.3 10.4 -18.5 12.5 -19.9 14.9 -23.7 17.5 - 27.8 20.3 -32.3 23.3 - 37.0 30.0 -47.6 1 20 8.8 -11.6 7.7 -13.0 9.4 -16.0 11.4 -19.4 13.6 -23.0 16.0 -27.0 18.5 -31.4 21.3 -38.0 27.3 -46.3 1 50 6.0 -11.1 6.7 -12.5 8.2 -15.4 10.0 -18.6 11.9 -22.2 13.9 -28.0 16.1 -302 18.5 -34.6 23.8 -44.5 1 100 5.3 -10.8 5.9 -12.1 7.3 -14.9 8.9 -18.1 10.5 21.5 12.4 -25.2 14:3 -29.3 16.5 -33.8 21.1 -43.2 2 10 7.5 -20.7 8.4 -232 10.4 -28.7 12.5 -34.7 14.9 -41.3 17.5 - 48.4 20.3 582 23.3 -64.5 30.0 -82.8 2 20 6.8 -19.0 7.7 -21.4 9.4 -28.4 11.4 -31.9 13.6 -38.0 18.0 -44.8 18.5 -51.7 21.3 -59.3 27.3 -76.2 2 50 6.0 -16.9 6.7 -18.9 82 -23.3 10.0 -282 11.9 -33.8 13.9 -39.4 16.1 -45.7 18.5 -52.5 23.8 -67.4 2 100 5.3 -152 5.9 -17.0 7.3 -21.0 8.9 -25.5 10.5 -30.3 12.4 -35.6 14.3 -412 16.5 -47.3 21.1 -60.8 3 10 7.5 -30.8 8.4 -34.3 10.4 -42.4 12.5 -51.3 14.9 -61.0 17.5 - 71.6 20.3 - 83.1 23.3 - 95.4 30.0 -122.5 http:// ecodes. iccsafe.org /Icce /gateway.dll7F= templates &fn=defauh.htm &vId =icc:florida building Page 3 of 5 ecocie a • • • ••• • • • ••• 5/2/08 10:50 AM (L I t7° 3 20 6.8 -28.6 7.7 -32.1. %f4 .39.4 144 :-4t1 • ne 47.1 16.0 -67.0 18.5 -77.7 21.3 -89.2 27.3 -114.5 3 50 8.0 -26.0 8.7 -29.1 • 8.2 • Q 1 T.9 -61.8 13.9 -60.8 16.1 -70.5 18.5 - 81.0 23.8 -104.0 3 100 5.3 -24.0 5.9 -26.9. 7.3 •-33'j • .-41 145 • /9 12.4 -56.2 14.3 -85.1 16.5 -74.8 21.1 -98.0 Roof > 27 to 46 degrees 1 10 11.9 -13.0 13.3 -14.6 16.5 -18.0 19.9 -21.8 23.7 - 25.9 27.8 - 30.4 32.3 -35.3 37.0 -40.5 47.8 -52.0 1 20 11.8 -12.3 13.0 -13.8 16.0 -17.1 19.4 - 20.7 23.0 24.6 27.0 -28.9 31.4 -33.5 36.0 -38.4 46.3 -49.3 1 50 11.1 -11.5 12.5 -12.2 15.1 - 15.9 18.8 -12.2 224 -22¢ 28.0 - 28.8 302 31.1 34.8 -35.7 44.5 -45.8 1 100 10.8 -10.8 12.1 -16.i • 146e-14.9 s 38.1 . - 1111.1 21• • - 2/.5.25.2 - 25.2 29.3 -29.3 33.6 -33.6 43.2 -43.2 2 10 11.9 -15.2 13.3 -1.0 4 : 1 % • 9.21.0 29.9 5. 23'7 •-32.8 27.8 - 36.6 32.3 -412 37.0 -47.3 47.6 -60.8 2 20 11.6 -14.5 13.0 -18.3 .1 0 20.1 39.4 4-2 2 0 • 3 - 26.0. • 27.0 -34.0 31.4 -39.4 38.0 -45.3 46.3 -58.1 2 50 11.1 -13.7 12.5 -15.3 15.4 -18.9 • t8'.6 42.9 222 271 26.0 -32.0 30.2 -37.1 34.6 - 42.5 44.5 -54.6 2 100 10.8 -13.0 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 -40.5 43.2 52.0 3 10 11.9 -152 13.3 -17.0 18.5 -21.0 19.9 - 25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -80.8 3 20 11.6 -14.5 13.0 -16.3 4&0. -20.1 59.4.44.3.230 49.0 27.0 -34.0 31.4 -39.4 36.0 - 45.3 48.3 -58.1 3 50 11.1 -13.7 12.5 - 15.3 5.4 :-J0.9: 1 8' 9•12 2 •- .2 26.0 -32.0 30.2 -37.1 34.6 - 42.5 44.5 -54.6 3 too, -13.0 12.1 -14.8 149. 8.0.14 1 .41.8.21.5 261 25.2 -30.4 29.3. 35.3 33.6 -40.5 43.2 -52.0 Wall 4 +10 13.0 -14.1 14.8 -15.8 at0 :-12.541,8 • •- .6 9 •- .1 30.4 -33.0 35.3 -38:2 40.5 -43.9 52.0 -56.4 4 2Q 12.4 -13.5 13.9 -15.1 17.2 -18.7 0.8 - 22.6 .9 29.0 -31.6 33.T -36.T_ 38.7 -42.1 49.6 -54.1 4 50 ' 11.8 -12.7 13.0 -14.3 16.1 -17.6 19.5 - 21.3 23.2 -25.4 27.2 -29.8 '31.6 -34.6 362' - 39.7 48.6 -51.0 4 100 11.1 -12.2 12.4 -13.6 15.3 -16.8 18.5 - 20.4 22.0 -24.2 25.9 - 28.4 30.0 -33.0 34.4 -37.8 442 -48.6 4 500 9.7 -10.8 10.9 -12.1 13.4 -14.9 182 -18.1 19.3 - 21.5 22.7 - 252 26.3 -29.3 - 302 -33.6 _38.8 -43.2 5 10 13.0 -17.4 14.6 -19.5 18.0 -24.1 21.8 -29.1 25.9 -34.7 30.4 -40.7 35.3 -47.2 40.5 -54.2 52.0 -69.6 5 20 12.4 -16.2 13.9 -18.2 17.2 - 22.5 20.8 -272 24.7 -32.4 29.0 -38.0 33.7 -44.0 38.7 -50.5 49.6 -84.9 5 50 11.6 -14.7 13.0 -16.6 16.1 -20.3 19.5 - 24.6 23.2 - 29.3 272 34.3 31.6 39.8 382 -45.7 46.6 -58.7 5 100 11.1 -13.5 12.4 -15.1 15.3 -18.7 18.5 -22.6 22.0 - 26.9 25.9 -31.6 30.0 -36.7 34.4 321 _44.2 -54.1 5 500 9.7 -10.8 10.9 -12.1 13.4 -14.9 182 -18.1 19.3 - 21.5 22.7 - 252 26.3 - 29.3 302 -33.6 38.8 -43.2 For SI: 1 foot = 304.8 mm, 1 degree = 0.0174 rad, 1 mile per hour = 0.44 m/s, 1 pound per square foot = 47.9 Wm 2 . Note: For effective areas between those given above, the load Is permitted to be interpolated, otherwise use the Toad associated with the lower effective area_ TABLE 1609.6.2.1(3) ROOF OVERHANG NET DESIGN WIND PRESSURE (COMPONENT AND CLADDING), p nef 30 (Exposure B at h = 30 feet for / w =1.0) (psf) ZONE EFFECTIVE WIND BASIC WIND SPEED V (mph-3-second gust) AFtEA (aq• ft-) Room 0 to 7 degrees 90 100 110 120 130 140 150 170 2 10 -21.0 -25.9 -31.4 -37.3 - 43.8 -50.8 -58.3 -74.9 2 20 -20.6 -25.5 -30.8 -38.7 -43.0 -49.9 -57.3 -73.6 2 50 -20.1 - 24.9 -30.1 -35.8 -42.0 -48.7 -55.9 -71.8 2 100 -19.8 - 24.4 -29.5 -35.1 -41.2 -47.8 -54.9 -70.5 3 10 -34.6 -42.7 -51.6 -61.5 -72.1 - 83.7 -96.0 -123.4 3 20 - 27.1 -33.5 -40.5 -48.3 -58.6 -65.7 -75.4 -98.8 3 50 -17.3 -21.4 -25.9 -30.8 -38.1 - 41.9 -48.1 -61.8 3 100 -10.0 -12.2 -14.8 -17.6 -20.6 -23.9 -27.4 -35.2 Roof > 7 to 27 degrees 2 10 -27.2 - 33.5 -40.6 - 48.3 -56.7 -85.7 76.5 -96.9 2 20 -27.2 - 33.5 -40.6 -48.3 -58.7 -65.7 -75.5 -96.9 2 50 -27.2 - 33.5 -40.6 - 48.3 58.7 -85.7 -75.5 -96.9 2 100 - 27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 3 10 - 45.7 -58.4 -68.3 -81.2 -95.3 -110.6 -126.9 -163.0 3 20 -41.2 -50.9 -81.6 -73.3 -88.0 -99.8 -114.5 -147.1 3 50 -35.3 - 43.6 -52.8 -82.8 -73.7 - 85.5 -98.1 -128.1 3 100 - 30.9 - 38.1 148.1 - 54.9 -84.4 -74.7 -85.8 -110.1 Roof > 27 to 45 degrees 2 10 - 24.7 -30.5 -38.9 -43.9 -51.5 -59.8 -68.6 -88.1 2 20 -24.0 - 29.6 -35.8 - 42.8 -50.0 -58.0 -68.5 -85.5 2 50 -23.0 - 28.4 -34.3 - 40.8 -47.9 -55.6 -63.8 -82.0 2 100 -22.2 - 27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 3 10 - 24.7 30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 3 20 -24.0 - 29.6 -35.8 -42.8 - 50.0 -58.0 -68.5 -85.5 3 50 -23.0 - 28.4 -34.3 -40.8 -47.9 - 55.5 -63.8 -82.2 3 100 -22.2 -27.4 -33.2 -39.5 - 48.4 -53.8 -81.7 -79.3 For SI: 1 foot = 304.8 mm, 1 degree = 0.0174 rad, 1 mile per hour = 0.45 m/s, 1 pound per square foot = 47.9 N/m 2 . Note: For effective areas between those given above, the load is permitted to be Interpolated, otherwise use the load associated with the tower effective area. TABLE 1609.6.2.1(4) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, (1) MEAN ROOF HEIGHT (feet) EXPOSURE B C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.68 35 1.05 1.45 1.70 40 1.09 t49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 For SI: 1 foot = 304.8 mm. http: / /ecodes.iccsafe.org /Icce/ gateway. till f= templates &fn =defauh.htm &vidaicc:florida building Page 4 of 5 eCode( 5/2/08 10:50 AM 0 • • ••• • • • ••• a. All table values shall be adjusted for other exposures and heights by multipyi4 f abgire ate.. •: : • • • ••• • • • TABLE 1609.2.1(5) s • ••• • • • • •• . GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf) EFFECTIVE WIND AREA BASIC WIND §PF V imph - 3•secAIU • • • • • •1 Width Height 85 90 100 OBI . • A28 • • 30• • • 1� 150 (g) (g) • • • • • • • • • • Roof Angle 0 -10d • • ••• ••• ••• ••• ••• 8 8 10.5 -11.9 11.7 -13.3 14.5 -16.4 17.5 - 19.9 20.9 -23.6 24.5 -27.7 28.4 -32.2 32.6 -38.9 10 10 10.1 -11.4 11.4 -12.7 14.0 -15.7 17.0 - 19.0 20.2 - 22.7 23.7 -26.6 27.5 -30.8 31.6 -35.4 14 14 10.0 -10.7 10.8 -12.0 13.3 -14.8 16.1 -17.8 J83 -2 ,5 -35.1 26.1. - 29.1 30.0 -33.4 Roof Angle > 10 • • • • • • • • • 9 7 11.4 -12.9 12.8 -14.5 15.8 -17.9 19.1 16 7 10.9 -12.2 12.3 -13.7 15.2 18 9 18.3 -2 0• 4 1 Q S -88.5 29.. 43.1 341 -38.0 For SI: 1 Square foot = 0.929 Sqm, 1 mph = 0.447 mis, 1 psf = 47.88 N/sgm. • • • • • • • ••• • • 1. For effecctive areas or wind speeds between those given above the load may be interpolated, otherwise use the bad associated with the lower effective area. 2. Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in Table t6Q9.6 T(41 . 3. Plus and minus signs signify pressures acting toward and away from the building surfaces. 4. Negative pressures assume door has 2 feet of width in building's end zone. TABLE 1610.1 SOIL LATERAL LOAD DESCRIPTION OF BACKFILL MATERIAL c UNIFIED SOIL DESIGN LATERAL SOIL CLASSIFICATION LOAD a ( pound per square foot per foot of depth) Active At -rest pressure pressure WeH- graded, clean gravels; gravel-sand mbces GW 30 60 Poorly graded clean gravels; gravel-sand mixes GP 30 60 Silty gravels, poorly graded gravel-sand mixes GM 40 80 Clayey gravels, poorly graded gravel- and -day mixes GC 45 60 Well- graded, dean sands; gravelly sand mixes SW 30 80 Poorly graded clean sand; sand - gravel mixes SP 30 60 Silty sands, poorly graded sand -silt mixes SM 45 60 Sand -silt clay mix with plastic fines SM-SC 45 100 Clayey sands, poorly graded sand-clay mixes SC 80 100 Inorganic silts and clayey silts ML 45 100 Mixture of inorganic silt and clay ML-CL 60 100 Inorganic days of low to medium plasticity CL 60 100 Organic silts and silt days, low plasticity OL Note b Note b Inorganic clayey silts, elastic silts MH Note b Note b Inorganic clays of high plasticity CH Note b Note b Organic days and silty days OH Note b Note b For SI: 1 pound per square foot per foot of depth = 0.157 kPa/m,1 foot = 304.8 mm. a. Design lateral soil loads are given for mom conditions for the specified soils at their optimum densitbs. Actual fled conditions shall govem. Submerged or saturated sots pressures shall Include the weight of the buoyant salt plus the hydrostatic bads. b. Unsuitable as baddifl material. c. The definition and classification of soil materials shall be In accordance with ASTM D 2487. http: / /ecodes.iccsafe.org /lcce/ gateway. dllT f= templates &fn =defauh.htm &vld =icc:florida building Page 5 of 5 MtAM3 COUNTY • • •• •• • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BO t ; • PRODUCT CONTROL DIVISION • • • • • • • • • • •• ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. •" • • • •" 6 01 N.W. 12 Ave. • • •' ' • Pompano Beach, FL 33069 • •• • • • • • •. • •• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • ,f40 WEST FLAGLER STREET, SUITE 1603 • • MIAMI, FLORIDA 33130 -1563 • • • (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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: Series "805" Aluminum Horizontal Rolling Window w/ wo Reinforcements -L M I. APPROVAL DOCUMENT: Drawing No.S805 -LM, titled "Series 805 Aluminum Horizontal Rolling Window ", sheets 1 through 6 of 6, dated 12/05/03 and last revised on 02 -12 -2006, prepared by manufacturer, signed sealed by Kelvyn Whitfield, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises # 04-0120.02 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. NOA No 06- 0329.02 Expiration Date: May 13, 2009 Approval Date: July 13, 2006 Page 1 NOTICE OF ACOEPT'AMCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from t1e # 04- 01.24.01) . 1. Manufacturers die diawira i anti sgctis sr ; ; . •. 2. Drawing No.S805 -1110, t ltd "S 'ieS,805 Muinfnt 1m Horizontal Rolling Window ", sheets 1 through 6 of 6, dated 12/05/03 and last revised on 02 -12 -2006, prepared by manufacturox, signed sealed by.Keliiyn Whitfield, P.E 13. TESTS (transferred from file 140410121X1): :: • • 1. Test reports on 1) Air j ilttaloii.Te :t, tid ,'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 and TAS 202 -94 Along with marked -up drawings and installation diagram of alum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3946, dated 11/04/03, signed & sealed by Edumundo Largaespada, P.E. 2. Additional Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3995, dated 11/13/03, signed and sealed by Edumundo Largaespada, P.E. C CALCULATIONS 1. Anchor verification calculations dated 01 -31 -2006, complying FBC -2004, prepared, signed and sealed by Kelvyn Whitfield, P.E. 2. Anchor verification calculations and structural analysis dated 12 -31 -03 and last revised on 03 -17 -2004 prepared, signed and sealed by Kelvyn Whitfield, P.E. (transferred from file # 04- 0120.01) D. QUALITY ASSURANCE BY: 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for "Dupont Butacite ® PVB ", expiring on 12/11/05. 2. Notice of Acceptance No. 03- 117.05 issued to "Surface Specialties Inc" for "Uvekol ", expiring on 02/08/09. (Rev NOA #02- 0429.06 -UCB Chemical Corp). F. STATEMENTS 1. Statement letter of FBC compliance, dtd 01- 31 -06, signed by K. Whitfield, P.E. 2. Statement letter of compliance dated 11- 10 -03, issued by Fenestration Testing lab G. OTHER 1. This NOA revises # 04- 0120.01, expiring May 13, 2009. 2. Test Proposal dated 10 -23 -03 approved by BCCO. 3. "Uvekol laminator list" issued by Surface specialties, signed by J. Shaw, Ph.D. Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 06- 0329.02 Expiration Date: May 13, 2009 Approval Date: July 13, 2006 E -1 1/2 MAX. T R. AT HEAD/SILL CORNERS 111 MM. FRAME WIDTH If f 14 5/6' VENT We DTH ,�. -.13 • „ 3 © • ^-- TYP. MA . 3�'-' 1 HEAD/541. r � 32 1/2" MAX. FIXEDLRE OLO. P T i g i o i STEEL REDff qq o 415 \3" i L - r 5 TYR AT t CORNERS 5 /2 MAX. TYP. AT JAM8 CORNERS MAX VENF W10TH 74" MAX. FRAME WIDTH TYP. AT DESIGN PRESSURE (ALUMINUM REINFORCEMENT) POSITIVE + 55.0 PSF NEGATIVE - 55.0 PSF 7/16 OVERALL LAMINATED ANN. UVEKOL TEST REPORT No.: FTL -3995 MAX. AT NEAO/SILL CORNERS 5 1/2" MAX. TYP. A7 JAM8 CORNERS 74 MAX. FRAME WIDTH 38 MAX. �rL VENT YAWN 3 IE GENERAL NOTES 14 5/8" MAX. TM. AT HEAO/SILL 51 TYP. AT JAMB -' CORNERS DESIGN PRESSURE (STEEL REINFORCEMENT) WITH 3 5/8" SILL RISER POSITIVE + 90.0 PSF NEGATIVE - 90.0 PSF 7/16 OVERALL LAMINATED H.S. UVEKOL OR SENTRY GLASS PLUS TEST REPORT No.: FTL -3946 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 1300 -02 (3 SECOND GUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY SERIES 805 HORIZONTAL ROLLING WINDOW (LARGE MISSILE IMPACT) (UNITS VIEWED FROM EXTERIOR) SCALE: 1/2 m 1' -0 1. PRODUCT APPROVAL DRAWINGS ARE BASED ON TEST REPORTS NUMBERS FTL -3946 AND FTL -3995, AS LISTED ACCORDINGLY FOR EACH UNIT (SEE ELEVATIONS ABOVE) 2. DRAWINGS PROVIDE ANCHOR INFORMATION FOR WOOD FRAME. STRUCTURAL CONCRETE /CONCRETE BLOCKS & METAL STRUCTURE CONTRUCTIONS (SEE SHEET 4 OF 6) 3. GLAZING: 7/16 OVERALL LAMINATED HEAT STRENGTHENED OR ANNEALED UVEKOL-L10. RESIN OR SENTRY GLASS PLUS (SEE CORRESPONDING DESIGN PRESSURE TABLES AND GLAZING DETAILS) 4. GLAZING METHOD: EXTERIOR GLAZED WITH 0.455 PENETRATION, USING DOW CORNING 995 SILICONE AND ALUMINUM GLAZING BEAD (SEE GLAZING DETAILS) 5. SEALANTS: A NARROW JOINT OF SEALANT IS APPLIED ON ALL PANEL AND FRAME CORNERS AND INSTALLATION SCREW HEADS. 6. CONFIGURATIONS: OX /X0 ( ±55.0 PSF) OR OX /X0, XOX ( ±90.0 PSF) 7. DESIGN PRESSURE RATING: SEE CORRESPONDING CHARTS BELOW BELOW EACH ELEVATION. 8. ANCHORAGE: SINGLE ROW OF FASTENERS SHALL BE AS LISTED AND SPACED AS SHOWN (SEE CORRESPONDING ELEVATIONS) 9. ATTACHMENT TO WOOD BUCKS AND SUBSTRATES: TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 10. SHUTTERS REQUIREMENT: NO SHUTTERS ARE REQUIRED. 11. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONES. 12. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. J •RE, •••• •••4 • •4 • • •••4 • •••• •••4 • • • •••• •••0 • • • • • •• •• •• • WITH SECTION 2403.02 OF•PBC•@DFTION 2004 • • • • • • ••• • rye • • •. .. •• • _____ •6 • •• Xsptradge Oslo 74e7 Nog Dab KELVYN WHITFIELD. P.E. FLORIDA CERTIFICATE No.24140 F e. Z _ • • B • 0 Z �J m • J• s..• J — I 0.1 1 E • WP• I L ■ Z• i?• 0 ct ICI• •�t • ce 0 _•••• t • k b 1 ORAWINO No.. S805 —LM SHEET 1 OF 6 --•-•-•-•-- SERIES 805 0 w 1 5/16" z 1/4" WHEEP HOLE ONE AT EACH SIDE OF SILL. 0 2 0 VERTICAL SECTION 0 JAMB (LOCK SIDE) CROSS SECTIONS ( ±55.0 PSF) 3 MEETING RAIL 2 (ALUM. REINFORCEMENT) 3/16" ANNEALED DOW CORNING 995 EXTRUDED GLAZING BEAD 0 W 0.120" UVEKOL S LIQUID —RESIN INNER LAYER BY SURFACE SPECIALTIES, INC. 3/16" ANNEALED .455" GLASS BITE GLAZING DETAIL SCALE: FULL SIZE ("Th JAMB 2 (FIXED SIDF.� • • • • •••• • • • •• • • •• • • • •••• • • • • • • • • •••• • • • • • • • • •• •• •• •• • • • • • • •••• • • • • •••• • • • PRODUC71ZEVJSED • • • as complying with the F & W • - Ihddlog Acceptance eN No 06 , •03214.z Etplratin DateMAYi"v.7affq By tMe 1 Zna�� i Dade Coated Midas KELVWN 5VHITFIELD, P.E. FLORIDA CERTIFICATE No.24140 0 0 E Q •*• • •_J ' c DLO •O'• h CO • w b . Li) E .9•••• • • • • • • 8 a �� q^ N yy 1 T 0: 1 DRAWING No- S805-LM ( SHEET 2 OF B )l O O Z_ m • O o • z . J • • o ° c. �• • J .e I- • CC 1 111• O • • ,Tr•••+ 1 1 p E S • • • DRAWING No.. S805 —LM SHEET S GF 8 / 0 0 sit o 0 SIUCONE BEAD ° SJ 1 5/16" x 1/4 WHEEP HOLE ONE AT EACH SIDE OF SILL O VERTICAL SECTION 3 5 JAMB 3 (LOCK SIDE) 0 3 2 JAMB (LOCK SIDE) CROSS SECTIONS ( ±90.0 PSF) EXTERIOR FRAME WIDTH ( - MEETING RAIL 3 (STEEL REINF.) t 27-- �24 41 7777, ig .L.7:w,u EXTERIOR FRAME WIDTH 3 MEETING RAIL 4 .3 )(STEEL REINFORCEMENT) 3(FIXE D SIDE) r7—MEETING RAIL 3 (STEEL REINF.) 3/16° HEAT STRENGTHENED DOW CORNING 995 GLAZING BEAD 0 fa" I v v 0.100 SENTRY GLASS PLUS INNER LAYER BY DUPONT, OR 0.120° UVEKOL S LIQUID -RESIN INNER LAYER BY SURFACE SPECIALTIES, INC. 3/16° HEAT STRENGTHENED raeoucreaviage a 11•QIQIi A AA x.J 309.02. �cSN ti� Miami OiMde• .455" GLASS BITE GLAZING DETAIL SCALE: FULL SIZE • • • • • • •_ � r - JAMB 3 (LOCK SIDE) •••• • • •• • • • •• • • • •••• • • • • •• •• • •••• • •' , • • • • • • I •• • KELVYN WHITFIELD, P.E. FLORIDA CERTIFICATE No.24140 0 0 o P o a e z.. a ^ = m z Z o 2 M a. e . TYPICAL HEAD /SILL ATTACHMENT TO CONCRETE SUBSTRATE 1 1/4" MIN. EMBED. 1 BY P.T. WOOD BUCK, (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL \zm 22 W 1 BY P.T. WOOD BUCK, (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL 1/4" MAX. STIFF METALLIC SHIM 1 x 3/4 x 1/8 x 4" LONG, PRE— DRILLED & FACTORY INSTALLED ALUM. CLIP (ITEM #33) AT FRAME HEAD ONLY, 23" FROM FRAME CORNER (VENT SIDE ONLY), ATTACHED TO FRAME WITH TWO #10x1" PH. SELF DRILLING SCREWS (TYP. FOR ALL APPUCATIONS) ELCO 1/4 "0 HH. TAPCON (MUST PASS THRU CHANNEL, ITEM 1 33) ELCO 1/4 "• HH. TAPCON (MUST PASS THRU SILL CUP, ITEM #9) 12 LONG, PRE — DRILLED & FACTORY INSTALLED ALUM. SILL CLIP ADAPTER (ITEM #9) AT FRAME SILL INTERLOCKS ONLY. (TYP. ALL APPUCATIONS) ELCO 1/4 "0 FH. TAPCON 1/4" MAX. STIFF METALLIC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO CONCRETE SUBSTRATE ELCO 1/4 "0 HH. TAPCON (MUST PASS THRU C EL, ITEM #33) IIIII� rr ■ TYPICAL HEAD /SILL ATTACHMENT TO WOOD SUBSTRATE 2 BY P.T. W000 BUCK, (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL ELCO 1/4 "0 FH. TAPCON 1/4" MAX. STIFF METALLIC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO WOOD SUBSTRATE �?m .� W 2 BY P.T. WOOD BUCK, (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL 1/4" MAX. STIFF METALLIC SHIM ELCO 1/4 ° 0 HH. TAPCON IN TO BE ENGINEERED SEPARATELY ALUMINUM: 6063 —T5 ALLOY MIN. ALUM.: Fy = 23 1<51 MIN. SI tLL: Fy = 33 KSI MIN. (STEE OR ALUM. 1 -.:" MIN. THICKNESS) I %%f 1/.Ii/ • 1! 0 0 •• - \ • TYPICAL HEAD /SILL ATTQChIMENT • TO METAL STRUCTURES (STEEL:OR AL©MINUM) • • • TO BE ENGINEERED SEPARATELY • • • ALUMINUM: 6063 —T5 ALL4)Y MN. • ALUM.: Fy = 23 KSI Mit • STEEL: Fy = 33 KSI MIN. (STEEL OR ALUM. 1/8" MIN. THICKNESS) ELCO 1/4 "0 DRILL—FLEX (GRADE 5) SELF DRILUNG SCREW. EXTERIOR IRM TYP. JAMB ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) MOULT HEV446,U as with tleElerdds bolinttlailkstr D ? OL 1/4 MAX. STIFF METALLIC SHI ELCO 1/4 ° 0 DRILL —FLEX (GRADE 5) SELF DRILLING SCREW. 1/4" MAX. STIFF METALLIC SHIM • ELCO 1/4 ° • DRILL•FLEX • • •(G 5) SELF DRRUM1C • •S f+ • • •• • • • • •• • •• •••• • • • •••• •••• TO BE ENGINEERED SEPARATELY • • • • • • • •• •• •• •• •• • • • • •• • KELVYN WHITFIELD, P.E. FLORIDA CERTIFICATE No.24140 0 1- Z _ 0 y • Z • E. 4 • CI Ike N• J 40■••• �• "• 0 • • • • 0 • T•••• rb No.. S805 —LM • • • • • • • • SHEET 4 OF 8 ) ITEM Q QUANTITY P PART No. M MATERIAL D DESCRIPTION L LOCATION 1 1 1 T TM -118 6 6063 -T6 ALUM. 3 3 1/8 LONG SPRING LOADED VENT LATCH W WINDOW VENT SIDE RAIL MIDSPAN (LOCK SIDE) 3 1 1 T TM -133A 8 8063 -T6 ALUM. F FRAME SILL BASE W WINDOW BOTTOM FRAME 4 1 1 T TM -130 6 6063 -T6 ALUM. F FRAME HEAD W WINDOW TOP FRAME 5 1 1 T TM -131A 6 6063 -T6 ALUM. F FRAME JAMB (FIXED SIDE, *55.0 PSF) W WINDOW SIDE FRAME 6 1 1 T TM- 132 6 6063 -T6 ALUM. F FRAME JAMB (LOCK SIDE) W WINDOW SIDE FRAME 7 1 1 T TM -131A 6 6063 -T6 ALUM. F FRAME JAMB (FIXED SIDE, ±90.0 PSF) W WINDOW SIDE FRAME 8 1 1 T TM -134 6 6063 -T6 ALUM. F FRAME SILL TOP W WINDOW BOTTOM FRAME 9 1 1 /INTERLOCK T TM -135 6 6063 -T6 ALUM. F FRAME SILL CUP ADAPTER (12" LONG) W WINDOW FRAME SILL, AT EACH INTERLOCK (ALL UNITS) 10" 1 1 T TM -136 6 6063 -T6 ALUM. F FRAME SILL TRACK W WINDOW FRAME SILL 11 1 1 T TM- 137 6 6063 -T6 ALUM. F FIXED MEETING RAIL W WINDOW FRAME 12 2 2 T TM- 138 6 6063 -T6 ALUM. V VENT TOP AND BOTTOM RAIL W WINDOW TOP & BOTTOM VENTS 13 1 1 T TM - 139 6 6063 -T6 ALUM. V VENT SIDE RAIL (LOCK SIDE) W WINDOW SIDE VENT 14 1 1 T TM -140 6 6063 -T6 ALUM. M MOVING MEETING RAIL W WINDOW SIDE VENT 15 4 4 /UTE -VENT T TM -141A 6 6063 -T6 ALUM. E EXTRUDED GLAZING BEAD ( ±55.0 PSF) W WINDOW GLASS PERIMETER 16 ( (1) STRIP W W31225 W WOOL F FIN SEAL WEATHERSTRIP -.270 x .220" HIGH F FRAME POCKET JAMB 17 ( (1) STRIP W W43371 W WOOL F FIN SEAL WEATHERSTRIP -.187" x .370 HIGH F FRAME POCKET JAMB/VENT SIDE RAIL (LOCK SIDE) 18 ( (1) STRIP W W43201 W WOOL F FIN SEAL WEATHERSTRIP -.187 x .200 HIGH F FIXED & MOVING MEETING RAILS AND SILL TOP 19 3 3 P P5043 W WOOL 1 1 7/16" x 7/8" x 1/2 FINSEAL PAD F FRAME TRACK (INTERLOCKS & LOCK ENDS) 20 2 2 /VENT - - -- P PLASTIC /BRASS W WHEEL HOUSING ASSEMBLY W WINDOW VENT BOTTOM RAIL ENDS •••• Far S ✓1 j oa f.- 1.43r ITEM Q5 TM -131A FRAME JAMB (FIXED SIDE) I � ----- 3.069' TM -130 FRAME HEAD 1.soe• --{ _ l TM -134 FRAME SILL TOP kih TM -140 MOVING MEETING RAIL .082' " r4 -+� .992' I` ITEM Q J TM -132 FRAME JAMB (LOCK SIDE) 3.069" TM -133A FRAME SILL BASE TM -137 FIXED MEETING RAIL TM -139 SIDE RAIL (LOCK SIDE) NOTE: ( ") DENOTES FULL LENGTH ��"-- TM -138 TOP AND BOTTOM RAIL TM -135 SILL CLIP ADAPTER TM -118 VENT LATCH LOCK � 1i1i 1►- 1.4901.4 8 A i .313" T 1.426" TM -136 SILL TRACK 435 I 040" r R PRODUCT =VIM t- 1-717 a p t as TM -141A A M•6� Q ivi EXTRUDED GLAZING BEAD T(EM GLAZING BEAD ANGLE • • • •• • 3.825" - ITEM CaI SILL RISER .082 •• • • • •• • KELVYN WHITFIELD, P.E. FLORIDA CERTIFICATE No.24140 • • • • • 6 O O F- §2 465 •• • Z • 411110 • • J J • • a i ••• I- u• • 1 DRAWING 1o.: S805-LM SHEET 5 OF 6 • .1J #12 x 1 1/4" PH.SMS ASSEMBLY SCREWS j12 x 1 1/4" PH.SMS. ASSEMBLY SCREWS WINDOW FRAME CORNER CONSTRUCTION DETAIL #10 x 1" PH.SMS. #10 x 1 PH.SMS. ASSEMBLY SCREWS ° ASSEMBLY SCREWS #10 x 1" PH.SMS. ASSEMBLY SCREWS OPERABLE VENT CORNER CONSTRUCTION DETAIL #10 x 1 ° PH.SMS. ASSEMBLY SCREWS FIXED MEETING RAIL CONSTRUCTION DETAIL STILE SHOWN FOR OX APPLICATIONS. REVERSIBLE ON XO APPLICATIONS. #10 x 1" PH.SMS. ASSEMBLY SCREWS MOOR REVOlin o L o�t�Z "3 : Z � f T ••• •••• • •• • • • •••• • •••• • •••• • 1 • 1 •• • • •••• • •• • • O ■• 0 A o ox Oz x $ Z 0 § a 4 r 0 Z _ F- z3.•g• O g• in 4, 8 oo N 4••• w al 0 • #12 x 1 1/4° PH.SMS. 0 6ASSEMBLY SCREWS DRAWING No.: FIXED VENT CORNER CONSTRUCTION DETAIL S805 —LM (XO /OX UNITS ±90 PSF) 1 SHEET 6 OF 6 1 1 1 1 1 1 1 J M I A M I•DADE CAD • •• • • • • • • ®� BUILDING CODE COMPLIANCE OFFICE (BCCO): • .. PRODUCT CONTROL DIVISION • • • .. • •.• • • • ••• • • • • •• •• • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • •.• MIAMI -DADE COUNTY, FLORIDA • • .. •• • • • METRO -DADE FLAGLER BUILDING • • • • • • i40•WEST FLAGLER STREET, SUITE 1603 • • • • • • • • MIAMI, FLORIDA 33130 -1563 • • • (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA },.. • • •• .. • • • • R.C. Aluminum Industries, Inc. • • • 75th •• • • • • • ••• ••' 2805 NW 75 Ave. Miami, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) 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 BCCO (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. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series ML 100 AlnminunLTube Mullion APPROVAL DOCUMENT: Drawing No. M04 - 05, titled "Aluminum Tube Mullions," sheets 1 through 7 of 7, prepared by AL- Farooq Corporation, dated 05/02104 revision "A" dated 07/13/04; signed and sealed by Hnmayoun 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 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 fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E - as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E. , Director, BCCO NOA No 04- 0608.05 Expiration Date: August 19, 2009 Approval Date: August 19, 2004 Page 1 • .. • .. • • • .. • • • • • .. . • • • • • • • • • • • • • ... • • • • • • • R.C. Aluminum Industries, Inc. NOTICE OF ACCjTANCEi'EVTDENCT SUBMITTED . • . . . • • •• • .... .. • .... .... • .. • • • • A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M04 -05, tit led : nnba 1Vluiribns," Sheets 1 through 7 of 7, prepared by AL- Farooq Corrbratibrn ctatCd,0 IO2/04revision "A" dated 07/13/04, signed and sealed by Humayoun rarooq,'P... • 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) Large Missile Impact Test per FBC, TAS 201 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report No.HETI -03 -1346, dated September 16 2003, signed and sealed by Rafael E. Droz -Seda, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -4024, dated January 14, 2004, signed and sealed by Edmundo Largespada, P.E. C. CALCULATIONS: 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by AL- Farooq Corporation, dated May 28, 2004, signed and sealed by Humayoun Farooq, P.E. 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, May 28, 2004, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) 1 4 Iri.� ' Herminio F. Gonzalez, P.E. dr Director, Building Code Compliance Office NOA No 04-0608.05 Expiration Date: August 12, 2009 Approval Date: August 12, 2004 E -1 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE ALL GLAZING PRODUCTS USED WfTH THESE MUWONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS I.0 WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRICTURE ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS 0111ER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF 1805 APPROVAL ALL CONCRETE STRUCTURE TO BE 3000 PSI MIN. STRENGTH. INSTRUCTIONS USE CHARTS AND GRAPHS AS FOLLOWS. STEP $ STEP 3 STEP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 5 . n-02U 7 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE 4.000 6,000 TYPICAL WINDOW FRAME TUBULAR SHAPES 2.000 +I ALLOY = 8053 -16 3,000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL, SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING sgr DR ST UCTU F FLA PE 18557 CAN. 3538 JUL 1 5 2004 TYPICAL GLAZING PRODUCT 4.000 • • • • • •• • • • • • • •• • Florida Date WOAD Mang Division Fay • ••• l • • • • • ••• • ••• •• a • • •• • 0 In Z O • •• � p LL • • ••••m ?¢•• 1 • ••• 1 n ••••• • • • •••• A ••• • • • • •• t Uo •• •• • • )r N P 0 s • • • Fr " u r drawing no. M04 -05 shoat 1 of 7 2 0 ••• • • • ••• • ••• • • • •• ••• • • ••• • ••• • 1 -3/4' MIN. FOR 3' TUBES 2 -3/4' MIN, ALL OTHERS ANGLE CUP 6063 —T6 NOTCH OPTIONAL .125 2 X 4 STD MULLION 6063 —T8 MULLION CUP 6063 —T6 1 -1/2 X 4 -1/2 CUSTOM MULLION 6083 —T6 NOTCH OPTIONAL MULLION ('d IP 6063 —T8 2 X 6 STD. MULL ION 6063 —T6 2 X 6 HEAVY MULLION 6063 —T6 _ 1 X 3 STD. MULLION 6063 -76 4.000 1 X 4 STD. MULLION 6063 -76 $n9r D�I. HUUAYOUN FAR000 STRUCTURES F1 C l 16657 JUL 1 5 2004 • • • •• • • • • • • •• • •••• ••• w • • •••• ••• • • • • • •• •• •• • • • • • • ••• • • • ••• • • •• •• • •• • Approved as aampying with tBe • • • • e .1 } a • • • • 5 S g � 9 drawing no. M04 -05 (sheet 2 of 7 ) •• • • • • ••• • ••• • •• • •• ••• • • 1• •• • ••• • DESIGN LOAD CAPACITY - PSI' (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 1 -1/2 DESIGN LOAD CAPACITY - P51 (TUBE MULLIONS) WINDOW D 1 -1 /2 1X3 1 2X4 4 -1/2 22 6 2 DIMS. X 1 -1/2 WIDTH (W) MULL SPAN 690. STD. SID. CUSTOM sm. HF,AXY WIDTH OW DIMS. 1 X 3 1 X 4 2 X 4 4 1/2 2 2 6 2 2 8 81` WOW DIMS. g 19 -7 8 MULL SPAN STD, STD. STD. CU OM STD. AEA.Y 'MOTH (W) MULL SPAN 1 X 3 1 X 4 2 X 4 4 -1/2 2 X 8 2 X 8 / 150.0 150.0 130.0 150,0 150.0 150.0 19-1/8" 74.8 150.0 150.0 150.0 150.0 150.0 19 -1/8° STD. 37.9 STD. CII 8 150.0 150.0 26 -1/2' 150.0 150.0 150.0 150.0 160.0 150.0 28 -1/2° 53.5 113.4 150.0 150.0 150.0 150.0 28-1/2' - 37.9 55,3 12.3.8 150.0 130.0 30° 150.0 150.0 150.0 150.0 150.0 150.0 30" 47.5 101.9 146.8 150.0 150.0 150,0 / - 27.3 39.9 89.3 111.0 150.0 37° 150.0 150.0 150.0 190.0 150.0 150.0 3D° 24.1 35.3 78.9 98.1 150.0 42° 37 " 38.5 82,8 120.7 150,0 150.0 150.0 3T 150.0 150.0 150.0 150,0 150.0 150,0 42" - 28.6 84.0 78.5 748.1 33.1 72.8 108.4 150.0 150.0 180.0 42° 48" 38 -3/8 150.0 150.0 150.0 150.0 150.0 150.0 48" 74 -1/4' 29.7 53.7 93.1 150.0 150.0 150.0 - 22 89.4 70.1 128.7 54" 150.0 150.0 150.0 180.0 150.0 150.0 �° 120" - 22.0 49.3 81.3 112.8 64 28.4 88.8 82.7 150.0 180,0 150.0 54° 60 150.0 150.0 150.0 150.0 150.0 150.0 60• - - g8+ 23,8 51.0 74.4 150.0 150,0 190,0 80^ 43.8 54.5 100.1 140,9 150,0 150.0 150.0 150.0 160.0 88" 39.5 49.0 90.1 72" 129.2 150.0 150.0 150,0 150.0 150.0 72' 21,8 46.3 87.7 150.0 150.0 180.0 72' - - 5 820 138.8 150.0 150.0 7y 35.9 44.8 81.9 - 42. 19 -1/8' 150.0 150.0 150.0 180.0 150.0 150.0 19 -1 / 8 ' 81.6 110.4 150.0 180.0 180.0 150,0 19-1/8" - - 32.9 40.9 75.1 - 26 -1/2' 150.0 150.0 150.0 150.0 150.0 150.0 26 -1/2° 37.2 79.7 116.4 150.0 150.0 150.0 26 -1/2' 28.5 41.8 93.0 115,8 150.0 _- 30° 150.0 150,0 150,0 150.0 150.0 150,0 30° 32.8 70.4 102.8 150.0 150.0 150.0 30+ 20.5 30.0 67.1 83.4 150.0 . 37' 121.6 150.0 150.0 150.0 150.0 150.0 37° - 28.6 59,3 73.7 135.4 42° 107.1 150.0 150.0 150.0 150.0 150.0 42" 28.8 57.1 83.4 150.0 150.0 150.0 37 _ 23.4 50.3 73,5 150.0 160,0 150,0 44+ 21.5 48.1 59.8 109,8 48 50-5/5" 93.7 150,0 150,0 150.0 150.0 150.0 48 64• 84 203 4 4.0 8 143.8 150.0 150.0 48° 132° 83,3 150.0 150.0 150.0 150.0 150.0 54 - 37.1 48.1 84.6 BO" 75.0 143.1 150,0 150.0 150.0 180.0 38.1 57.1 127.8 150,0 150.0 54° - _ 35.2 51.4 115.0 140.8 150.0 6p • 32.9 40.9 75.2 66 88.2 130.1 190.0 150.0 15013 150,0 88" - - - 72" - 32.0 48.7 104.6 128,0 150.0 86• 29.8 36.8 87.7 82.5 1193 150.0 150.0 150.0 150.0 72 27.0 33.5 81.5 79 -1/8` 141.3 150.0 130.0 130.0 750.0 150.0 19-1/8" - 29.3 42.8 95.9 1173 150.0 72' - _ 343 74.0 108.1 150.0 150,0 150.0 19-1/ 24.7 30.7 36.4 _ 26 -1/2` 102,0 150.0 150,0 150.0 150.0 150,0 29-1/2" / 21,9 32.0 71.8 89.0 150.0• • • • 24.9 53.4 78.0 150.0 150.0 150.0 28 -1/2' - 30" 90.1 190.0 150.0 150.0 150.0 150.0 � 23 _ 22.0 47.2 88.9 150.0 150.0 150.0 .1 51.7 64.3 , 716.0 • • 37" 73.0 150.0 150.0 150.0 150.0 160.0 37" 30' - 20.4 45.7 58.8 1043• • • • • 42" 84.3 138.0 150.0 150.0 150.0 150,0 42• - 33.7 49.2 110.1 138.6 150.0 42• - 3 7.0 48.0 84.5 • 48° • •••• 80" 58.3 120.7 150.0 150.0 160,0 180.0 48° - - 32.1 40.5 74.5 54" 50.0 107.3 150.0 150.0 190.0 150.0 54. 98" - 29.9 43,1 98.3 119.7 150.0 45 144° - - ... 28.2 38.3 85,8 106.4 150.0 54• 28.5 35.5 85.2 • • 80 45.0 98.9 141.1 150.0 150,0 150,0 60° - 25.4 31.5 57.9 • • • • 66' 40.9 87.8 128.3 180.0 150.0 150.0 6B• 23.6 34.4 77.1 96.8 160.0 60" - - 21.4 31,3 70.1 87.1 150.0 66• 22.8 28.4 52.1 72` 37,5 80,5 117.8 180,0 150.0 180,0 72" 19-1/8" 1221 150.0 150.0 150.0 150.0 150.0 19 -7 /8' - - 28.7 84.2 79.8 148,9 72" 28 -1/2' 881 150.0 150.0 150.0 180.0 150.0 25-1/2" 24,2 51.9 75.9 150.0 150.0 150.0 , 30" / - 37,8 54.8 122,8 150.0 150.0 77.8 150.0 150.0 150.0 150,0 150.0 30 37° 83.1 135.3 180.0 150.0 150,0 150.0 37• - 33.1 48.4 1083 134.5 1 50.0 42° - 28.9 39.2 87.8 109.1 180.0 48' 55.8 119.2 150.0 150.0 150.0 150.0 42 8 3 ° 48.8 104.3 150.0 150.0 150.0 150.0 48• - 23.7 34.8 77.3 98.1 150.0 54° 43.2 82.7 135.4 150.0 150.0 150.0 " 106" - 20.7 30.2 67.7 84.1 150.0 80' 38.9 83.4 121.8 150,0 150.0 150,0 80^ - - 28.9 50.1 74.7 137.3 66 35.4 75.8 110.8 150.0 150.0 150.0 B6+ - 24.2 54.1 87.3 123.8 - 72 32.4 89.5 101.8 150.0 150.0 150.0 72• - 22.0 49.2 81.2 112.3 - 20.2 45.1 58.1 103.0 NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS WIDTH (w) a wt + W2 2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZINO PRODUCT _VERTICAL GLAZING PRODUCT z s 1° WI 4 W2 J RI A M tI t ION RRAN GEMENITS Nn 5R. HUMA N AR0p0 S16101URES JUL 1 5 2004 GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN I 20.8 I 23 • I 43.4 -f• • • • PL4. CANPE . 18557 • ••• • • • • • • • • • • • • • • • • H0111Z0NTAL MU ♦ON • • • 2 a ••• • • • ••• • ••• • •• • •• ••• • • ••• • ••• • GLAZING 4. � PRODUCT `ice 3 J_ GLAZING PRODUCT ANCHOR ETAL91 GLAZING PRODUCT ANCHORS TYPE A2, 44, 82 OR 84 • • • • • • • • • • DESIGN LOAD CAPACITY - PS? WINDOW DIMS. ANCHORS TYPE WIDTH (W) 18 -1/8 28 -1/2" 30 37 42 48° 54" 60 86 72 19 -1/8" 26 -1/2' 30 37 42' 48" 54 •• : • 68' • •9 2 ,. •19 -1/8 •21 •••• .37' • •,1.• 48• • VIA • 80" • • • 72 41 26 -1/2 30' 37° 42" 48 54" 60" 88° 72' MULL SPAN A2 150.0 135.4 119.6 97.0 85.4 38 -3/8 74.7 86.4 59.8 54.4 49.8 142.2 102.6 90.8 73.5 • 8�4.7 50 -4 �1 6' • 947 • • 150.4 •••4 • ft •••• 37.8 • 120.0 • • •,6.6 • • es • 62.0 • •••1 44 , 60° • • • 17.8 • 42.5 38.2 • • • 1 • 31S • , •144.3 • 82.E •••• 78 59.1 52.0 83° 45.5 40.5 38.4 33.1 30.3 A4 B2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 149.5 150.0 132.9 147.6 119.8 132.8 108.7 120.8 99.6 110.7 150.0 150,0 150.0 150.0 180.0 150.0 147.0 150.0 129.5 1439 113.3 125.9 145.7 150.0 116.1 131.2 104.1 115.6 91.0 101.1 80.9 89.9 72.8 80.9 88.2 73.6 80.7 87.4 B4 150.0 150.0 150.0 150.0 1 50.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150,0 150.0 150.0 150.0 10,7 • •pll9 80.8• 10117 150.0 150.0 82 91 7515 • 8319 1 8d? • • 1�Sd.0 150.0 150.0 150.0 190.01 • 1,010 • 124.0 137.8 tot1,3• • • 111.4 95.8•••198.2 mi. •.964 76.5 • 85.0 as. 77.2 150.0 150.0 190.0 150.0 150.0 150,0 150.0 150.0 63• •7% • - 150 1506 150.0 150.0 141.8 150.0 150.0 150.0 150.0 150.0 190.0 150.0 150.0 147.1 134.9 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) DESIGN LOAD CAPACITY - PS? WINDOW DIMS. WIDTH (W) 19 -1/8" 28 -1/2° 30" 37 42" 48 54 80" 68 72 19 -1/8" 26 -1/2" 30 37 42 48" 54 80 86 72" 19 -1/8" 28 -1/2" 30' 37' 42" 48" 54" 80 88° 72 19 -1/8" 28 -1/2 30 37" 42 48' 54 60' 86' 72 MULL SPAN 74 -1/4 84" 96 108 ANCHORS TYPE A2 96.9 70.0 61.8 50.1 44.1 38.6 34.3 30,9 28.1 25.8 85.7 61.6 54.8 44.3 39.0 341 30.3 27.3 24.8 22.8 75.0 54.1 47.8 38.8 341 29.9 28.6 23.9 21.7 19.9 68.8 48.1 42.5 34.5 30.3 26.6 23.8 21.2 A4 150.0 139.9 123.6 100.2 88.3 77.3 68.7 81,8 56.2 51.5 150.0 123.7 109.3 88.6 78.0 68.3 80.7 54.8 49.7 45.5 150.0 108.2 95.6 77.5 68.3 59.8 53.1 47.8 43.5 39.8 133.3 98.2 85.0 68.9 60.7 53.1 47.2 42.5 38.6 35.4 B2 150.0 190.0 137.3 111.3 98.1 85,8 78.3 68.7 62.4 57.2 150.0 137.4 121.4 98.4 86.7 75.9 87.4 80.7 55.2 50.8 150.0 120.2 100.2 88.1 75.9 68.4 59.0 53.1 48.3 44.3 148.1 108.9 94.4 76.5 87.4 59.0 52.4 47.2 42.9 39.3 B4 150.0 150.0 150.0 190.0 150.0 150.0 150.0 137.3 124.8 114.4 150.0 150.0 150.0 150.0 150.0 150.0 134.9 121.4 110.3 101.1 150.0 150.0 150.0 150.0 150.0 132.8 118.0 108.2 98.5 88.5 150.0 190.0 150.0 150.0 134.9 118.0 104.9 94,4 85.8 78.7 ANCHORS DESIGN LOAD CAPACITY - P8F WINDOW DIMS. WIDTH (W) 18 -1/8" 28 -1/2 30 37" 42 48 54 80' 68' 72 19 -1/8° 28 -1/2' 30' 37 42" 48" 54 60' 66' 72" 19 -1/8" 26 -1/2 30" 37 42' 48 54' 60' 66' 72" MULL SPAN 120' 132° 144 ANCHORS TYPE A2 60.0 43.3 382 31.0 27.3 23.9 21.2 54.5 39.4 34.8 28.2 24.8 21.7 50.0 36.1 31.9 25.8 22.8 19.9 A4 120.0 86.8 76.5 82.0 54.8 47.8 42.5 38.2 34,8 31.9 109.1 78.7 69.5 56.4 49.7 43.5 38.6 34.8 31.8 29.0 32.2 100.0 72.2 63.7 51.7 45.5 39.8 35,4 31.9 29,0 26.6 82 133.3 98.2 85.0 88.9 80.7 53.1 47.2 42.5 38.6 35.4 121.2 87.4 77.2 82.6 55.2 48.3 42.9 38.8 35.1 111.1 80.2 70.8 57.4 50.6 44.3 39.3 35,4 32.2 29.5 B4 150.0 150.0 150.0 137.8 121.4 108.2 94.4 85.0 77.2 70.8 150.0 150.0 150.0 125.2 110.3 98.5 85.8 77.2 70.2 84.4 150.0 151.0 141.8 114.8 101.1 88.5 78.7 70.8 84.4 59.0 ANCHORS TYPE 8 OR 84 TYPICAL MULLION ARRANGEMENTS WIDTH (W) = w1 + w2 2 ANCHORS 111 \ oR: A4, Eng . HUMAYOUN FAR000 STRICTURES FLA PE 16587 C.A.N. JUL 1 6 2004 MULLION SPAN HORIZONTAL MULLION ARCHES TO BE IN8088E0 INSIDE RECTANGULAR SHAPE J 1 4 drawing no. M04 -05 (sheet 4of 7 ) U re 8 ? wamnw VERTICAL MULLION GLAZING GLAZING PRODUCT PRODUCT • • • • • • • • • • DESIGN LOAD CAPACITY - PS? WINDOW DIMS. ANCHORS TYPE WIDTH (W) 18 -1/8 28 -1/2" 30 37 42 48° 54" 60 86 72 19 -1/8" 26 -1/2' 30 37 42' 48" 54 •• : • 68' • •9 2 ,. •19 -1/8 •21 •••• .37' • •,1.• 48• • VIA • 80" • • • 72 41 26 -1/2 30' 37° 42" 48 54" 60" 88° 72' MULL SPAN A2 150.0 135.4 119.6 97.0 85.4 38 -3/8 74.7 86.4 59.8 54.4 49.8 142.2 102.6 90.8 73.5 • 8�4.7 50 -4 �1 6' • 947 • • 150.4 •••4 • ft •••• 37.8 • 120.0 • • •,6.6 • • es • 62.0 • •••1 44 , 60° • • • 17.8 • 42.5 38.2 • • • 1 • 31S • , •144.3 • 82.E •••• 78 59.1 52.0 83° 45.5 40.5 38.4 33.1 30.3 A4 B2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 149.5 150.0 132.9 147.6 119.8 132.8 108.7 120.8 99.6 110.7 150.0 150,0 150.0 150.0 180.0 150.0 147.0 150.0 129.5 1439 113.3 125.9 145.7 150.0 116.1 131.2 104.1 115.6 91.0 101.1 80.9 89.9 72.8 80.9 88.2 73.6 80.7 87.4 B4 150.0 150.0 150.0 150.0 1 50.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150,0 150.0 150.0 150.0 10,7 • •pll9 80.8• 10117 150.0 150.0 82 91 7515 • 8319 1 8d? • • 1�Sd.0 150.0 150.0 150.0 190.01 • 1,010 • 124.0 137.8 tot1,3• • • 111.4 95.8•••198.2 mi. •.964 76.5 • 85.0 as. 77.2 150.0 150.0 190.0 150.0 150.0 150,0 150.0 150.0 63• •7% • - 150 1506 150.0 150.0 141.8 150.0 150.0 150.0 150.0 150.0 190.0 150.0 150.0 147.1 134.9 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) DESIGN LOAD CAPACITY - PS? WINDOW DIMS. WIDTH (W) 19 -1/8" 28 -1/2° 30" 37 42" 48 54 80" 68 72 19 -1/8" 26 -1/2" 30 37 42 48" 54 80 86 72" 19 -1/8" 28 -1/2" 30' 37' 42" 48" 54" 80 88° 72 19 -1/8" 28 -1/2 30 37" 42 48' 54 60' 86' 72 MULL SPAN 74 -1/4 84" 96 108 ANCHORS TYPE A2 96.9 70.0 61.8 50.1 44.1 38.6 34.3 30,9 28.1 25.8 85.7 61.6 54.8 44.3 39.0 341 30.3 27.3 24.8 22.8 75.0 54.1 47.8 38.8 341 29.9 28.6 23.9 21.7 19.9 68.8 48.1 42.5 34.5 30.3 26.6 23.8 21.2 A4 150.0 139.9 123.6 100.2 88.3 77.3 68.7 81,8 56.2 51.5 150.0 123.7 109.3 88.6 78.0 68.3 80.7 54.8 49.7 45.5 150.0 108.2 95.6 77.5 68.3 59.8 53.1 47.8 43.5 39.8 133.3 98.2 85.0 68.9 60.7 53.1 47.2 42.5 38.6 35.4 B2 150.0 190.0 137.3 111.3 98.1 85,8 78.3 68.7 62.4 57.2 150.0 137.4 121.4 98.4 86.7 75.9 87.4 80.7 55.2 50.8 150.0 120.2 100.2 88.1 75.9 68.4 59.0 53.1 48.3 44.3 148.1 108.9 94.4 76.5 87.4 59.0 52.4 47.2 42.9 39.3 B4 150.0 150.0 150.0 190.0 150.0 150.0 150.0 137.3 124.8 114.4 150.0 150.0 150.0 150.0 150.0 150.0 134.9 121.4 110.3 101.1 150.0 150.0 150.0 150.0 150.0 132.8 118.0 108.2 98.5 88.5 150.0 190.0 150.0 150.0 134.9 118.0 104.9 94,4 85.8 78.7 ANCHORS DESIGN LOAD CAPACITY - P8F WINDOW DIMS. WIDTH (W) 18 -1/8" 28 -1/2 30 37" 42 48 54 80' 68' 72 19 -1/8° 28 -1/2' 30' 37 42" 48" 54 60' 66' 72" 19 -1/8" 26 -1/2 30" 37 42' 48 54' 60' 66' 72" MULL SPAN 120' 132° 144 ANCHORS TYPE A2 60.0 43.3 382 31.0 27.3 23.9 21.2 54.5 39.4 34.8 28.2 24.8 21.7 50.0 36.1 31.9 25.8 22.8 19.9 A4 120.0 86.8 76.5 82.0 54.8 47.8 42.5 38.2 34,8 31.9 109.1 78.7 69.5 56.4 49.7 43.5 38.6 34.8 31.8 29.0 32.2 100.0 72.2 63.7 51.7 45.5 39.8 35,4 31.9 29,0 26.6 82 133.3 98.2 85.0 88.9 80.7 53.1 47.2 42.5 38.6 35.4 121.2 87.4 77.2 82.6 55.2 48.3 42.9 38.8 35.1 111.1 80.2 70.8 57.4 50.6 44.3 39.3 35,4 32.2 29.5 B4 150.0 150.0 150.0 137.8 121.4 108.2 94.4 85.0 77.2 70.8 150.0 150.0 150.0 125.2 110.3 98.5 85.8 77.2 70.2 84.4 150.0 151.0 141.8 114.8 101.1 88.5 78.7 70.8 84.4 59.0 ANCHORS TYPE 8 OR 84 TYPICAL MULLION ARRANGEMENTS WIDTH (W) = w1 + w2 2 ANCHORS 111 \ oR: A4, Eng . HUMAYOUN FAR000 STRICTURES FLA PE 16587 C.A.N. JUL 1 6 2004 MULLION SPAN HORIZONTAL MULLION ARCHES TO BE IN8088E0 INSIDE RECTANGULAR SHAPE J 1 4 drawing no. M04 -05 (sheet 4of 7 ) U re 8 • • • • • •J •• • • ••• • ,N • 1 -1/2' MIN. EDGE DIST. MT= • • .. • • 1/4° HILTI KWIK CON II 1 -1/4 MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) pp .a. a 1 1• 1.a •• • 1/4' HILTI KWIK CON II 1 -1/4' MIN. EMBED INTO MASONRY 1 PER ANGLE I I u I `• ' 1 /II1 I II I �1 I i 1 -1/2 MIN. EDGE DIST. 1/4 HILTI KWIK CON II 1 -1/4 MIN. EMBED INTO MASONRY 2 1/4° 4 PER CUP (2 ON EACH WING) (a • 1/4 HILTI KWIK CON II 1 -1/4' MIN. EMBED INTO MASONRY 2 PER ANGLE II II II II II z n 0 2 gg 3 N 8 12 1 Q f . ' II drawing no. M04 -05 (sheet 5 of 7 ) MULUON CUP 1 1/2 MIN. ALTERNATE ANCHOR LOCATION WOOD BUCK • •• • • • • • •• • •• • •••• • •I 4• HILTI K CON II ENETRATION 2' 1 MIN! • • • 1 2 PER M 6UP ( 1 ON WING) EDGE DIST. • • • • 2BY WOE BtTC WOOD S RUCJI • ejJ ANCHORS TYPE 'A2' FLOATING CLIP 14 SMS 2 PER ANGLE 1 -3/4 0.C. MIN. 1/4 MILD KWIK CON II 1 -1/2 MIN. WOOD PENETRATION 1 PER ANGLE FLOATING CLIP 14 SMS 2 PER ANGLE 1 -3/4 0.C. MIN. 2 X 24( ALUM 2X2X 1/8 ALUM ANGLE 1 MIN. 1 MIN. ALL CUPS TO FIT SNUG INTO TUBE MULLONS. TAPCONS MAY BE HEX OR FLAT HEAD. 1BY WOOD BUCK 1/4" HOLD KWIK CON II 1 -1/2 MIN. WOOD PENETRATION 4 PER CLIP (2 ON EACH WING) .110 2BY W000 BUCK OR WOOD STRUCTURE ANCHORS 'TYPE 'A4' FLOATING CUP #14 SMS 2 PER ANGLE 1 -3/4 0.C. MIN. FOR 3' TUBE 2 -3/4° 0.C. MIN. FOR AU. OTHER TUBES 1/4" HILD KWIK CON II 1 -1/2" MIN. WOOD PENETRATION 2 PER ANGLE FLOATING CLIP 14 SMS 2 PER ANGLE 1 -3/4' 0.C. MIN. FOR 3 TUBE 2 -3/4 0.0. MIN. FOR ALL OTHER TUBES Engr DR. HUM FAROOQ F P # 18557 JUL 152004 2 X 2 X 1/8 ALUM ANGLE 2 X 2 X 1/8 ALUM ANGLE • •• •• • EDGE DIST. 2 -1/2 MIN. EDGE DIST. drawing no. M04 -05 (sheet 6of 7 • • • • • • 1 • • • • • • • 2 -1/2 MIN. • • MASONRY CONCRETE • •• • • • • i• •••• •••• • • ALTERNATE ANCHOR LOCATION MUWON CUP 1/4 HILTI KWIK CON II 1 -3/4 MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) MASONRY OR CONCRETE • •• • • • • • • • •• •• • e ° • • • 2- 1 /2 • EDGE DIST. 2 1/2 MIN. FLGAITNG CUP ANCHORS TYPE 'B2' 14 SMS 2 PER ANGLE 1 -3/4 0.C. MIN. FOR 3" TUBE 2 -3/4 O.C. MIN. FOR ALL OTHER TUBES 1/4 HILT' KWIK CON II 1 -3/4 MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) 1/4 HILTI KWIK CON 11 1 -3/4 MIN. EMBED INTO MASONRY 1 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE 1 -1/2" MIN. AU. CUPS TO FIT SNUG INTO TUBE MUWONS. TAPCONS MAY BE HEX OR FLAT HEAD. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI— RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. 1/4 HILT! KWIK CON 11 1 -3/4' MIN. EMBED INTO MASONRY 2 1/4° 4 PER CUP (2 ON EACH WING) MASONRY OR CONCRETE ANCHORS TYPE 'B4' FLOATING CUP 14 SMS 2 P ANGLE 1 -3/4 0.0. MIN. FOR 3' TUBE 2 -3/4' 0.C. MIN. FOR ALL OTHER TUBES 1/4" HILTI KWIK CON II I -3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 1/4 HILT' K111K CON II 1 -3/4" MIN. EMBED INTO MASONRY 2 PER ANGLE Engn H Y0UN FA 000 STRUCTURES FFL PE b31.8 , JUL 1 5 2004 Approved as mmplylug wn8the Florida • a • NOAD • 9547470 Divhdos Musa .z....:.,,. 001 2 X 2 X 1/8 ALUM ANXE METAL STRUCTURES (STEEL OR AWM. 1/8" MIN. THICK) #14 SMS OR 1/4 TEKS STEEL : Fy — 38 KS MIN. 4 PER CLIP (2 ON EACH WING) AWM NUM : 8083 —T5 MIN. • •• • • • • • • •• • •• • • •••• ••• /ICHORS TYPE 'B4' • ▪ • • • I•••• •• •• •• •• • • • • • . • • • • • • •••• •••• • • • • •••• •••• • • • • •••••• •••• • • • • • •• • • •• • • • • • ••• • • • • •••• 14 SMS 2 PER ANGLE 1 -3/4 O.C. MIN. FOR 3' TUBE 2-3/4" O.C. MIN. FOR ALL OTHER TUBES #14 SMS OR 1/4' TEKS 2 PER ANGLE 2 X 2 X 1/8 ALUM ANGLE TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY 2/ CHANNEL #10 F.H. S.M.S. 2/ SIDE 1/8° THICK AWM CHANNEL LENGTH 70 FIT SNUG INTO MUWON THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION 74 . ACCESS HOLE f14 FH SMS 2 PER CUP 1 -1/2' D.C. MIN. # 10 PH SMS PER CUP 1" O.C. MIN. 1 -3/4 X 2 X 1/8' (FOR 2BY 7U 3/4' X 2 X 1/8" FOR (1BY TU ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE TUBE MUWON TUBE MUWON ANCHOR DETAIL #1 METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 184' TO VERIFY CAPACITY OF CONNECTION SEE SHEET 4 OF 7 FOR ANCHOR CHARTS Ens: DR. )A1MAYOUN E STRUCTURES FLA. PE eA 788887 C.A.N. X838 JUL 1 5 2004 N z 0 3 W co z Z S g T 1 drawing no. M04 -05 sheet 7of 7 ) • • ••• •• •• • • • • • • • • • • • • • • ••• • • • • • • • •• • • • • •• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (1%104 1: • • • • • •• • • • • • ••• • • • • • • • • •• • • • • • • • • • • • • • MIAMI -DADE COUNTY, FLORIDA • • • • . • • • • • METRO -DADE FLAGLER BUILDING :1d0 :VSST FLAGLER S T BEET, SUITE 1603 • • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 •• ••• • T.M. Window & Door LLC • • • 601 N.W. 12 Ave. Pompano Beach, FL 33609 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: Series "515" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W06 - 30, titled "Series 515 Aluminum Casement Window (L.M.I.) ", sheets 1 through 7 of 7, dated 04/14/06 with revision 13 dated 01/11/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06 0614.03 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. •• • • • • • •• •• • • www.miamidade.gov/buildingcode • NOA No. 08- 0506.11 Expiration Date: May 01, 2013 Approval Date: June 05, 2008 Page 1 T.M. Window & Door LLC • • • • • • ••• • • •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• ••••• •• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • A. DRAWINGS 1. Manufacturer's die drawings and sections. • 2. Drawing No W06 -30, Shuts • t rQu 9 pfi tit1; l "Series 515 Outswing Aluminum Casement Window (L.M.):',F4eII Q4/7t1106 with gevision B dated 01/11/08, prepared by Al- Farooq Corporation, signed and sea1etl 4umayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5404, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4891, dated 04/13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0614.03) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4890, dated 04/13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0614.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated 09/24/02, signed and sealed by William R. Mehner, P.E. (Submitted under NOA# 01- 1129.03) E -1 Manue Pere Product Control Exa NOA No. 08-050 . 1 Expiration Date: May 01, 2013 Approval Date: June 05, 2008 T.M. Window & Door LLC • • ... • • • ... • • • • • . • • • • • • • • • • • • • • • • . • • • • ... • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . • • ... • . .... .. • .... • ... • . .. .. • .... .. • .... .... 5. Test reports on: 1) Air fnfiftration lest, per FBt, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Vesg ce;Tih, r FBc , TAS 202 -94 4) Large Midi Iln Sa:f Xettper $BC, TAS 201 -94 5) Smalf &Missile Irnpact'Fest perFBC, TAS 201 -94 (FTL2770) 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 7) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2770, dated 3/30/01, signed and sealed by Luis Antonio Figueredo, P. E. (Submitted underNOA# 01- 1129.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 01/26/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0225.10 issued to Glasslam NGI Inc. for their "Safety - Plus H - Laminated Glass" dated 08/07/03, expiring on 08/07/08. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 03- 1117.05 issued to Surface Specialties, Inc. for their "Uvekols — Liq. Resin to adhere Glass" dated 01/29/2004, expiring on 02/08/2009. 4. Notice of Acceptance No. 03- 0225.10 issued to Glasslam NGI Inc. for their "Safety - Plus II - Laminated Glass" dated 08/07/03, expiring on 08/07/08. F. STATEMENTS 1. Statement letter of conformance, dated January 16, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 16, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5404, issued by Hurricane Test Laboratory, Inc., dated December 19, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 06- 0614.03, issued to T.M. Window and Door for their Series "515" Aluminum Outswing Casement Window - LM Impact, appr_d on 11/08/06 and expiring on 05/01/08. E -2 Manuel Pe E. Product Control er NOA No. 08 6.11 Expiration Date: May 01, 2013 Approval Date: June 05, 2008 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 515 ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. SURFACE APPLIED FALSE MUNTINS OPTIONAL SNUBBERS (2) FOR WOW. HT. UPTO 4B' (3) FOR WDW. HT. UPTO 72' APPROVAL APPUES TO SINGLE CASEMENT WINDOWS, ALSO COMBINATIONS OF CASMT /CASMT OR CASMT 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 MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND ItSItu TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (INFO:). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MAMAS INCLUDING BUT NOT LIMITED TO STEIIMETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 4 4° MAX HEAD /SILL CORNERS 37' WINDOW WIDTH 35 VENT WIDTH 30 D.L OPG. WIDTH / II / / II/ 14 3/8' MAX. HEAD SILL SINGLE VENT WDW, a CONCEALED HINGE 4' MAX. HEAD /SILL CORNERS p.l . OPFNINILS DLO HT. = WDW. HT — 7.5° DLO W. (SINGLE VENT) m WDW. W — 7° DLO W. (DUAL VENT) ■ WDW. W/2 — 6.125' DUAL VFNT WDW LOCKS AT SASH (2) FOR WDW. HT. UPTO•N• ° • • • • 4 (3) FUR WOW. HT. UM 72 • • • • •••• •• Engr: OR. HUMAYOUN FAR000 STRUCTURES FI.A. PE 18BS7 CAN. x'38 BUTT HINGES AT SASH (2) FOR WOW. HT. UPTO 413 (3) FOR WDW. HT. UPTO 72 o<8 • • • ••1 • • • •• • • • • ••11 • • • • • • • • •• •• • • • • • • • • • • •• • LAMINATED GLASS LARGE MISSILE IMPACT ••• • ••• • • • • • • • ni‘ Z m a s F I m mg 3 cco Oti &WW O a< < o mg LL ea 4W1f0 d S a w 05 a 1 1 4 0 O U drawing no. W06 -30 (sheet 1 of 7 • • ••• • • • ••• • ••• • •• • •• ••• • • • ••• • ••• • ' Fill • DESIGN LOAD CAPAC YY - PSF FOR (X ) 6I2E.9 DESIGN LOAD CAPACITY - PSF FOR ( XX ) SIZES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 - 02 (3 SEC. GUSTS). 4. IN tj 1 V J J ` .19.1.0E —1 WINDOW DIMS. GLASS TYPES 'A' & 'C' GLASS TYPES '8', '0 & '5' WINDOW DIMS. GLASS TYPES 'A' & 'C' GLASS TYPES '8', 'D & 'E' Z g < E O 0 1 0. O F r 0 t v , O j m Q C 6 W C t r ' 0 N C 1 s M u N l ; d o i J a. v WIDTH HEIGHT EXT.( +) TNT.( -) Exr.( +) 1Nr.( -) WIDTH HEIGHT EXr.( +) 1Nr.( -) EXr.( +) 1NT.( -) 19 -1/8 28 -1/2' 37" (Z 62.0 62.0 80.0 80.0 28 -1/2" 37" 53 -1/8" 74" 26° (2) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 82.0 80.0 80.0 1 -1/8" 26 -1/2 37 38 (3) 62.0 82.0 80.0 80.0 82.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 26 -1/2' 37" 53 -1/8' 74" 38 -3/8' (3) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 1 -1/8' 26 -1/2" 37' 50 8' 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 26 -1/2' 37" 53 -1/8" 74" 50 -5/8 (4) 82.0 62.0 80.0 80.0 19 -1/8" 26 -1 37" (5) 6 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 82.0 80.0 80.0 82.0 82.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 82.0 80.0 80.0 19 -1/8" 28 -1/2" 30". 74 -1/4" (6) • 74-1/116! 62.0 62.0 80.0 80.0 26 -1/2" 37" 53 -1/8 74" 83° ( 82.0 62.0 80.0 80.0 686.0 6.2., 62.0 82.0 80.0 80.0 80.0 80.0 82.0 82.0 82.0 62.0 80.0 87.9 80.0 67.9 1 0 j in y TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL (954) 781 -4430 FAX. (954) 781 -5078 • • •18'• 24 '• • • 1• • • 36 24• • • (2) • • • 82.0 • 82.0 • 6D.0 48.8 48.8 48.8 48.8 •8Z.g, 62.0 . 80.0 26 -1/2" 37 53 -1/8" 74" 72" (6) 62.0 82.0 80.0 80.0 061.0 62.0 • 80.0 D80.0 62.0 82.0 65.4 85.4 62.0 62.0 4 : • $0g) 45.5 45.5 45.5 45.5 • • 1� • 24" • • • h • • JlBY • • 3E • • (3 T • • 62.0 62.0 80.0 32.7 32.7 32.7 32.7 • 6 4 1. 62.0 • • Iv N P, O m n 24° (2) 62.0 62.0 80.0 80.0 o.0 62.0 • • 1010 62.0 62.0 80.0 80.0 •Bp.O 62.0 • 60a0• 80.0 62.0 82.0 80.0 80.0 0 � M • • ■M • ••eV, 48' (4) • • • 62.0• 82.0 62.0 80.0 80.0 62.0 620 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 • • D 80.0 __ 72 24 36" 48 80 72 N A d b z r M Q m P 36 , (3) 48 (4) 62.0 62.0 80.0 80.0 •86.0 62.0 • i""_ • f0A0• • 80.0 62.0 62.0 80.0 80.0 • 18' • • e•�1 • 30 36' • • • 80 °••• (9a • • • 62,D 620 80 80.0 620 62.0 80.0 80.0 62.0 82.00 00.0 • 80.0 82.0 82.0 80.0 90.0 . 624 62.0 • • 80.0 • • 80.0 620 82.0 82.0 82.0 80.0 80.0 80.0 80.0 •52.0 62.0 80.0 80.0 O � '� 0 % ° d 0 4 0 1 18" 24° 30' 39" 63" (5) 620 62.0 80.0 80.0 62.0 62.0 80.0 80.0 620 62.0 80.0 80.0 82.0 62.0 80.0 80.0 82.0 82.0 80.0 80.0 62.0 82.0 80.0 80.0 62.0 82.0 80.0 80.0 62.0 62.0 80.0 80.0 A M N 72" (8) 82.0 62.0 80.0 80.0 24" 36" 45" 60' 72' 80° (5) 820 62.0 80.0 80.0 820 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 620 80.0 80.0 820 820 80.0 80.0 �, n 62.0 62.0 80.0 82.0 62.0 69.6 69.6 37 72" (6) 820 620 80.0 80.0 58.0 58.0 58.0 58.0 _ 45 c . , m v° _ ° - () = NO. OF ANCHORS PER J/ 24" 36' 48° 60" 72 63° (5) 62.0 62.0 80.0 80.0 82.0 620 80.0 80.0 e c a m 620 62.0 75.2 75.2 .°--. .._. --, 80.2 60.2 60.2 60.2 + 1 d o 1 . ° u o ,L /l micas s '� i. 50.1 50.1 50.1 50.1 Engr. DR. HHU FAR000 FIA PE / 1 8557 C 2 6 2008 PRODUCT REVISED ae complying. U6 We Plorid2 1316.d1 •• Cof^e Ace:tote EPoe a; J, I , ,/ Bate _ 7,rl • N II, Vs I: 72" (8) 820 82.0 80.0 60.0 82.0 82.0 87.2 87.2 50.4 50.4 50.4 50.4 40.3 40.3 40.3 40.3 � r 63' il, t ' drawing 33.6 33.6 33.6 33.6 ,'� . no. W06 -30 ( ) = NO. OF ANCHORS PER JAMB ( sheet tot 7 ) • • • 1 • / • •1 •••• • • • � •. • • •• •••• • • • • •• • • SUCONE SIUCONE DOW CORNWC 995 DOW CORNING 995 TREMCO TREMGLAZE 500 TREMCO TREMGLAZE 500 n 3/16" ANN. GLASS 060 INTERLAYER SAFETY PLUS POLYESTER • .010" PET FILM .060" INTERLAYER SAFETY PLUS POLYESTER •• •• • • • • • SILICON GE S• ••••• • • •••• • •••• 3/16" ANN. GLASS • • t �9 • 7�"" IIIG Ht SOLO* • • • 3/16 riNN.G! • • • • • • SILICONE GLASS TYPE 'E' 3/16" ANN. GLASS d 3/16 ANN. GLASS SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 • •• • • • • • • • GLRSS. TYPE 'A' •• • • •• •• • • GLAZING OPTIONS 3/16 ANN. GLASS .015" URETHANE ADHESIVE .070 INTERLAYER 'SAF -GLAS' POLYCAROONATE .015" URETHANE ADHESIVE GLASS TYPE 'B' SIUCONE DOW CORNING 995 TREIACO TREMGLAZE 500 SIUCONE DOW CORNING 995 TREMCO TREMGLAZE 500 3/16 ANN. GLASS .120" INTERLAYER UVEKOL -UQ RESIN GLASS TYPE 'C' SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 SIUCONE DOW CORNING 995 TREMCO TREMGLAZE 500 3/16" HEAT STREN'D GLASS .120" INTERLAYER UVEKOL-U0 RESIN 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS GLASS TYPE 'D' Engr: 0R. HUMAYOUN FAR000 STRUCTURES FLA. PE # 18557 CAN. 3538 AN 262008 SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 PRODUCT REVISED os ea with the Melds astaing Cale A p:as:a Sd A3 Brie z Pit 2 0 " ten ud 0.4g ootiE gl e6 ILz Q Wei '1" — 8 a S3 01 0 3 0 n U 0 a t j is IS drawing no. W06 -30 (sheet 3of 7 • • • • •••• D• • • • •� •• 1• •••• • • •s •••• F • •� •••• •••• • •• • ••• • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING • BUTT HINGE OPTION IEY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING METAL STRUCTURE 0 0 , IC � -! 0 ° ij r— • d '. 3 s tr CONCEALED HINGE OPTION a. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MUWON lk MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 28Y WOOD OR WOOD WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3 /B 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 814 SMS OR SFI F DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 814 SMS OR SFIF DRILUNG SCREW$ INTO DADE COUNTY APPROVED MUWONS (MIN. THK. = .125 ° ) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/2 MIN. INTO WOOD STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SIUCONE OR ACRYUC SEALANT. Engr: DR. HUMAYOUN FAROW STRUCTURES FLA. PE / 16957 CAN. 3538 PRODUCE REVISED as cosiptylog with die Florida Ming Cade Aa 2Mo¢t2 No Bate J 8 0 a c 0 g oc 8 1 say drawing no. W06 -30 (sheet 4of 7 tr } 12 t s D.L OPG. D.L OPG. O ®® EXTERIOR VENT WIDTH © O® VENT WIDTH EXTERIOR WINDOW WIDTH WINDOW WIDTH tr } . 111 � • •• • t s D.L OPG. © O® VENT WIDTH EXTERIOR WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • ■•••• • • • ►•••• • ► T YPICAL ANCHORS . • o • • • • .1 illm a- Ab t al 2 ZIII '' P �g L D.L OPG. VENT WIDTH EXTERIOR WINDOW WIDTH D.L OPG. VENT WIDTH 1/4' MM. SHIM En•: DR. HUMAYOIIN FAR000 STRUCTURES S CAN. 338 JAN 2 6 2008 S i V' • m o 2e 0 9 0 en J a- 8 drawing no. W06 -30 (sheet $of 7 • • • • WOOD BUCKS METAL STRUCTURE 1/4 MAX. SHDA • •• • • • • •• 1 /Vum. TYPICAL ANCHORS SEE ELEV. FGR SPACING • • • • • • • • • • • • • •• SINGLE VENT WINDOWS (Burr HINGE OPTION) SINGLE VENT WINDOWS (CONCEALED HINGE OPTION) DUAL VENT WINDOWS ' 1/4 SHIM K CHORS FOR SPACING WINDOW WIDTH • TYPICAL ANCHORS . SEE ELEV. FOR SPACING 1BY WOOD BUCKS EXTERIOR MIAMI —DADE COUNTY APPR.O MUWON SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH PRODUCT REVISED memmplyln5wB6 tho MA& Balding Calk amnca ITEM PART # QUANTITY DESCRIPTION MATERIAL MANY. /SUPPLIER /REMARKS 1 GW37528 4 FRAME 8063 -76 - 2 GW37526 4 VENT 6063 -T6 - 3 GW37524 1 IMPOST 8063 -76 - 4 TM145 AS REDD. GLAZING BEAD 6063 -T8 - 4A - AS READ. GLAZING TUBE 6063 -T6 - 5 910 X 1 -1/4" 2/ CORNER FRAME/VENT ASSEMBLY SCREWS ST. STEEI. PH SUS 8 SW27713 - CORNER KEY ALUMINUM - 7 - - CORNER KEY (3 X 1 X .062' CHEVRON) ALUMINUM - 8 - - CORNER KEY (3 X 11/18 X .082" CHEVRON) ALUMINUM - 9 - - CORNER KEY (3 X 1 X .041" CHEVRON) ALUMINUM - 10 2230 AS REDD. FRAME & VENT W'TWPPING RESEAL - 11 GW37521 AS REQD. BUTT HINGE INTERIOR (FASTENED W/ (3) 910 X 3/8" PH SMS) ALUMINUM - 12 GW37522 AS READ. BUR HINGE EXTERIOR (FASTENED W/ (2) 910 X 3/8" PH SMS) ALUMINUM - 13 23 -85-32 - ROTO OPERATOR (FASTENED W/ (4) 910 X 3/8" PH 5MS) - TRUTH 14 24 -11 -32 AS REGD. LEVER TYPE CAM LOCK (FASTENED W/ (2) 910 X 3/8° PH SAS) - — 15 21089 - STRIKE KEEPER (FASTENED W/ (4) 98 X 1/2" TH 5M5) - TRUTH 18 30238 AS REQD. KEEPER (FASTENED W/ (2) #10 X 3/8° PH 5M5) - - 17 300 SERIES 2/ VENT 3 BAR CONCEALED HINGE (FASTENED W/ (2) 910 % 3/8' PH SMS) ST. STEEL AT SASH TOP & BOTTOM 18 58001 /58002 3/ VENT 4" LONG SNUBBER (FASTENED WITH (2) #8 X 1/2" HEX H SD SCREWS) ZINC AT HINGE RAIL 19 - - - - - • • • • • • .1_1 •••• .500 Eli••••• T— -•444.2•• • • • •• 4A • • • • GLAZING I PUBE • CORNER KEYS 3.121 3.498 3.000 O \--1.375 2.121 2.241 • • • 1•••• • • • 1•••• • .500 •• • • • • • °.595 b - 074100 G 8E4 000 •• -• 3.648 1.162•• ••• • 8 • 5�5 1 1.287 1.978 2.000 FRAME I---1.689 •0 • • 1.399 - .848 1.214 IMPOST F .125 CORNER KEY • •••, .382 ▪ •• .831 • • • • • • •• •• • PRODUCT REVISED as comp•Ing w11h the 8181kM Balding Code Accepaaae¢ Date c a d v a e c a 8 ti 1 drawing no. W06 -30 sheet 8 of 7 • •• o • ' • • • ,, *••• • • • • • • t 'IN CORNERS• • • i �� • •• •• • . • • • • • • . • • •••• •• •• • • • I•••. • • • • •••• • • .'• • • •••• •41 •••• • • • •.•••• •••• • • • • •• • • • • • •• • • • • • I 5 IMPOST CORNERS Engr. OR. HUMAYOUN FAROOQ SIRUCRIRES FLA. PE f 16557 C.A.N. 3538 AN 2 6 2008 PRODUCT REVISED as complying wait the Florida Accepts= No &ping= OW 113 y.0 z o 0 0 . o of V o 0102 ; 0 .o 4.65, E O G V O C O 1 Y 8 1 4 0 drowing no. W06 -30 (shoat 7 of 7