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WS-07-1875Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 WOW— Inspection Date: 04/03/2008 Inspector: Grande, Claudio Owner: AAGAARD, STEPHANIE Job Address: 502 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)331 -2910 Parcel Number 1132060140970 Lot: Building Department Comments 21 OPENING IMPACT WINDOW REPLACEMENT REVISION 10/15/07 APPROVED Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Inspector Comments CREATED AS REINSPECTION FOR INSP 75748. CREATED AS REINSPECTION FOR INSP- 60547. No one home, no access to inspection. Owner not home, only maid. 2/25/08 CG CANCELLED BY MORTON AAGARD (HOME OWNER) CC Wednesday, April 2, 2008 Page 1 of 2 • , 16-)11, sit �;,�„ a,�r a `ae, • • • • • •• • • • ..•..• • �. • • • • •/;�, • •.# •••• • • •• Co,' • •••• •••• • • • • • • • • ••• 06. ***** • • • iS 0 AprZ. 0s col Z NC 9N Wtt,AWI+ s440nes 1 PERMIT V10 DG DEPT 5.ECT TO COMPLIANC TH ALL FEDERAL E AND COUNTY RULES AND REGULATIONS OP '#'46°7 THIS MUST E tN JOB AT TIME. OF INSPECTION .. . 61. ....... Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/25/2008 Inspector: Grande, Claudio Owner: AAGAARD, STEPHANIE Job Address: 502 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)331 -2910 Parcel Number 1132060140970 Lot: Building Department Comments 21 OPENING IMPACT WINDOW REPLACEMENT REVISION 10/15/07 APPROVED Passed Inspector Comments CC .c T10 0A-Q iT (Plivie A.J-5' J, Failed v '' Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, February 22, 2008 Page 1 of 2 Miami Shores Village Building Department i4P1-�� (111511 N.E.2nd AvPnne. Miami Chnmc. Florida 7i I7R 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 gEVUII OCT 0 4 Mil BY: Permit Type (circle). Buildings Electrical Plumbing Mt.chanical 3os- S Owner's Name (Fee Simple Title lho der) /1/04 TE /1 ,q 642 4 n ° Phone #� 30-5- 7 Permit No. 60-5 - 0 �S Master Permit No. Owner's Address -Co' Z • F 99 Tr ST Roofing Z- q /9, 11/ &/ City #'1 ) A 6'►I .s h1 PilOiState mac, Zip 3313 Tenant/Lessee Name Phone # Job Address (where the work is being done) Sc Z Iv Q ' it TAI 5 r r City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # // 3 Z® C / i09 70 . U'M / A / s 11 p F_) fI .3/34' Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address R ") e /4 3 0 kl e i . Phone # City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work Forthis Permit $ Square / Linear Footage Of Work: Type of Work: DAddition ❑Alteration LINe Q Repair/Replace Describe Work: -Re L/ SI 0 ILI ° P -I • 44 i 7' !io) S -° °/ o 7 -° / /Z -epda e/ Ai at (do °, rti.1 Jh ,n t r a G cgs ******************* * * * * * * * * * * * * * * * * * * * *F * * * * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Training/Ed Scanning $ i ) Radon $ * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ Technology Fee $ _ Zoning $ 0/CC Bond $ Code Enf miaf 11 5 AU7 . 7Double Fee $ Structural Review. $ AU3 Total Fee Now Due $3tr —" MIAMI SHORES VILLAGE See Reverse side --* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property • subject to attach 'nt. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first • se '. hic l occu even (7) days after the building permit is issued. In the absence of such posted notice, the inspection will of b :.. .. v:5' and ' einspection fee will be charged 1 1 p* Signature �‘t e /7/9/o 7 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 04 The foregoing instrument was acknowledged before me this day of 1® , 20_, by }Q i 1 p�! -j AA ,Gay of , 20 , by who is personally known to me or who has produced "1 who is personally known to me or who has produced As identificatioY�.��:�r ce an oath. NOTARY" UB IC: k„ X Co Mabel Y �A NOTARY PUBLIC: mmissio s r n C:0 917 Fires; 67 0 aotva� nutu rtaTUi,Y l 0:1 Sign: 9 % ea, Sign: Print: Print: as identification and who did take an oath. My Co ission Expires: My Commission Expires: * * * ****** * * ****** ** * *** **** ** ** * * ** ** * * * *, * ** *, * ** * * *** **** *** * **** *** rat ** ** **** *** *** **** ***** * * * * * **** APPLICATION APPROVED BY: (Revised 02/08/06) 10 Plans Examiner Engineer Zoning 401014)-,z Kij r4u6" BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village REtpE A Building Department SE 0 6 ZUU? 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 � 64, . Tel: (305) 795.2204 Fax: (305) 756.8972 BY: Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address 5 0 Z fa,1 E City WiAtml SHoYsES State Tenant/Lessee Name M 0 YtT e Permit No. t a aster Permit No. Electrical Plumbing Mechanical Roofing McrLTe° (1196 PREP Phone# gc.- ZQ7 83Cc1 ' ide Ty s a. AAA Zip 3313g Phone # -203 $ 3‘L'[ Ce4 3 a_s - I 9 Job Address (where the work is being done) CC Z N € 9 4 -1 S--I Y`e. eri City Miami Shores Village .. County Miami -Dade Zip 33 )3 g FOLIO / PARCEL # i l ° ''.g12. a Is Building Historically Designated YES NO i Contractor's Company Name ow N �g T L (e Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ /9 7 6S o 7S Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration Describe Work: 0 c. []New Aw do Am—' GUY3 SRI VRepair/Replace r-14.4 /7 ❑. Demolition ******** ** ***** * ** * ** ** * * *** * * ** * *** * ** Fees*•************* * * *** ** * * * *** ** * * ***** * * ** * *** Permit Fee $ ° /0 - • Training/Education Fee $ 4 Submittal Fee $ Notary $ Scanning $ Radon $ CCF $ 12•at Co /CC Fee$ 110 . Zoning $ Bond $ Code Enforcement $ E lo,11lje s , Ck- Structural Review. $ . fl ry Total Fee Now Due $ ' 5 . MIAMI SHORES VILLAGESee Reverse side_* CC Alt X/ 400g Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) CPAS E. I° E „C/�A "✓ c e Mortgage Lender's Address City SAC 7yicC E a 3,o.ex 3 o / State M Zip /z 7 OC/ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has . commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is bject to attachme . Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first i sp yn which occurs en (7) days after the building permit is issued In the absence of such posted notice, the inspection wi 01,) . d '% nd a pection fee will be charged. Signature Owner V. r Agent The foregoing instrument was acknowledged before me this 3 % day of 4, /.,,;. 20 by 41114,66 a , who is I - sonally known to me or who has prodded who is personally known to me or who has produced /7-1�0 As identification and who ' •, as identification and who did take an oath. NOTARY P . LIC: ♦ $s; • (' / to •.0 Ir NOTARY PUBLIC: Sign: • June 2, 2010 . Xi'm Sign: Print: = 4' �, , ?'' DD525897 ,e 'Sja, Print: or .9„,..4. 'onwJed-10 �0 . �Q %Aa aw.• Sri U • • a •0(( �, "****** s*** * * * * * * * * * * * * * * * * * * * * * * * ********e +e 10****************************************************** ■cr Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning ara. OWN AMM.. Ma AMwaa a. MIK liormoom worm a. .. Min 1. —oa Nh3 -� MUM MOM c) [,...tl inamatu, 0100111C1 C.> 1000•1*0;'• .ao ' w Ca C'4..J rid `., CI Ca UJ ,CC sr- c-4 ce141 ca :.1. a- • C Z t MIAMI-DADE COUNTY, FLORIDA O 0 O z y' o h o y O U Q t O • 0 LL O u_ 11 > LLI CO Q = o, va h w This Instru ed By: Q 2'EJ i-G Name 1'i eb Address 501. !s e s-r 1+�, I A 0111 5 H O 7-C-$ , FL 3313 SI Permit No. STATEOF PLO/Li/2A, COUNTY OF 94 o __. 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) /iv 4' L4 PAIN >/ ad SiDENGC-e ScZ. /vE i4' 7/j Sr 2. General description of improvement: 1M / .A 0-7/ 5 iVeA C3 3? 13. / / v s Y 4 4 4 . / i P.4 Cr civ //v Do kis .4A. i p 00 n.s 3. Owner information a. Name and address: 714 1,44 6 •I ` A A G'4 A z SS z ' %u C- 9' ' r ' ss`" M/� ► / iq� +�� b. Interest in property: �.+1V E ' c. Name and address of fee simple titleholder (if other than owne ): IV) t9 G m.o. sot NE rs ST, 14)a°1a4f T# : 30s- sgz. - `)ell NOTICE OF COMMENCEMENT �+ .t 11- •nca4-0i4i- Tax Folio No. O 9 o 4. Contractor. a. Name and address: b. Phone number: 5. Surety a. Name and address: b. Amount of bond $ c. Phone number. 6. Lender N/A a. Name and address: ( /fqf 1/0/44e F /N4NC6, b. Phone number f SOO - 2VS _ 9/ 3‘ 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. Shc *CES1 FL 3325 Pot ) S30 o 016, r /1rl o i.cr ,2 z/2 Sri 1 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 commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR 'PAYING TWICE FOR IMPR•VEMEN TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AN' '! T . ON E JO: ITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CO • , R E, • ' R AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF C• E Y/ 0icroo {1f9GAA�� The .. oin,, ns ment w: e.b+ •�• 2�,of . •,� �• � apt was executed). ' O•C J 2010 :^ ? f Of Sign.'. of Owner or Owner's Auth ° Officer /Director Partner /Manager rued Signatory's Title /Office acknowledged before me this .3/ day of ,year) by (name of person) as trustee, attorney in fact) for (name )8f'parrty,,o n ° • •g• #00525897 ' . • u Undtrpgnw 4o* perjury, I declare that I have read the foregoing knowledge and belief. of Notary Public - ate of Florida' b' rint, T pe, or Stamp Commissioned Nane',pd.ot`'ry Pu Commission Number ■'.3 t& .* Personally Known !for Produced Idea f cati Verification ursuant to Section 92.525. Florida Statutes 'fie/ and that the facts stated in It are true to Signature of Natural Person Signing Above Miami Shores Village Building Department 14050 N.E2ttd. Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 197— / ' 7 . Job Name -! 6-041-° Date BUILDING CRITIQUE SHEET A ) -n t "u41 i�le(63 , 4)a i 1 h €t5 4 Ie /4/x ' P/e45e £� �.� Jg4 - char o 4� ei/ ale 6 ,A'. So rice ,5 Ai2k i'7 /i) %Ay. S 1 /less A.r/AJc r S /4J £. (tfi- Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 PERMIT #: 07 - /8 7-5 RECEIPT DATE: ❑ Contractor Owner ❑ Architect j6.45 (Lel Picked up 2 sets of plans and (other) Address: r Ai -7' /f csf MIA V1� .51/a 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 Buildi Acknowledged by: to continue permitting process. PERMIT CLEARK INITIAL: RESUBMITTED DATE: 0/1 i /1C1 .'i PERMIT CLEARK INITIAL: VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAE: MOti CIJ noqCAA12- ! DATE: G 01/04 1. t E 9V 7H .SrI E r P1I el, LH°ice. cc 3313;1 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. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction SEP 0 6 2001 BY: AIN ADDRESS: Initial PI A 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 Initial M .4 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. Initial /4 A 4. I understand that 'the building official and inspectors are not there to design, alter f`or' give advice by how to meet code —, only if the structure meets the 'Minimum code. Initial MA 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. Initial PI 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. Initial 644 A 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. Initial r" d ' 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. Was acknowledged before me this 3/ day of By Initial /i '1 who was personally known to me or who has a . Produced there License or Atieilielas identification. • • ••• • • • ••• •• •. • • • •• •• • • • • • • • • • • •• • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• Ji 1 • • • ,.ttpSIN • • •••• ---> .. ••• • �yU tip`'` •• • • • • .••• • • • • • • • • • • • • •.•.•••••''• • • •• •.• • ••• •. N5 01N rooms DECEIVED SEP,O 5 2007 BY: ADp12css S-02., TM s7 2et wt►AMl 3J OtZ J L. 33138 Cie 3t.-► ,j SUBJECT TO COMPLIANC V� TH ALL FED"' STATE AND COUNTY RULES AND REGULATIONS Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: 502 NE 94th Street, Miami Shores, FL 33138 Permit No. Opening Description of Product Product Approval Rough Opening Shutter Mullion Impact Window or Door or Acceptance Design Pressure Required Required Mullion ID Number ( +) PSF / ( -) PSF size Yes /No Yes /No Yes /No 1 Window 06- 0329.02 90 / 90 35 1/4 x 36 No No Yes 2 Window 06- 0329.02 90 / 90 73 3/8 x 49 3/4 No No Yes 3 Window 06- 0329.02 90 / 90 25 1/4 x 37 No No Yes 4 4( Window 06- 0329.02 90 / 90 73 3/8 x 49 3/4 No No Yes 5 Window 06- 0320.07 90 / 90 52 5/8 x 35 1/2 No No Yes 6 Window 06- 0320.07 90 / 90 52 5/8 x 35 1/2 No No Yes 7* Window 06- 0329.02 90 / 90 73 3/8 x 49 3/4 No No Yes 8 Door 02- 1016.09 53.3 / 65 71 1/2 x 79 3/4 No No Yes 9 Door 02- 1016.09 53.3 / 65 71 1/2 x 79 3/4 No No Yes • • •'. 10 Door 02- 1016.09 53.3 / 65 71 1/2 x 79 3/4 No No Yes • • • 11) Window 01- 1129.03 80 / 80 37 x 50 5/8 No No Yes • 12 Window 06- 0329.02 90 / 90 33 1/4 x 50 3/8 No No Yes 13 Door 02- 1016.09 53.3 / 65 37 1/2 x 79 3/4 No No Yes '...• 14 Window 06- 0320.07 90 / 90 65 1/2 x 18 No Yes Yes • 14 Window 06- 0320.07 90 / 90 651/2x18 No Yes Yes • • • • • 14 Mullion 04- 0608.05 17" No Yes • 15 Window 06- 0329.02 90 / 90 52 1/2 x 49 1/2 No No Yes • • 16 k, Window 06- 0329.02 90 / 90 55 x 50 5/8 No No Yes • • . • • • • • • • 17 Window 06- 0329.02 90 / 90 36 1/2 x 38 No No Yes 18 Window 06- 0329.02 90 / 90 100 5/8 x 63 No No Yes 19 Window 06- 0320.07 90 / 90 17 5/8 x 35 1/2 No No Yes 20 Window 06- 0329.02 90 / 90 55 x 43 No No Yes 21 Window 06- 0320.07 90 / 90 51 x 61 1/2 No Yes Yes 21 Window 06- 0320.07 90 / 90 51 x 61 1/2 No Yes Yes 21 Mullion 04- 0608.05 601/2 No Yes IL- EartEss .•.. • • •••• • • • • • • • • •••• • • •••• • ••• • • • •. • • • • ••• • •. MIAMI•DADF COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601 N.W. 12th Ave. Pompano Beach, FL 33069 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 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 I. Chanda, P.E. NOA No 06- 0329.02 Expiration Date: May 13, 2009 Approval Date: July 13, 2006 Page 1 TM Window & Door. Co NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 04- 0120.01) 1. Manufacturers die drawings and sections. 2. 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 B. TESTS (transferred from file # 04- 0120.01) 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 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 s1 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. t� . &La wdA Ishaq L Chanda, P.E. Product Control Examiner NOA No 06- 0329.02 Expiration Date: May 13, 2009 Approval Date: July 13, 2006 E -1 5 1/2' MAX. TYP. AT HEAD/SILL CORNERS 74' MAX. FRAME 870711 I£ 38' MAX. VENT ND111 14 1/4' MAIL T7P. AT HEADS L 5 1/2' MAIL NEAD/SXL CORNERS 74' MAIL FRAME MOTH IE 38' MAX. VENT 810111 14 5/8' Ock AT MAX. HEAD/St 5 1/2' MAX. HEAD /50.L CORNERS 38' MAX. VENT YAM I I£ 111' MAX. FRAME BEITN 94 5/8" TYP. AT 0.L HEAD /3 8 ;i 3! 5 /2' MAX. TYP AT JAMB CORNERS If DESIGN PRESSURE (ALUMINUM REINFORCEMENT) POSITIVE NEGATIVE + 55.0 PSF — 55.0 PSF 7/16' OVERALL LAMINATED ANN. UVEKOL TEST REPORT No.: FTL -3995 5 1/2' MAX.J 5 1/2' MAX I TYP. AT JAMB TYC •J CORN19RS CORNERS DESIGN PRESSURE (STEEL REINFORCEMENT) WITH 3 5/8' SILL RISER NEGATIVE + 90.0 PSF — 90.0 PSF 7/16' OVERALL LAMINATED H.S. UVEKOL OR SENTRY GLASS PLUS TEST REPORT No.: F11-3946 J ig O NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 1300 -02 (3 SECOND GUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION 2403.02 OF FBC EDITION 2004 SERIES 805 HORIZONTAL ROLLING WINDOW (LARGE MISSILE IMPACT) (UNITS VIEWED FROM EXTERIOR) SCALE: 1/2' m 1' -0' GENERAL NOTES 1. PRODUCT APPROVAL DRAWINGS ARE BASED ON TEST REPORTS NUMBERS FTL -3948 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 —UQ. 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 APPUED ON AU. 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 *DOD 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 ItoitD TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDMON INCLUDING HIGH VELOCITY HURRICANE ZONES. 12. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. J fROINICIVIMEIN les=MieRlih ■eob'D3 ?2 isPkidos au Mimi Wise SERIES 805 ALUMINUM HORIZONTAL ROLLING WINDOW r III m ., 5 1I is _„ID asz ilikL 0 II Iv 1 5/16- x v4- 4" jI HOL SIDE OF SILL. i______/ —T T-1 4 ONE AT EACH VERTICAL SECTION 2 0 JAMB (LOCK SIDE) CROSS SECTIONS ( ±55.0 PSF) 3 MEETING RAIL 2 (ALUM. REINFORCEMENT) 0.120° UVEKOL S UQUID —RESIN INNER LAYER BY SURFACE SPECIALTIES, INC. 3/16° ANNEALED 3/16" ANNEALED DOW CORNING 995 EXTRUDED GLAZING BEAD .455° GLASS BITE GLAZING DETAIL SCALE: FULL SIZE 4 JAMB 2 (FIXED SIDE) .mom as complying will' Me Flunk Ilisidlag Code Acceptance No 06,0329.0Z. Expitittmi ate/toy,e, -7909 BY tatl SSW Dade Zk� Cawing Okklos KELVIN WHITFIELD. P.E. FLORIDA CERTIFICATE No.24140 h tla z O .. Z 3 °0 I— z Fi P SERIES 805 ALUMINUM HORIZONTAL ROLLING WINDOW LARGE MISSILE 1 WAIVING No- S805-LM SHEET 2 0F 6 j 0 s II S 1 5/16° x 1/4° WHEEP HOLE ONE AT EACH SIDE OF SILL. III 4 ^';I r r SILICONE BEAD 3 1 VERTICAL SECTION r-2-JAMB 3 (LOCK SIDE) CROSS SECTIONS ( ±90.0 PSF) EXTERIOR FRAME WIDTH 3 MEETING RAIL 3 (STEEL REINFORCEMENT) OM, JAMB \V (FIXED SIDE) SERIES 805 ALUMINUM HORIZONTAL ROLLING WINDOW 0 a a LARGE MISSILE 5 JAMB 3 (LOCK SIDE) EXTERIOR FRAME WIDTH r-6 -MEETING RAIL (7 -MEETING RAIL \V (STEEL REINF.) 3 (STEEL REINF.) 3/16° HEAT STRENGTHENED DOW CORNING 995 GLAZING BEAD 0 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 isoncrernse 17.2 ilt ieRd/l .455° GLASS BITE A "..2 ~02 &qIr us ,aiz4r GLAZING DETAIL SCALE: FULL SIZE r8-JAMB \V (LOCK SIDE) a 1 1 S805 -LM SHEET 3 of 6 jJ 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. CUP (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 APPLICATIONS) ELCO 1/4 "0 HH. TAPCON (MUST PASS THRU CHANNEL, ITEM /33) ELCO 1/4 "0 HH. TAPCON (MUST PASS THRU SILL CUP, ITEM #9) ELCO 1/4'0 HH. TAPCON (MUST PASS THRU EL, ITEM #33) 12" LONG, PRE- DRILLED & FACTORY INSTALLED ALUM. SILL CUP ADAPTER (ITEM #9) AT FRAME SILL INTERLOCKS ONLY. (TYP. ALL APPUCATIONS) TYPICAL HEAD /SILL ATTACHMENT TO CONCRETE SUBSTRATE 1 1/4" 1 BY P.T. WOOD BUCK, (TO BE MN. ENGINEERED BY ARCHITECT OR EMBED. ENGINEER OF RECORD). TYPICAL CO 1/41/ FH. TAPCON 1/4" MAX. STIFF METALLIC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO CONCRETE SUBSTRATE L 2 BY P.T. W000 BUCK, (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL 1/4" MAX. STIFF METALLIC SHIM ELCO 1/4°0 HH. TAPCON TYPICAL HEAD /SILL ATTACHMENT TO WOOD SUBSTRATE 2 BY P.T. WOOD BUCK. (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL 1 1/2" MIN. EMBED. ELCO 1 /40 FH. TAPCON 1/4' MAX. STIFF METALUC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO WOOD SUBSTRATE TO BE ENGINEERED SEPARATELY ALUMINUM: 6063 -T5 ALLOY MIN. ALUM.: Fy = 23 KSI MIN. STEEL Fy = 33 KSI MIN. ( OR ALUM. 1 ::' MIN. THICKNESS) i IiI . d ELCO 1/4 "0 DRILL-FLEX (GRADE 5) SELF DRILLING SCREW. 1/4" MAX. STIFF METALLIC SHIM ELCO 1/4'0 DRILL -FLEX (GRADE 5) SELF DRILNG SCREW. TO BE ENGINEERED SEPARATELY TYPICAL HEAD /SILL ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) TO BE ENGINEERED SEPARATELY ALUMINUM: 6063 -T5 ALLOY MIN. ALUM.: Fy - 23 KSI MIN. STEEL Fy = 33 KSI MIN. (s1ttL OR ALUM. 1/8" MIN. THICKNESS) 11101110r IIi Yl>iaD =rib babas somas Roo tz 17,01 Mtn ELCO 1/4 "0 DRILL -FLEX (GRADE 5) SELF DRIWNG SCREW. EXTERIOR TYP. JAMB ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) KELVYN WHITFIELD, P.E. FLORIDA CERTIFICATE No.24140 O 0 Z Z 5 O D Z J c In Q W W O <n O U d LARGE MISSILE ORONO w:- S805 -LM SHEET 4 OF 6 TM -131A FRAME JAMB (FIXED SIDE) TM -132 FRAME JAMB (LOCK SIDE) TM -130 FRAME HEAD TM -133A FRAME SILL BASE TM -134 FRAME SILL. TOP TM -137 FIXED MEETING RAIL ITEM QUANTITY PART No. MATERIAL DESCRIPTION LOCATION 1 1 TM- 118 6063 -76 ALUM. 3 1/8 LONG SPRING LOADED VENT LATCH WINDOW VENT SIDE RAIL MIDSPAN (LOCK SIDE) 3 1 TM -133A 6063 -T6 ALUM. FRAME SILL BASE WINDOW BOTTOM FRAME 4 1 TM- 130 6063 -T6 ALUM. FRAME HEAD WINDOW TOP FRAME 5 1 TM -131A 6063 -T6 ALUM. FRAME JAMB (FIXED SIDE. *55.0 PSF) WINDOW SIDE FRAME 6 1 TM -132 6063 -76 ALUM. FRAME JAMB (LOCK SIDE) WINDOW SIDE FRAME 7 1 TM -131A 6063 -76 ALUM. FRAME JAMB (FIXED SIDE. *90.0 PSF) WINDOW SIDE FRAME 8 1 TM -134 6063 -76 ALUM. FRAME SILL TOP WINDOW BOTTOM FRAME 9 1 /INTERLOCK TM- 135 6063 -76 ALUM. FRAME SILL CUP ADAPTER (12' LONG) WINDOW FRAME SILL. AT EACH INTERLOCK (ALL UNITS) 10" 1 TM -136 6063-76 ALUM. FRAME SILL TRACK WINDOW FRAME SILL 11 1 TM -137 6063-76 ALUM. FIXED MEETING RAIL WINDOW FRAME 12 2 TM -138 6083 -T6 ALUM. VENT TOP AND BOTTOM RAIL WINDOW TOP & BOTTOM VENTS 13 1 TM- 139 6063 -T6 ALUM. VENT SIDE RAIL (LOCK SIDE) WINDOW SIDE VENT 14 1 TM- 140 6063 -T6 ALUM. MOVING MEETING RAIL WINDOW SIDE VENT 15 4 /UTE -VENT TM -141A 6063 -76 ALUM. EXTRUDED GLAZING BEAD ( ±55.0 PSF) WINDOW GLASS PERIMETER 16 (1) STRIP W31225 WOOL FIN SEAL WEATHERSTRIP -.270' x .220' HIGH FRAME POCKET JAMB 17 (1) STRIP W43371 WOOL FIN SEAL WEATHERSTRIP -.187" x .370' HIGH FRAME POCKET JAMB/VENT SIDE RAIL (LOCK SIDE) 18 (1) STRIP W43201 WOOL FIN SEAL WEATHERSTRIP -.187° x .200' HIGH FIXED & MOVING MEETING RAILS AND SILL TOP 19 3 P5043 WOOL 1 7/16" x 7/8" x 1/2' FINSEAL PAD FRAME TRACK (INTERLOCKS & LOCK ENDS) 20 2 /VENT - -- PLASTIC /BRASS WHEEL HOUSING ASSEMBLY WINDOW VENT BOTTOM RAIL ENDS 21 4/VENT - -- 6063 -T6 ALUM. .540' x .740" x .063" GLAZING BEAD ( ±90.0 PSF) WINDOW GLASS PERIMETER (0X/X0. XOX *90.0 PSF) 22 2 - -- GLASS 7/16" OVERALL LAM. ANNEALED UVEKOL WINDOW FRAME /VENT (SEE DESIGN PRESSURE TABLES) 23 2 OR 3 - -- GLASS 7/16" OVERALL LAM. H.S. UVEKOL/SENTRY GLASS WINDOW FRAME/VENT (SEE DESIGN PRESSURE TABLES) 24 AS REQ D 995 SILICONE GLAZING COMPOUND (DOW CORNING) GLASS PERIMETER 25 SEE ELEV. - -- STEEL/PLATED INSTALLATION FASTENER (SEE SHEET 4 OF 6) WINDOW FRAME PERIMETER 26 2 /CUP - -- STAINLESS STEEL /10 x 1/2' PH. SMS. VENT HEAD WINDLOAD CUP 27 10 - -- STAINLESS STEEL #12 x 1° PH.SMS. (ASSY.) FRAME CORNERS 28 12 - -- STAINLESS STEEL #10 x 1' PH.SMS. (ASSN.) VENT CORNERS & TOP /BOTTOM INTERLOCKS 29 1 - -- 6063 -76 ALUM. 3 5/8" x .062" SILL RISER (X0 /0X, XOX ±90 PSF) WINDOW FRAME SILL BASE. GLUED ON THE INTERIOR 30• 1 /INTERLOCK - -- 6063 -76 ALUM. 1' x 1' x 1/8" THK. REINFORCING TUBE INTO MOVING MEETING RAIL (X0 /OX *55.0 PSF) 31' 1 /INTERLOCK - -- STEEL A -513 (11 GA.) 1° x 1' REINFORCING TUBE INTO MOVING MEETING RAIL (XO /OX, XOX ±90.0 PSF) 32. 2 /INTERLOCK - -- 6063 -T6 ALUM. 1' x 1/2" x 1/8" THK. REINFORCING CHANNEL INTO FIXED MEETING RAIL (X0 /OX 155.0 PSF) 33 1/VENT TM- 154 6063 -76 ALUM. 1" x 13/16' x 1/8" x 4" LG. WINDLOAD CLIP FRAME HEAD, ABOVE EA. VENT. 7" 0.C. OF MEETING RAIL 34" 2/INTERLOCK - -- STEEL A -36 (11 GA.) 1' x 1/2° REINFORCING CHANNEL INTO FIXED MEETING RAIL (XO /OX. XOX *90.0 PSF) 35 (2) STRIPS W31175 WOOL FIN SEAL WEATHLN 1ItIP -.187° x .175' HIGH VENT TOP & BOTTOM RAILS NOTE: ( ") DENOTES FULL LENGTH TM -140 MOVING MEETING RAIL TM -139 SIDE P411. (LOCK SIDE) TM -138 TOP AND BOTTOM RAIL TM -118 VENT LATCH LOCK TM -135 511.1. CUP ADAPTER TM -136 SILL TRACK { 3.525' - ---; ITEM ®° SILL RISER PROMMCV MUM Askiptase i. TM -141A 1114mIlm 111 EXTRUDED GLAZING BEAD .t_ 40 Mike 4 Mr REM GLAZING BEAD ANGLE KELVYN WHITFIELD. P.E. FLORIDA CERTIFICATE No.24140 0: rn O ° r°3 c4e ctaQN zz_o SERIES 805 ALUMINUM HORIZONTAL ROLLING WINDOW LARGE MISSILE Ililiti MIMI DWI Amur g 1 #10 x 1' PH.SMS. ®10 x 1' PH.SMS. ASSEMBLY SCREWS AeSaMBLY SCREWS MUM raMONIAbrilsills ifraiiiPoos 2^ OwMLC 2% /12 x 1 1/4' PH.SMS ASSEMBLY SCREWS STILE SHOWN FOR OX APPUCATIONS. REVERSIBLE ON XO APPUCA11ONS. 110 x 1' PH.SMS. ASSEMBLY SCREWS ®10 x 1* PH.SMS: ASSEMBLY SCREWS #10 x 1' PH.SMS. ASSEMQ1Y SCREWS WINDOW FRAME CORNER CONSTRUCTION DETAIL OPERABLE VENT CORNER CONSTRUCTION DETAIL /12 x 1 1/4' PH.SMS. 0 ASSEMBLY SCREWS FIXED MEETING RAIL FIXED VENT CORNER CONSTRUCTION DETAIL CONSTRUCTION DETAIL (XO /OX UNITS ±90 PSF) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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. 12th 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 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 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 I. 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 (transferred from file # 03- 0925.04) 1. Manufacturer's die drawings and sections. 2. 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. B. TESTS (transferred from file # 03- 0925.04) Test conducted per SFBC, PA 201, 202 &203 -94 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 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Test Report No. FTL -2782 (FTL00114), per PA 201, 202, 203 -94, r"rL -2784 (Fr'L00140), per PA 201 & 203 -94 and FTL -3803 (FIL03072), 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- 0925.04) 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. O'111ER 1. Test proposal by TM Windows dated May 13, 2003 approved dated /16/03 by Kai Ishaq I. Chanda, P.E. Product Control Examiner NOA No 06-0320.07 Expiration Date: January 08, 2009 Approval Date: July 06, 2006 E -1 ® SILICONE TREMCO TREMGIAZE 5500 3/18' ANN. GLASS 3/18' ANN. GLASS .060" POLYESTER SAFETY PLUS .010• PET .060' POLYESTER SAFETY PLUS ® SILICONE TREMCO TREMGLAZE 5500 SILICONE 1 /6' ANN. GLASS SUCONE DOW CORNING DOW CORNING ® 995 3/16' X 1/2" 995 GLAZING TAPE r GLASS TYPE 'A' 'GLASSLAM SAFETY PLUS' BY NEBULA GLASS INTL INC. 3/16" HEAT STREN'D GLASS .120 INTERIAYER LNEKO: LIQ. RESIN 3/16' HEAT STREN'D GLASS SILICONE #10 X 1-1/4" DOW CORNING P.H. 995 OAT 22° 0.C. SILICONE TREMCO TREMGLAZE 5500 ro GLASS TYPE BY UCH �C Qtly CORP. .080' POLYESTER .010" PET .050" POLYESTER 3/18' ANN. GLASS ®3/18' X 1/2' GLAZING TAPE GLASS TYPE 'B' VLASSLAM BY GI SS I PLINC. 3/16' HEAT STREN D GLASS .015 ADHESIVE BY SIG. .070' POLYCARBONATE BY SIG. .015 ADHESIVE BY S.I.G. 3/16" HEAT STREN'D GLASS ®SI ICONE TREMCO TREMGLAZE 5500 GLASS TYPE b' 'SAF— GI.AS' BY SECURITY IMPACT GLASS HOLDING INC. GLAZING OPTIONS 3/16" TEMP. GLASS .015 ADHESIVE BY S.LG. .070' POLYCARBONATE BY S.I.G. .015 ADHESIVE BY 5.1.G. 3/16" TEMP. GLASS 6' MAX. FROM ENDS 1. SWWNE GE 200 INSTALLATION �' ��, FASTENERS IN STAGGERED PAIRS © @ P FALSE MUMINS SURFACE APPLIED OPTIONAL 12' MAX. HEAD/SILL 11 / �I II L JI a Yt- __ -.y1 K___ it 11 i it I II 1 , I II II II II 1 II II II 11 II I 11 V fa VI I 3 ii ii iii ',i ji i N 4 u u 4 I II II u u 4 I I. U li �I I II 11 11 .4I I I ' II iI I I D.L OPG. WINDOW WIDTH GLASS TYPE 'E' 'SAF —GRAS' BY SECURITY IMPACT GLASS HOLDING INC. TYPICAL ELEVATION SERIES 338 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE FIXED WINDOWS, ALSO COMBINATIONS OF FIXED /FOXED OR FIXED WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION (REV. 2005) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHAU. 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 114 DESIGN OF WOOD ANCHORS ONLY. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. eSelearelogefeele Engt: DR.' ' STRUCTURES MAIL FM000 '`3536a Agiokis,.n,ob- 0320.' 7" iTbdki+y'd.a oallrmR Skeane THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. JUN 1 3 2006 g o 8 o ck o < Q ffi o O a'n0 r1Z' -• UM FIXED WINDOW EC 'o a 0 O ... o 0 ii Gl� U g also °a0 S S k 1 8 8 5 drawing no. W03 -52 sheet 1 of 4 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF ` sJ - -- --- COMP -ANL W03 -52TMW WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE IF GLASS TYPE 'E' WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH LENGTH EXT. ( +) INT. ( -2 EXT. Co DCT. ( -2 EXT. CO INT. ( -) EXT. ( +2 INT. ( -) EXT. ( +) INT. ( -2 WIDTH LENGTH EXT. CO INT. ( -2 EXT. ( +2 INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) D41. ( -) EXT. (+2 INT. ( -2 'AL— FAROOQ CORPORATION ENGINEERS, PIANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI, FLORIDA 33174 TEL (305) 284 -8100 FAX. (305) 282 -8978 36' 42" 48' 54' 60' 88' 72' 48' 82.0 62.0 59.0 59.0 75.0 75.0 90.0 900 95.0 95.0 36' 42' 48' 54" 126• xx xx xx X X 75.0 75.0 90.0 90.0 95.0 95.0 54.6 54.6 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 xx xx X X xx x X xx xx % X 95.0 95.0 47.8 47.8 59.0 59.0 75.0 75,0 90.0 90,0 950 95.0 XX XX XX XX XX XX XX XX 930 95.0 47.8 47.8 59.0 59.0 75.0 73.0 90.0 90.0 95.0 950 XX XX XX XX XX XX XX XX 95.0 95.0 XX X% 579 57.9 75.0 75.0 90.0 90.0 95.0 95.0 36' 42' 48' 54' 132' XX XX x% X% %X xx XX %X 95.0 95.0 X X X x 54.6 54.8 75.0 75.0 90.0 90.0 95.0 95.0 XX X% XX XX XX XX X% XX 95.0 95.0 X % X X X X X X 7 3 . 0 7 5 . 0 90.0 90.0 95.0 95.0 8 8 xx X % X X X X X X X X X X 950 95.0 38' 42' 48' 54" 60' 66' 72" 60" 62.0 82.0 59.0 75.0 75.0 90.0 95.0 95.0 XX XX X% XX XX XX XX XX 95.0 95.0 52.3 52.3 59.0 75.0 75.0 90.0 95.0 95.0 36' 42" 48" 136' XX XX XX XX XX XX XX XX 95.0 95.0 X X X X 57.9 75.0 75.0 90.0 95.0 95.0 X% X% X X X x % x % X X X X x 95.0 95.0 XX XX XX x x 75.0 75.0 80.0 b b 95.0 95.0 %X XX XX XX XX XX XX XX 95.0 95.0 XX xX , XX 72.0 72.0 72.0 95.0 95.0 38' 42' 48" 144• XX xx XX XX %X X% %% %% 95.0 95.0 XX XX X% I 72.0 72.0 72.0 95.0 95.0 XX %% XX XX XX XX X% XX 95.0 95.0 XX X X % x 72.0 7 2 . 0 72.0 90.3 90.3 XX X X X % %% %X XX %X X% 95.0 95.0 36" 42" 49• 54' BD' 66' 72" 72' 52.9 52.9 89.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 X x X x 560 56.0 75.0 75.0 90.0 90.0 95.0 95.0 j xx xx xx X X 75.0 75.0 90.0 90.0 95.0 95.0 DESIGN LOAD CAPACITY 9 PSF [SERIES 338 ALUMINUM FIXED WINDOW (LM.L)] TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL (954) 781 -4430 FAX. (954) 781 -5078 X X X X % X X X 75.0 75.0 80.0 80.0 95.0 95.0 WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' X % x X x X % % 72.0 72.0 72.0 72.0 90.3 90.3 WIDTH LENGTH EXT. C +) INT. CO EXT. ( +) INT. OO EXT. (+2 INT. OO EXT. C +) INT. 00 EXT. ( +) INT. (%) % x X X xx xx xx X X X X O C X 821 82.1 19 -1/8' 28 -1/2' 37' 53 26" 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 % % X X % X X X X % X X X X X X 75.3 75.3 62.0 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 Sr 42' 48' 54• 60' 88' 7z' 84" X X % X 58.9 58.9 75.0 75A 80.0 90.0 850 95.0 82.0 59.0 59.0 75..0 75.0 90.0 90.0 950 95.0 X X X X X X % X 75.0 75.0 90.0 90.0 95.0 950 62.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 X X X X X X X X 75.0 75.0 87.4 87.4 95.0 85A -1/8' 19-1/8' 28 -1/2' 37' 53 38 -3/6• 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 X 8 X 8 X 8 X X 75.0 75.0 77.7 77.7 95.0 95.0 62.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 XX XX XX XX XX XX XX XX 929 92.9 820 820 62.0 59.0 59.0 75.0 75.0 90.0 90.0 93.0 95.0 xx X X XX xx xx xx XX % X 84.5 849 50.0 599 59.8 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 X % x X % % X X X X % X % % X X 77.4 77.4 -1/8' 19 -1/8' 26 -1/2' 37' 53 -1/8' 50 -5/8' 58.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 38• 42" 48' S4' 60• 66' 72' 86' xx xx xx xx 75.0 75.0 90.0 90.0 95.0 950 62.0 62.0 58.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 X X x X X X x X 75.0 75.0 90.0 90.0 95.0 95.0 620 62.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 z % % X % X X X 75.0 75.0 77.7 77.7 95.0 95.0 95.0 62.0 45.3 62.0 43.3 59.0 590 59.0 73.0 73.0 85.3 85.3 95.0 930 X % % % % x X % X X X X X % % X 9sA 19 -1/8• 26 -1/2' 53-1/8" 63' 620 no 59.0 730 750 Sao 930 95.0 93A X X X X X X X X X X X X X X % % 94.9 94.9 no 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 XX xx XX XX %X X% X% %x 88.2 882 62.0 57.6 62.0 59.0 59.0 75.0 75.0 90.0 90.0 950 95.0 ta�DC'raxyLVeD tlrctTorW4 c n =� ig;1 XX XX XX XX XX XX XX XX 79.0 79A 57.6 X X X X X 75.0 73.0 81.3 81.3 95.0 85.0 .. 36' 4Y 48' 54" 69' 66' 102" X X X X X X X X 75.0 75.0 90.0 90.0 95.0 95.0 19 -1/8' 25-1/2" 37' 53-1/8" 74 -1/4' % X X 62.0 88'0 59.0 75.0 75.0 90.0 90.0 95.0 95A . O • • .O} X % X X X X X X 75.0 75.0 90.0 8a0 95.0 95.0 820 82.0 59.0 75.0 75.0 000 900 95.0 95.0 . X X X X X X X X X X X X X X X X 95.0 95.0 82.0 59.0 ion 1440.44 XX XX XX %X %% xx xx X% 95.0 950 X X X X X X X% 59.0 X X 59.0 X X 75.0 75.0 75.0 75.0 90.0 81.3 90.0 81.3 95.0 95.0 95.0 95.0 A xx xx %x xx XX Xx xX X 89.3 89.3 X% XX %X XX XX X% X% %X 81.2 81.2 W 39' 42" 45• s4• 60' 68' 108' X X X X X% X X 75.0 75.0 90.0 90.0 95.0 95.0 a X X X X X X X X 75.0 75.0 89.7 89.7 95.0 95.0 L .• t NOTE: GLASS CAPACITIES ON THIS SHEET A: ASTM E1300 -98 (60 SEC. WIND) B: ASTM E1300 -02 (3 SEC. GUSTS) X % X X % % X X X X X X % X X X 95.0 95.0 e m •0 8 8 xx xx xx xx xx xx xx xx 95.0 95.0 xx xx xx xx %X xx xx xx 95.0 95.0 e 2<.. x x x x x x x x x x x x x x x x 86.4 88.4 3. ' //) s i .- , g 3 �i .b • I 36• 42" 48" 54" 80' 114" xx xx xx xx 75.0 73.0 90.0 90.0 93.0 95.0 XX XX XX XX %X XX XX XX 98.0 95.0 X X X X X X X X X X X X X X X X 65.0 95.0 Eng. OR. FiU STRUCTURES FAR000 FLA. PE C.A.N. 3538 %X XX XX XX XX XX XX XX 95.0 95.0 )IOg; 9(01(4 AND LENGTH OOIENSIONS CAN 00 ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE %X XX XX XX XX XX XX XX 91.3 91.3 36' 42" 48' 54" 60' 120" xx xx X x xx 730 730 90.0 90.0 95.0 95.0 ; juiy182006 % X X X X% X X X X XX X XX x % X SSA SSA drawing r1o. W03 -52 X X X X 8 * 8 9 xx 8 9 xx x x 95.0 95.0 X% XX XX XX xx xx XX XX 95.0 95.0 XX X% xx XX X% X% XX XX 95.0 95.0 (sawed 2of 4) 1 0 TYPICAL ANCHORS: SEE EI.EV. FOR SPACING METAL STRUCTURE 1 /4' TAPCONS INTO WOOD STRUCTURES 1 -3/4" MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY WOOD BUCKS INTO MASONRY OR 3000 PSI MIN. CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR 3000 PSI MIN. CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. 1i4 ,12RILLF),E ,( oR SEI F DRIWNG SI REIYS (SAE GRADE 5 FY MPL=92 K9) INTO METAL STRUCTURES STEEL : 12 GA. (.105") MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1 /6" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO OVED MUWONS (NO SHIM SPACE) 1YPICAL EDGE DANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO W000 STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. SE• FRAME CORNERS SEALED WITH SILICONE. WOOD BUCKS AND METAL STRUCTURES NOT BY TM WINDOWS, MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. EXTERIOR VANDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING Ergir. OR. HUMAYOUN FAROOG sTRUCTUREs CSa Komar btscetelt +be Pled* aitftft Code kwacla JUN H177:— 20D6 Melaka ro 5. 4 19 9 drawing no. W03 -52 sheet 30 4 sheet 4of 4 ) 0 WINDOW FRAME .759 r -Yr .750 JL-.062 TYP. 0 GLAZING STOP TUBE 4 .759 8 (DI GLAZING STOP TUBE 325 L5T0 J.L 0 GLAZING STOP EXTERIOR ANGLE 325 LLJ 0 GLAZING STOP INTERIOR ANGLE ITEM PART / QUANTITY MATERIAL MANF. /SUPPLIER/REMARES DESCRIPTION 1 GW- 35277 -A 4 WNOOW FRAME 8063 -18 - 2 1298 AS READ. GLAZING STOP TUBE 8083 -75 - 2A P8 -338 AS REQD. GLAZING STOP TUBE 8083 -75 - 3 IPA -1980 AS READ. GLAZING STOP EXTERIOR ANGLE 8083 -15 - 4 BPA -1960 AS REGD. GLAZING STOP INTERIOR ANGLE 8083 -TB - 5 - AS fEGO. GLAZING TAPE. FULL LENOIR - 3/18' 5 1/2' 8 #10 X 1' - FRAME ASSEMBLY SCREWS - P.H. SINS 7 110 X 1 -1/4' — GLAZING STOP SCREWS - Pit SMS 8 5500 - GLAZING COMPOUND SLUCONE IREMCO IRE/GLAZE 8A 0E1200 - DATING COMPOUND SWCONE GE P-011 NER DETAIL Eng.: 5. HUWYOUN FAR000 STRUCTURES F � " d 195 1 3 2006 pYBBucTREVlwith dle SEI1 ThMS Cade ssoxid ornet.T•1/uoft.�eg M 0 i 1 Pg a u 4 drawing no. W03 -52 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 T.M. Window & Door Co. 601NW12Ave. 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "230 "Oatswing Door with Sidelites LMI APPROVAL DOCUMENT: Drawing No. W02 -77, titled "Series -230 Alum Out -Swing Door W /Sidelites ", sheets 1 through 6 of 6, prepared, signed and sealed by Humayoun Farooq, P.E., dated 08/28/02, 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 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. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 Page 1 T.M. Window & Door Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -77, titled "Series -230 Alum Out -Swing Door W /Sidelites ", sheets 1 through 6 of 6 prepared, signed and sealed by Humayoun Farooq, P.E., dated 08- 28/02. B. TESTS 1. 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 outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3355, dated 01/29/02, signed and sealed by Luis Antonion Figueredo, P.E. 2. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large and Missile Small Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2648, dated 06/26/00, signed and sealed by Aldo P. Gonzales, P.E. 3. Test reports on 1)Unifonn Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large and Missile Small Impact Test per FBC, TAS 201 -94 3) Water Resistance Test, per FBC, TAS 202 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3053, dated 06/26/00, signed and sealed by Aldo P. Gonzales, F.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by A1- Farroq Corporation, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. D. MATERIAL CERI'DICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for "Saflex/Keepsafe Maximum" dated 05/17/02, expiring on 05/21/06. E -1 Theodore Berman, Deputy Director Product Control Division NOA No 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 E. STATEMENTS 1. Statements letter of conformance, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. 2. Statement letter of no financial interest, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. F. 0111 ER 1. Letter from Pistorino & Alam Consulting Engineers, Inc. E -2 (A4-4124 Theodore Berman, Deputy Director Product Control Division NOA No 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 SURFACE APPUED FALSE MUNANS MAY BE USED 148' FRAME W1DT1.1 13" MAX. HEAD/SILL \ \ 11 \ 11 II / x_11___ 25 1/2" D.L OPG. 34 1/2' 251/2' D.L OPG. -�1 5' MAX. —1 HEAD /SILL CORNERS PANEL WIDTH 34 1/2" PANEL WIDTH 71 /8' DOOR FRAME WIDTH ( oxXO ) TYPICAL ELEVATION TESTED UNITS SURFACE APPLIED FALSE MUNIINS MAY BE USED SERIES -230 ALUM OUT -SWING DOOR W/ SIDELITES DOORS/SIDELITES GLAZED WITH LAMINATED GLASS RATED FOR LARGE AND SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. SEE SHEET 2 FOR DESIGN LOAD RATINGS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCDY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS IJSTED, SPACED AS SHOWN ON DETAILS. ANCHOR 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. FRAME. WIDTH I 1, / 1 / .1 II / 1 /i1 / fl .x =X =___ / -- ___' I \ n \II K\ u \ I! \ 8° 13" MAX. HEAD II /\ 5' MAX. HEAD/SILT CORNERS ®m IY / 11 / / / 28 5/8' D.L OPG. 34 1/2" PANEL 110TH 28 5/8" D.L OPG. 34 1/2' PANEL WIDTH ErI7r OP. HUMIMUN FAR60Q STRUCTURES FLA. PE 19757 2002 drawing no. W02 -77 (sheet l of =ELITE - DESIGN LOAD CAPACITY - PSF PANEL DIMENSIONS GLASS TYPE 'A' WIDTH HEIGHT EXT. ( +) NIT. ( -). 3'-0" 7*-0' 65.0 85.0 3' -1 5/8' 7' -O" 65.0 66.0 3' -0' 8' -0" 65.0 65.0 3' -1 5/8" 8' -0" 60.6 80.6 3/18' ANNEALED GLASS P1B * IOC KEEPSAFE MNOM MU 3/18" ANNEALED GLASS .081 SAF -0LAS POLYCAR8ONATE LAMINATE 3/18' ANNEALED GLASS 3/16" ANNEALED GLASS SILICONE TREMGLAZE 500 SILICONE TREMGLAZE 500 TREMCO TREMCO . 000RS WITHOUT SIDEUTE - DESIGN LOAD CAPACTY - PSF NOMINAL DOOR DIMENSIONS GLASS TYPE '8' GLASS TYPE 'C' GLASS TYPE '0' GLASS TYPE '8' GLASS TYPE '0' CLASS TYPE '0' X MC EXT. ( +) INT, ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. (-) EXT. ( +) INT. (-) OCT. (4) INT. (-) 3' -1 7/16' X 8'-8• s' -o• x 6' -8" 53.3 90.0 53.3 60.0 53.3 88.0 80.0 50.0 60.0 80.0 85.0 85.0 3' -1 7/16' X Y-O" 6' -0" X Y -0" 53.3 90.0 X X 53.3 65.0 50.0 90.0 X X 85.0 85.0 3' -1 7/18" X 8'-0" 8'-O' X 8'-O" 53.3 90.0 X X 53.3 85.0 80.0 90.0 X. X 85.0 65.0 DOORS WITH STANDARD SILL FOR DOORS WITH 15 ADD-ON SILL RISER OR FOR OPNOS. WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPUCASLE. (x) 71 5 /8' MAX. 75 3/4" MAX. G� 114 1/16' MAX. (xox ) (axo) o 109 15/16" MAX. 114 1/18" MAX. (XOX) (xxo) (oxx) (0)0(0) APPROVED CONFIGU ATIONS 0.460° OVERALL LAM. GLASS GLASS TYPE 'A' GLAZING DETAIL AT SIDEUTE MOULDING OPTIONAL 3/18" ANNEALED GLASS .060 SAFLEX 1110 PVB INTERLAYER 3/16" ANNEALED GLASS SILICONE TREMGLAZE 500 TREMCO 0.440" OVERALL LAM. GLASS GLASS TYPE 'C' DOORS WITH SIDEUTES SEE CHART ABOVE FOR SIDEUTE CAPACITY USE LOWER VALUE OF SIDEUTE OR DOOR 0.455" OVERALL LAM. GLASS GLASS TYPE 'B' 3/18" TEMP. GLASS .090 SAPID WO PV8 INTERLAYER .. 3/16" TEMP. GLASS SILICONE TREMGLAZE 500 TRELiC0 a 0.460" OVERALL LAM. GLASS GLASS TYPE 'A' W. STRUCTURES FLA. PE r 16857 OCT 2002 10 tl y 1 drawing no. W02 -77 CBhest2 of §. TYPICAL ANCHORS SEE ELEV. FOR SPACINGT 1BY M00D BUCK TYPICAL ANCHORS 1BY r MOO BUCK SEE ELEV. FOR SPACING .4 1UCTURi S (S•°..e.... OR ALUM. 1!B" MIN. THNGK) STEEL : Fy > 36 KSI MAN. ALUMINUM : 6083 —T5 MIN. REOD. FOR DESIGN LOADS ABOVE 85.0 PSF 1/2" MIN. FLUSH BOLT PENETRATION #8 SMS AT 12" 0.C. DESIGNFOLOADS ABOVE +83.3 PSF © ro REGD. FOR w DESIGN LOADS ABOVE 85.0 PSF #14 SM5 OR 1/4" DIA. SELF DRILLING SCREWS W000 BUCKS NOT BY TM WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 3/8" X AB; 1/2" FROM 51U. ENDS ALT. REOD. FOR DESIGN LOADS ABOVE +53.3 PSF ^ MCAL AN: ".• "S SEE ELL. FOR SP- ',_N•: 7 TYPICAL ANCHORS; SEE ELEV. FOR SPACING 144" DIA TAPCON$ INTO WOOD BUCKS OR WOOD STRUCTURES 1 -3/4" MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. ,I /1B" SELF DRILLING SCREWS (DRILLFLEX OR EOL1N) INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) STEEL : Fy = 38 KSI MIN. ALUMINUM : 8083 -75 MIN. SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MUWON AND IAMBS SEALED WITH SILICON BINGES; 7 -5/5" LONG ALUM BUTT HINGES. AT 11" FROM EACH END AND ONE AT MIDSPAN OF LEAF. LOCKS: STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 39 -1/2" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (FLUSH BOLTS AT TOP Ea BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED WRNS PERIODS OF HURRICANE WARNING) 6w: DR. IiUMAYOUN FAR000 STRUCTURES FLA. 47. JI.11 ,T1'AK TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8" X3'' 1/2' FROm SU- EOSS TYPICAL ANCHORS TYPICAI. ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING OPTIONAL HI —RISE SILL w M drawing no. W02 -77 (sheet 3 of 8 ) AEQD. FOR DESIGN LOADS ABOVE 65.0 PSF LEAF REINFORCING FOR LOADS ABOVE 65.0 PSF 2BY WOOD BUCK 1/4' MAX. SHIM READ. FOR ESIGN LOADS 85.0 PSF OR LESS READ. FOR O DESIGN LOADS 85.0 PSF OR LESS TYPICAL ANCHORS SEE FOR SPACING #14 X 1 -1/4' SMS AT 15' O.C. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIM SPACE TYPICAL ANCHORS 2 PER CLIP MOM ME AEA', FRAME WIDTH LEAF WIDTM FRAME WIDTH gi sheet 4of 6 1 3.500 -,051 r---- -3.373 LS ANTITY • DESCX1='11u1 2.125 L773 87 3.000 125 3.500 1.4-1,648 FRAME HEAD TM -036 MULLION 114 -054 FLUSH BOLT GUIDE GW -27646 GW 37888 CENTER HINGE 2 011 28815 2A GW 37319 3 OW 38572 2 4 OW 38048 5 OW 36935 154-081 7 GW 31828 8 GW 37889A 9 OW 33888 10 11 12 13 14 15 18 OW 32222 1 2 4 2 /HINGE ASSY. 1/HINGE ASSY. OW37056 GW37058 4037 17 GW 27648 18 - 19 20 000R JAMB /SIDELITE FRAME 011 38572 DOOR TOP & BOTTOM RAIL TM 081 GW 37880 -A OUTER HINGE 21 2 2/ LEAF 2 /LEAF AS REOD. AS 0E00. AS REM). 2 /LEAF 1 /HINGE AS REOD. 2 /LEAF 22 SERIES 400 23 SERIES 800 24 25 1 2/HINGE ASSY. 27 38 AS RE00. 2/HINGE ASS'. 28 29 FRAME SILL GW -28815 DOOR HINGE STILE GW -36935 WEATHER -STRIP ADAPTER G1 -31826 HINGE CAP A10 X 1/2' H. SINS 2 .000 7889 1 i 30 31 33 TM -052A 7M-051A 34 784-084 2 35 GW 31956 38 37 OW 38737 2/MULL OPTIONAL FRAME HEAD FRAME SILL ALT. FRAME SILL FRAME JAMB PANEL LOCK STILE PANEL HINGE STILE PANEL TOP/BOTTOM RAIL WEATHERSTRIP ADAPTER TM OUTER BUTT HINGE TM CENTER BUTT HINGE DOOR LOCK INSERT j +:41r•:1AL 11,9.1 10F.1-I5 - -r8063 -T5 3/4 x 1 1/4 x 3/4 x 1/8" THK. CAP TM FLUSH BOLT ASSEMBLY HEAD REINFORCING BAR, 12' LONG SILL REINFORCING BAR. 12' LONG 'ULTRAFAB' CENTERF1N WOOLPILE FUJSHBOLT GUIDE 7/32'0 HMIOE PIN #10 x 1/2' F.H. UNDERCUT SINS. 1/2"0 THREADED ROD, WASHER & NUT KWIK5ET KNOBLOCH KVAKSET OEAD8017 HINGE BUSHING DUST PLUO (OPTIONAL) • #10 x 1° P.N. 5MS. (.0567. SCREW) HINGE CAP 6083 -15 8083 -15 8083 -T5 6083 -75 8083 -T5 8063 -T5 8083 -76 6083 -78 8083 -15 ALUMINUM ALUMINUM 8083 -T5 6063 -75 WOOL 8083 -15 STEEL STEEL STEEL ' SILL ADAPTER (1' X 1" X 1/18° TUBE) HINGE REINFORCEMENT ASTRAGAL REINFORCEMENT MULLION GLASS STOP ex 4'x 2 7 /8'x 1/8' CUP 0.9. DECORATIVE MOULDING PLASTIC PLASTIC STEEL PLASTIC ALUM END OF DOOR STILES (TOP /80170M) DOOR PANEL/FRAME HINGE SIDE DOOR PANEL/FRAME HINGE SIDE LOCK STILE 3° 10NG DOOR LOCK STILES AT M10 SPAN AT MID SPAN LOCK STILES, JAMBS, HEAD. SILL LOCK STILES ENDS (TOP/BOTTOM) AT EACH HINGE ASSEMBLY AT FLUSH BOLTS TOP /BOTTOM END RAILS ACTIVE LEAF ACTIVE LEAF HINGE ASSEMBLY DOOR JAMB INSTALL. SCREW HOLES ODOR FRAME MEMBERS/MULL CUPS HINGE ASSEMBLY 6105 -78 8083 -75 8083 -T5 8083 -75 ALUM. 8083 -18 92 -1/2" LONG DOOR LOCK STILES HEWED! DOOR/SIDE LRE JAMBS SIDE LITE CIMINO PERIMETER TOP & BOTTOM OF MULL DOOR PANEL PERIMETER saes .750 1.750 7 DOOR LEAF STILE GW 35048 3.790 HINGE ASSEMBLY DECORATIVE MOULDING 0W -36737 ALT. FRAME 511- .045 GLASS STOP 0W -31958 1840 --'1 .125 ASTRAGAL REINFORCEMENT 7M -075 HINGE REINFORCEMENT TM -052A 2.042 REINFORCING BAR GW -37056 drawing no. W02-77 (shoot of 6 ) FRAME TOP CORNER StDE,EC CORNER ,MME ROTTOM CORNER Engr. DR HUMYOUN rklair STRUCTURES RA PE / 18067 drawing no W02 -77 Cahoot 6 of 6 ) MIA MIDDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA T. M. Window and Door 601 N. W. 12th Ave Pompano Beach, Florida, 33609 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUrrE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 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 Aar 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "515 " Aluminum Outswing Casement Window —LM Impact APPROVAL DOCUMENT: Drawing No. C515 -LMI, titled "Series 515 Aluminum Outswing Casement window", 1 through 11 of 11, prepared by manufacturer, dated 11 -15-01 and last revised on 02- 25-03, signed and sealed by Ballard L. Argus, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA. as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 014129.03 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 01-1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 Page 1 T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. C515 -LMI, titled "Series 515 Aluminum Outswing Casement window", 1 through 1 I of 11, prepared by manufacturer, dated 11 -15-01 and last revised on 02 -25 -03, signed and sealed by Ballard L. Argus, 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 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Small Missile Impact Test per FBC, 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 windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2770 (00122) & FTL- 2587(00006), dated 6/13/01 and 04- 04 -00, signed and sealed by Antonio Acevedo, P. E. and Aldo P. Gonzales, P.E. respectively. Note: Test report FTL -2587 has been revised by addendum letter dated 04-12 -2000, issued by Fenestration Testing Laboratory, signed and sealed by Aldo P. Gonzales, 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 20294 3) Large Missile Impact Test per FBC, TAS 201 -94 4) 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. C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification calculations dated 09- 27 -02, 10 -04-02, 12- 04- 15-02, and last revised on 02 -25 -03 prepared, signed and sealed by Ballard L. Argus, P. E. D. MATERIAL CERIIJi'ICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holding L. L. C for "Saf- Glas ", expiring on 12/16/07. 2. Notice of Acceptance No. 00- 0524.06 issued to Nebula Glass Intl for "Glasslam Safety -Plus Laminated Glass ", expiring on 09/09/03. 3. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc: for "Saflex /Keep Safe Maximum ", expiring on 05/21/2006. E -1 stool . 1--LtAh,elA Ishaq 1. Chanda, P. E. Product Control Examiner NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) E. STATEMENTS 1. Letter of conformance and "No financial interest, dated 12-04-2002 signed & sealed by Ballard L. Argus, P.E. 2 Statement letter of compliance, part of test report, issued by Fenestration Testing laboratory and American Test Lab of South Florida. 3 Letter & marked -up drawing dated March 12, 2003 issued by Fenestration Testing laboratory, signed by Roberto Roberto. F. OTHER 1. None E -2 1v. 1. 1-1Aan J Ishaq L Chanda, P. E. Product Control Examiner NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 (Its IQ SEE MULL CUP( ' A 1 V� II SHEET 10 OF 11 y, 20 5/8° I_,_ SERIES 515 CASEMENT WINDOW I, MAX. UNIT ELEVATION VIEWED FROM EXTERIOR, SCALE 1/2° = 12°) DESIGN PRESSURE RATING: SEE TABLES #1, #2, AND #.3 TEST REPORT No.: FTL -2770 GLAZING: 7/16" SAF -GLAS BY S.I.G. - 3/16' ANNEALED GLASS - 0.070" POLYCARBONATE INTERLAYER - 3/18" ANNEALED GLASS WATER RESISTANCE TEST: 12.00 PSF GENERAL NOTES 1. SERIES 515 ALUMINUM CASEMENT WINDOW (LARGE MISSILE IMPACT), AS DESIGNED AND MANUFAC- TURED BY TM WINDOW AND DOOR, LLC. 2. PRODUCT APPROVAL DRAWINGS ARE BASED ON 1ESI REPORTS No.: FTL -2770, FTL -2587 AND ATL- 0806.01 -02, AS LISTED ACCORDINGLY FOR EACH UNIT (SEE ELEVATIONS ON SHEETS 1, 6, AND 8 OF 11 RESPECTIVELY) 3. DRAWINGS PROVIDE ANCHOR INFORMATION FOR STRUCTURAL CONCRETE AND HOLLOW CONCRETE BLOCK CONSTRUCTION ONLY. 4. WINDOW MINIMUM HARDWARE REQUIREMENTS: A EACH OPERABLE VENT TO HAVE: - ALUMINUM THREE PIECE BUTT HINGES 6 1/4° LONG, LOCATED 7" FROM TOP AND BOTTOM AND AT MID -SPAN WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLES FOR REQUIREMENTS) - SURFACE MOUNTED LEVER TYPE CAM LOCKS, WITH SURFACE MOUNTED KEEPERS, LOCATED 18 1/2" FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED. AT LEFT OR RIGHT JAMBS (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) - ONE (1) ROTO OPERATOR AT SILL, LOCATED 4 1/2° FROM EITHER LEFT OR RIGHT JAMB. 8. EACH FIXED VENT TO HAVE - ALUMINUM THREE PIECE BUTT HINGES 6 1/4° LONG, LOCATED 7° FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLES FOR REQUIREMENTS) - SURFACE MOUNTED KEY OPERATED CUSTODIAL LOCKS, WITH SURFACE MOUNTED KEEPERS, LOCA- TED 18" FROM TOP AND BOTTOM AND AT MID - SPAN, WHERE THREE LOCKS ARE INDICATED, AT LEFT OR RIGHT JAMBS (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) - SURFACE MOUNTED KEY OPERATED CUSTODIAL LOCK. LOCATED AT MID -SPAN OF HEAD AND SILL WHERE CUSTODIAL LOCKS ARE INDICATED (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) 5. WINDOW WEATHERSTRIPPING REQUIREMENTS: A. SINGLE ROW, WOOL PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT PERIMETER OF FRAME AND AT FIXED MEETING RAIL AT EACH WEATHERSTRIPPING GROOVE 6. GLAZING METHOD: EXTERIOR GLAZED WITH 0.450" (VENTS) AND 0.450' (FIXED UTES) GLASS BITE. USING SILICONE AND AN ALUMINUM TUBE GLAZING BEAD WITH SILICONE BETWEEN THE BEAD AND GLASS. GLAZING BEAD FASTENER SCREWS ARE NOT REQUIRED FOR THIS OPTION. 7. ALL STRUCTURAL MEMBERS SHALL BE ALUMINUM ALLOY 6063 -T6. NOTE; THE FIXED PANEL (0) IS EQUIPPED WITH BUTT HINGES AND CUSTODIAL LOCKS FOR CLEANING PURPOSES ONLY ANCHOR NOTES 1. TYPICAL ANCHOR TYPE FOR X, )0( AND XOX CONFIGURATIONS SHALL BE A. 1/4 °0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FIAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 146,887 PSI AVEERAGE YIELD STRESS= 158,767 PSI • B. 5/16'0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FIAT HEAD TAPCON ANCHORS. WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 150,142 PSI AVEERAGE YIELD STRESS= 155,862 PSI C. MINIMUM TYP. EMBEDMENTS ARE AS FOLLOW: a. FOR X AND XX CONFIGURATIONS: - 1 1/2' FOR 2500 /3000 PSI STRUCTURAL CONCRETE - 1 1/4° FOR HOLLOW CONCRETE BLOCK b. FOR XOX, XXO, AND OXX CONFIGURATIONS: - 1 3/4° FOR 3200 PSI STRUCTURAL CONCRETE - 1 1/4° FOR HOLLOW CONCRETE BLOCK AT JAMBS ONLY 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLOCK IS 2 1/2' 3. MINIMUM TAPCON SPACING BETWEEN ADJACENT ANCHORS AT THE TOP AND BOTTOM OF THE XX CONFIGURATION VERTICAL MEETING RAIL IS 3° FOR 1/4 "0 TAPCON, AND 3 3/4° FOR 5/16'0 TAPCON. 4. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE, IS 1/4 ". 5. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOLID ONES LOCATED AROUND THE PERIMETER OF WINDOW ELEVATION. DRAWN PERPENDICULAR TO THE FRAME. - HEAD AND SILL OF OPERATING VENTS FOR X, XX AND XOX CONFIGURATIONS, LOCATE ANCHORS AT 6° FROM ENDS AND 12 1/2" 0.C. MAXIMUM - TOP AND BOTTOM OF MEETING RAILS FOR XX CONFIGURATION, LOCATE ANCHORS IN CLUSTER WITHIN 6" MAXIMUM OF EACH SIDE OF MEETING RAIL CENTERLINE - HEAD AND SILL OF FIXED VENTS FOR XOX CONFIGURATIONS, LOCATE ANCHORS 6° FROM ENDS AND 20 5/8" 0.C. MAXIMUM - JAMBS OF OPERATING AND FIXED VENTS FOR X, XX AND XOX CONFIGURATIONS, LOCATE ANCHORS 6" FROM ENDS AND 15 1/16' O.C. MAXIMUM. 6. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING FROM FRAME ENDS, IF REQUIRED. TO MAINTAIN 3° MINIMUM SPACING BETWEEN ADJACENT ANCHORS. DRAWING INDEX SHEET 1. - GENERAL NOTES, ELEVATION (TEST FTL-2770) AND ANCHOR NOTES SHEET 2. - VERTICAL CROSS SECTIONS AND BILL OF MATERIALS (7/16° GLASS) SHEET 3. - HORIZONTAL CROSS SECTIONS (7/16° GLASS) SHEET 4. - LOAD /ANCHOR /HARDWARE TABLES (X & XX CONFIG. -7/16" GLASS) SHEET 5. - LOAD /ANCHOR /CUPS /HARDWARE TABLES (XOX CONFIG. -7/16° GLASS) SHEET 6. - ELEVATION (lest FTL- 2587), LOAD /ANCHOR /HARDWARE TABLES /ANCHOR NOTES (X CONFIG. -5/16" GLASS) SHEET 7. -CROSS SECTIONS AND BILL OF MATERIALS (X CONFIG. -5/16° GLASS) SHEET 8. - ELEVATION (TEST AIL- 0806.01 -02; ANCHOR NOTES (X & XX CONFIG. -1/2° GLOSS) SHEET 9. - LOAD /ANCHOR /HARDWARE TABLES (X & XX CONFIG. -1/2" GLASS) SHEET 10. -MULL ANCHOR CLIPS DETAILS SHEET 11. -PARTS LIST r 1 SHUTTERS REQUIREMENTS: NO SHUTTERS ARE REQUIRED FOR THESE INSTALLATIONS. • BALLARD L ARGUS, P.E. 91 TERRACE N, 324 v(LS lo* FLORIDA No.35686, CIVIL • b fie 8 SHEET 1 OF 11 MIN. TYP. EMBEDMENT: FOR X OR XX =1 1/2" FOR XXO,XOX. OR OXX =1 3/4" TYP. INSTALLATION ".��r INTO CONCRETE IX P.T. � OD BUCK � �� ® ��^�•�� MOD NOTE BELOW) -it i1E111 D ® u, x 00 — -"- 2° NOM. WIDTH k- 0 4 1X P.T. WOOD BUCK (SEE NOTE BELOW) ©1/4" MAX. SHIM (TYPICA) MIN. TYP. EMBEDMENT: FOR X OR XX =1 1/2° FOR XXO,XOX, OR 0XX =1 3/4° BILL OF MATERIALS (TEST FTL -2770) / (ATL 0806.01 -02) ITEM QTY. PART No. MATERIAL DESCRIPTION LOCATION 1 2 GW 37528 6063 —T6 ALUM. FRAME HEAD WINDOW FRAME 2 4 GW 37528 6063 —T6 ALUM. FRAME JAMB WINDOW FRAME 3 . 2 GW 37528 6063 —T6 ALUM. FRAME SILL WINDOW FRAME 4 3 GW 37526 6063 —T5 ALUM. VENT TOP WINDOW SASH 5 6 GW 37526 6063 —T5 ALUM. VENT STILE WINDOW SASH 6 3 GW 37528 6063 -15 ALUM. VENT BOTTOM WINDOW SASH 7 9 GW 37521 6063 -15 'ALUM. VENT INTERIOR HINGE FRAME JAMB 8 9 09! 37522 6063 —T5 ALUM. VENT EXTERIOR HINGE FRAME JAMB 9 1 TM -102 6063 —T6 ALUM. MEETING RAIL WINDOW FRAME 10 1 TM -82 6063 —T8 ALUM. MULL ADJACENT JAMBS 11 3 - -- GLASS 7/16" SAF —GLAS LAMINATED (FTL -2770) SASH VENT 11B 2 - -- GLASS 1/2° GLASSLAM LAMINATED (ATL- 0808.01 -02) SASH VENT 12 AS REQ'D 5500 SILICONE °TREMGLAZE" 5500 GLASS PERIMETER 13 AS REQ'D 2230 WOOL FINSEAL #2230 WINDOW FRAME 14 5 •28 -23 -01 -101 CAST ZINC `TRUTH° KEY OPERATED CUSTODIAL LOCK FIXED VENT 15 6 24 -11 -32 CAST ZINC °TRUTH" LOCK HANDLE . MEETING RAIL/JAMB 17 4 30238 S. STEEL , °TRUTH" KEEPER MEETING RAIL/JAMB 18 3 23 -65 -32 CAST ZINC "TRUTH" SINGLE ARM (FACE — MOUNT) OPERATOR FRAME SILL 19 3 /CORNER - -- S. DttLL 110 x 1 1/4" P.H. SMS. FRAME/SASH CORNER 20 AS REQ'D - -- S. STEEL #10 x 3/8" P.H. SMS. HINGES /CAM LATCH 21 2 /EACH - -- S. STEEL #10 x 3/8° P.H. "TYPE B" SCREW KEEPER 22 2 /EACH - -- S. STEEL #10 x 3/8° T.H. "TYPE C" SCREW RO'TO OPERATOR 23 AS REQ'. ' --- STEEL 1/4 °0 OR 5/16 °0 TAPCON (SEE TABLES FOR QTY.) WINDOW FRAME 24 AS REQ'D - -- S. STEEL. 14 x 1 1 2° P.H. SMS. FRAME MUWON 25 2 /EACH - -- S. SiLLL #10 -24 °TYPE C" SCREW CUSTODIAL LOCK 26 8 /MU1L - -- S. STEEL #14 x 1/2" F.H. SMS. MULL TOP & BOTTOM 27 1 /HINGE - -- STEEL 3/16 °0 x 5.6" LONG HINGE ROD HINGE ASSY. 28 AS REQ'D - -- ALUMINUM 1/2 x 1/2 x 1/16° TUBULAR GLASS STOP WINDOW VENTS 29 20 SW 27713 ALUMINUM CORNER KEY FRAME/VENT CORNERS 30 12 - -- ALUMINUM 3 x 1 x 1/16" THK. CHEVRON VENT CORNERS 31 8 - -- ALUMINUM 3 x 11/16 x 1/16° THK. CHEVRON FRAME CORNER 32 8 - -- ALUMINUM 3 x 1.3/8 x .041° THK. CHEVRON FRAME CORNER 33 2 /MULL TM -096 6063 —T6 ALUM. 2 x 3 5/16 x 5 1/2 x 1/8" THK. MULL CLIP "A3' MULL TOP & BOTTOM 34 4 MULL - -- 6063 —T5 ALUM. 2 x 1 1/2 x 4 x 1/8" THK. MULL CUP "A1" MULL TOP & BOTTOM 36 2 /HINGE - -- ALUMINUM CAP RIVET HINGES MIN. FOR FOR TYP. EMBEDMENT: X OR XX =1 1/2" XXO,XOX. OR OXX =1 3/4° 2 1/2" EDGE — . DISTANCE FLAT SURFACE (TYP) INSTALLATION 2 1/2° EDGE 2 1/2° EDGE DISTANC DISTANCE +— PRECAST SILL) INSTALLATION WOOD BUCK INSTALATION NOTE: (TYP) W000 BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD c-VERTICAL SECTION ,), SCALE: HALF SIZE VERTICAL SECTION SCALE: HALF SIZE NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS 3/16° ANNEALED GLASS .070° POLYCARBONATE BY S.I.G. 3/16" ANNEALED GLASS EXTERIOR e50" GLASS BITE ,'r—ls1-1C 7/16° OVERALL LAMINATED (SAF —GLAS) BY SECURITY IMPACT GLASS HOLDINGS. LLC GLASS DETAIL SCALE FULL SIZE ARGUS, P.E. 91 E ON, .3324 zlaslo3 FLORIDA No.35686. CIVIL .41iP C 8 Z 10 1 00 a 2 2 - - § 3g. is 4F g o 5 1 SHEET 2 OF 11 • "MIN. 1YP. EMBEDMENT: FOR X OR XX =i 1/2° FOR XXO,XOX, OR OXX 1 3/4° 1X P.T. WOOD BUCK - (SEE NOTE BELOW) 1/4° MAX. SHIM (TYP) r 1 IX P.T. WOOD BUCK (SEE NOTE BELOW) 1 1/4° MIN EMB EXTERIOR F -r— Nilo aim. J I 11 I 4. � �.p to a) o TYP. INSTALLATION INTO CONCRETE WINDOW FRAME. WIDTH 1/8° WINDOW FRAME WIDTH OJAMB HINGE DETAIL 0 MEETING RAIL DETAIL 3 3 TYP. INSTALLATION INTO CONCRETE BLOCK 5 JAMB HINGE DETAIL 3 1 1/4° MIN. EMBED. (TYP.) at 11--d `f I __ IX P.T. WOOD BUCK (SEE NOTE BELOW) AEI ,_see,,,,, a,t......... EXTERIOR 1/8° WINDOW FRAME WIDTH WINDOW FRAME WIDTH + WINDOW FRAME WIDTH (-3 MULL DETAIL WOOD BUCK INSTALLATION NOTE: WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS OF RECORD COMEN�I ARCHITECT OR ENGINEER ( *) SEE PAGE 10 OF 11 FOR MULL ANCHOR CUP TYPE APPLICATION. l 1YP. INSTALLATION INTO CONCRETE BLOCK %71 JAMB LOCK DETAIL 3 NO SHU1IERS REQUIRED FOR THESE INSTALLATIONS OMULL. DETAIL 3 FLORIDA No.35886, CIVIL 0 I C515 —LMII SHEET 3 of 11 TAEILE # 1: INSTALLATION FASTENER CHART/HARDWARE 01 CONFIGURATION) GLAZING: 7!16' AN PEALED LAMINATED (SAF- GLAS),BASED ON TEST REPORT NO.: FTL 2770 2.728" SILL HEIGHT. WATER RESISTANCE TEST: 12.00 PSF (ELCO 1/4 °0 OR 5 /16°o TAPCONS IN 2500 /3000 PSI CONCRETE SUBSTRATE) CONFIGURATION X 2500 P51 CONCRETE/ HOLLOW BLOCK REQUIRED HARDWARE REQUIRED ANCHORS WOO REQUIRED ANCHORS (5/16 "0) PRODUCT CODE FR WIDTH (in) FR. HEIGHT (in) POSITIVE ( +) NEGATIVE ( -) HIND (QTY.) LOCKS (QTY.) HEAD /SILL (01Y.) EACH JAMB (QTY.) HEAD /SRL '(QTY.) EACH JAMB (QTY.) 12 19 1 8 26 80.0 -80.0 2 1 2 2 2 2 13 19 1/8 38 3/8 80.0 -80.0 2 2 2 3 2 3 14 19 1 _8 50 5/8 80,0 -80.0 3 2 2 4 2 4 15 19 1 /8 63 80.0 -80.0 3 3 2 5 2 5 16 19 1/8 72 62.7 -62.7 3 3 2 5 2 5 1/2 32 26 1/2, 26 80.0 -80.0 2 1 3 2 3 2 1/2 33 26 1/2 38 3 8 80.0 -80.0 2 2 3 3 3 3 1/2 34 26 1/2 50 5/8 80.0 -80.0 3 2 3 4 3 4 1/2 35 26 1 2 63 80.0 -80.0 3 3 3 5 3 5 1/2 36 26 1/2 72 80.0 -80.0 3 3 3 5 3 5 - -- 32 26 80.0 -80.0 2 1 3 2 3 2 - -- 32 38 3 8 80.0 -80.0 2 2 3 3 3 3 - -- 32 50 5/8 80.0 -80.0 3 2 3 4 3 4 - -- 32 63 80.0 -80.0 3 3 3 5 3 5 - -- 32 72 80.0 -80.0 3 3 3 6 3 5 22 37 26 80.0 -80.0 2 1 3 3 3 2 23 37 38 3 8 80.0 -80.0 2 2 3 4 3 3 33 37 50 5/8 80.0 -80.0 3 2 3 5 3 4 25 37 63 80.0 -80.0 3 3 3 6 3 5 26 37 72 80.0 -80,0 3 3 3 7 3 _ 5 TABLE # 2: OTHER C O N F I G U R A T I O N S (SEE TABLE #1) (SEE TABLE #2) NO SHUIIere. REQUIRED FOR THESE INSTALLATIONS NOTE: -SEE ANCHOR NOTES ON SHEET 1 OF 11 INSTALLATION GLAZING: 7/16' ANNEALED (ELCO 1/4 FASTENED CHART /HARDWARE (XX CONFIGURATION) LAMINATED (SAF- GLAS), BASED ON TEST REPORT No.: FTL 2770 2.728° SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF °0 OR 5/16 °0 TAPCONS IN 2500 /3000 PSI CONCRETE SUBSTRATE) (USING 1/4 °0 ANCHORS) (USING 5/16 °0 ANCHORS) CONFIGURATION XX REQUIRED HARDWARE PER OPERABLE VENT 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS PRODUCT CODE FR. WIDTH (In) FR. HEIGHT (in) - HINGES (QTY.) LOCKS (QTY.) POSITIVE ( +) NEGATIVE ( -) HEAD SILL (QTY.) HEAD /SSILL (ow.) EACH JAMB (QTY.) POSITIVE ( +) NEGATIVE ( -) HEAD/SILL (Q1Y.) HEAD SILL (�y) EACH JAMB (QTY.) 22 37 26 2 1 80.0 -80.0 2 2 2 80.0 -80.0 2 2 2 23 37 38 3/8 2 2 80.0 -80.0 2 2 3 80.0 -80.0 2 2 3 24 37 50 5/8 3 2 80.0 -80.0 4 2 4 80.0 -80.0 2 2 4 25 37 63, 3 3 80.0 -80.0 4 2 5 80.0 -80.0 2 2 5 26 37 72 3 3 62.7 -62.7 4 2 5 62.7 -62.7 2 2 5 - -- 48 26 2 1 80.0 -80.0 2 2 2 80.0 -80.0 2 2 2 ___ 48 38 3 8 2 2 80.0 -80.0 4 2 3 80.0 -80.0 2 2 3 _ -- 48 50 5/8 3 2 80.0 -80.0 4 2 4 • 80.0 -80.0 2 2 4 - -- 48 63 3 3 80.0 -80.0 4 2 5 80.0 -80.0 2 2 5 ___ 48. 72 3 3 80.0 -80.0 4 2 5 80.0 . -80.0 4 2 5 32 53 1/8 26 2 1 80.0 -80.0 2 4 2 80.0 -80.0 2 4 2 33 53 1 8 38 3/8 2 2 80.0 -80.0 4 4 3 80.0 -80.0 2 4• 3 34 53 1/8 50 5/8 3 2 80.0 -80.0 4 4 4 80.0 -80.0 2 4 4 35 53 1/8 63 3 3 80.0 -80.0 4 4 5 80.0 -80.0 4 4 5 36 53 1/8 72 • 3 3 • 80.0 -73.5 4 4 5 80.0 -80.0• 4 4 5 - -- 80 26 2 1 80.0 -80.0 2 4 2 80.0 -80.0 2 4 2 - -- 60 38 3/8 2 2 80.0 -80.0 4 4 3 80.0 -80.0 2 4 3 - -- 60 50 5/8 3 2 80.0 -80.0 4 4 4 80.0 -80.0 2 4 4 - -- 60 63 3 3 80.0 -74.4 4 4 5 80.0 -80.0 4 4 5 __- 60 72 3 3 80.0 -65.1 4 4 5 80.0 -80.0 4 4 5 - -- 74. 26 2 1 80.0 -73.0 2 4 2 80.0 -78.0 2 4 2 - -- 74 38 3/8 2 2 80.0 -72.2 4 4_ 3 80.0 -72.2 2 4 3 - -- 74 50 5/8 3 2 80.0 -72.2 4 • 4 4 80.0 -72.2 4 4 4 - -- 74 63 3 3 80.0 -60.3 4 4 5 80.0 -72.2 4 4 5 --- 72 3/16 72 3 3 72.2 -54.1 4 4 5 80.0 -80.0 4 4 5 Fl to BiddhaogE7� Tsa Me � o NO!A lNhelt ai at,L. 1 D 1 1 1 1 TABLE * S i 1 ell ' • ' 4 1 - H i. i ili a - INSTALLATION FASTENER CHART/HARDWARE (XOX, XXO AND OXX CONFIGURATIONS) GLAZING: 7116• ANNEALED LAMINATED (MF- GLAS),BASED ON TEST REPORT No.: FTL E770 2.728" SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF (E., 1/4 °0 OR 5/18°0 TAPCONS IN 3200 PSI CONCRETE SUBSTRATE) (USING 1/4 °0 ANCHORS) (USING 5/16 °0 ANCHORS), CONFIGURATION XOX REQUIRED HARDWARE 3200 PSI CONCRETE/ HOLLOW CBS REQUIRED ANCHORS 3200 PSI CONCRETE/ HOLLOW CBS REQUIRED ANCHORS _ K a iii i 1 1 PER OPERABLE PENT FIXED VENT PER OPERABLE VENT PER FixED VENT PER OPERABLE VENT PER FIXED VENT PRODUCT CODE TOTAL WIDTH in) TOTAL HEIGHT in) 9:" VENT WIDTH (in) "0" VENT WIDTH (in) BUTT (QTY.) LOCKS (QTY.) IB JUTT QTY.) CUSTODIAL LOCKS POSE (4) G�TIVE (-J HEAD /SILL (QTY.) EACH JAMS (QTY.) HEAD /SILL (QTY.) EACH JAMB (01Y.) POSITIVE (4-) NEGATIVE ( -) HEAD /SILL (QTY.) EACH JAMB (QTY.) HEAD /SILL (QTY.) EACH JAMB (0 ?.) HEAD /SILL JAMBS 0 -2W -2 72 1 4 26 24 24 2 1 2 NONE 1 80.0 -80.0 2 2 2 2 80.0 -80.0 2 2 2 2 MUWON ANCHOR CLIP TYPE A1" & °A3" 0 -2W -3 72 1/4 38 3/8 24 24 2 2 2 NONE 2 80.0 -80.0 2 3 2 3 80.0 -80.0 2 3 2 3 0 D -2W -4 72 1 4 50 5/8 24 24 3 2 3 NONE 2 80.0 -80.0 2 4 2 4 80.0 -80.0 2 4 2 4 D -2W -5 72 1/4 63 24 24 3 3 3 NONE 3 80.0 -80.0 2 5. 2 5 80.0 -Box 2 5 2 5 0 -2W -6 72 1/4 72 24 24 3 3 3 NONE 3 80.0 -80.0 2 5 2 5 80.0 -80.0 2 5 2 5 0 -38-2 108 1/4 26 261/2 51 2 1 2 1 1 80.0 -80.0 3 2 3 2 80.0 -80.0 3 2 3 2 0 -3W -3 106 1/4 38 3/8 26 1/2. 51 2 2 2 1 2 80.0 -80.0 3 3 3 3 80.0 -80.0 3 3 3 3 SERIES 515 ALUMINUM OUTSWING CASEMENT WINDOW (LARGE MISSILE IMPACT) D -3W-4 106 1/4 50 5/8 26 1/2 51 3 2 3 1 2' 74.3 -74.3 3 4 3 4 74.3 -74.3 3 4 3 4 0 -38-5 108 1/4 63 261/2 51 3 3 3 1 3 59.1 -59.1 3 5 3 5 59.1 -59.1 3 5 3 5 0-3W -6 106 1/4 72 28 1/2 51 3 3 3 1 3 51.0 -51.0 3 5 3 5 51.0 -51.0 3 5 3 5 T -2W -2 111 1/4 26 37 37 2 1 2 1 1 80.0 -80.0 3 3 3 3 80.0 -80.0 3 2 3 2 T -2W -3 111 1/4 38 3/8 37 37 2 2 2 1 2 80.0 -80.0 3 4 3 3 80.0 -80.0 3 3 3 3 T -2W -4 111 1/4 50 5/8 37 37 3 2 3 1 2 80.0 -80.0 3 5 3 4 80.0 -80.0 3 4 3 4 T -2W -5 111 1/4 63 37 37 3 3 3 1 3 80.0 -70.9 3 6 3 5 80.0 -70.9 3 5 3 5 T -2W -6 111 1/4 72 37 37 3 3 3 1 3 60.7 -60.7 3 6 3 5 60.7 -60.7 3 5 3 5 - -- 125 1/4 28 35 51 2 1 2 1 1 80.0 -80.0 3 3 3 3 80.0 -80.0 3 2 3 2 - -- 125 1/4 38 3/8 35 51 2 2 2 1 2 80.0 -80.0 3 4 3 4 80.0 -80.0 3 3 3 3 - -- 125 1/4 50 5/8 35 51 3 2 3 1 2 74.3 -74.3 3 4 3 6 74.3 -74.3 3 4 3 4 - -- 125 1/4 63 35 51 3 3 3 1 3 59.1 -59.1 3 5 3 6 59.1 -59.1 3 5 3 5 - -- _ 125 1/4 72 35 51 3 3 3 1 3 51.0 - 51.0 3 5 3 8 51.0 -51.0 3 5 3 5 NOTE -SEE ANCHOR NOTES ON SHEET 1 OF 11 -SEE MUWON ANCHOR CUP DETAILS ON SHEET 10 OF 11 NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS F.W. OTHER CONFIGURATIONS Appmt�d a lh ea m no. ,. I' MAX. SEE MULL CUP Aft m SHEET 10 OF 11 MAX. F.W. SEE MULL CUP m SHEET 10 OF 11 '� it-'411101 MAX F.W. SEE MULL CUP SEE MULL CUP SHEET 10 OF 11 I_� SHEET 10 OF 11 AIA � �dfA I WY � NOA@,•d /�- T -mow AfA �IfD ,� , � ,�'• -�- ' I. CIsIPg.. ice- I �ru�iv Ir*R\ .a.� -� i.� I•. CAM LOCKS HINGES. l,•�/ I I , v \ Il �� Ilf ` ' 1111• I� I I \ 61 i � v ' I I L ? � ! � ! � p I 0A t 1I�, 1�I . !If v` 111 Art ink � / I I / f� "' © \ CUSTODUU, LOCKS. / / ., • � 1 I, 0' 0 'i �� 1 !' © SIM. / , / �I q *Y / I o o II y I Fi► I', M SIM. • �' , u I II' I �. - 72° MAX. FRAME t t t I, ' \ , BALLARD L ARGUS. P.E. 8 W. 91 TERRACE ON . 33324 Zt2 a -. - °d -►��, ; VII) 1111/ °X" VENT WIDTH I "O° VENT WIDTH ` MULL n 41I11 110 MULL 1111111 l 111111. MULL CUP SHEET OF 1 1 SHEET 10 OF 1 1 #3) HSHEEETT 1 1 (SEE TABLE #3) (SEE TABLE #3) (SEE TABLE FLORIDA No.35686. CIVIL SHEET s of 11 SERIES 515 CASEMENT WINDOW (TEST UNIT ELEVATION VIEWED FROM EXTERIOR) SCALE: 1/2" = 12° DESIGN PRESSURE RATING: SEE TABLE #4 ('MIS PAGE) GLAZING: 5/16" SAF -GLAS BY S.I.G. - 1/8" HEAT STRENGTHENED GLASS - 0.069" POLYCARBONATE INTERLAYER - 1/8" HEAT STRENGTHENED GLASS TEST REPORT No.: FTL -2587 WATER RESISTANCE TEST: 10.92 PSF 1/8° HEAT STRENGTHENED GLASS .069" POLYCARBONATE BY S.I.G. 1/8° HEAT STRENGTHENED GLASS #8.x 3/4" SMS. (SEE NOTE #3 EBRELALOW) EXTERIOR Aso" GLASS BITE 5/16" OVERALL LAMINATED (SAF -GLAS) BY SECURITY IMPACT GLASS HOLDINGS, LLC GLASS DETAIL SCALE: FULL SIZE GENERAL NOTES 1. WINDOW MINIMUM HARDWARE REQUIREMENTS: A. EACH OPERABLE VENT TO HAVE: - ALUMINUM THREE PIECE BUTT HINGES 6 1/4° LONG. LOCATED 7" FROM TOP AND BOTTOM AND AT MID -SPAN WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLE #4 FOR QUANTITY) - SURFACE MOUNTED LEVER TYPE CAM LOCKS, WITH DOUBLED SURFACE MOUNTED KEEPERS, LOCA- TED 12° FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED, AT LEFT OR RIGHT JAMBS (SEE TABLES #4 FOR REQUIREMENTS EACH VENT SIZE) - ONE (1) ROTO OPERATOR AT SILL, LOCATED 4 1/2° FROM EITHER LEFT OR RIGHT JAMB. 2. WINDOW WEATHERSTRIPPING REQUIREMENTS: A. SINGLE ROW, WOOL PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT PERIMETER OF FRAME AND AT FIXED MEETING RAIL AT EACH WEATHERSTRIPPING GROOVE 3. GLAZING METHOD: EXTERIOR GLAZED WITH 0.450" (VENTS) GLASS BITE, USING SILICONE AND AN ALUMINUM TUBE GLAZING BEAD, WITH SILICONE BETWEEN THE BEAD AND GLASS. GLAZING BEAD TO BE FASTENED WITH A SINGLE ROW OF #8 x 3/4" FH. SS. SMS. LOCATED AS FOLLOWS: - HEAD. AND SILL: 3" FROM ENDS AND 8" 0.C. MAX. - JAMBS: 3° FROM ENDS AND 10 3/4° 0.C. MAX. 4. ALL STRUCTURAL MEMBERS SHALL BE ALUMINUM ALLOY 6063 -T6. 5. NO SHUIItHS ARE REQUIRED FOR THESE INSTALLATIONS. TABLE 4* 4: INSTALLATION, FASTENER CHART/HARDWARE (X CONFIGURATION) GLAZING: 5/16• HEAT STRENGTHENED LAMINATED (SAE- GLAS). BASED ON TEST REPORT No.: FTL 2597 2. 728" SILL HEIGHT, WATER RESISTANCE TES': 10.92 PSF (ELOO /4 °0 TAPCON IN 2500 PSI CONCRETE SUBSTRATE) CONFIGURATION X 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED HARDWARE REQUIRED ANCHORS PRODUCT T FR. WIDTH (in) FR. HEIGHT (n) ' POS(TtVE ( +) NEGATIVE ( -) BUTT HINGES (QTY.) LOCKS (QTY.) HEAD /SILL (QTY.) EACH JAMB (QTY.) 12 19 1/8 26 72.8 -99.3 2 1 2 2 13 19 1/8 38 3/8 72.8 -99.3 3 2 2 3 14 19 1/8 50 5/8 72.8 -99.3 3 3 2 4 15 19 1/8 63 72.8 -99.3 3 4 2 5 18 19 1/5 72 72.8 -81.0 3 4 2 5 1/2 32 26 1/2 26 72.8 -99.3 2 1 2 2 1/2 33 26 1/2 38 3/8 72.8 -99.3 3 2 2 3 1/2 34 26 1/2 50 5/8 72.8 -99.3 3 3 2 4 1/2 35 26 1/2 63 72.8 -93.9 3 4 2 5 - -- 32 26 72.8 -79.3 2 1 3 2 --- 32 38 3/8 72.8 -75.4 3 2 3 3 - -- 32 50 5/8 72.8 -75.4 3 3 3 4 22 37 26 72.8 -46.3. 2 1 3 2 23 37 38 3/8 72.8 -40.7 3 2 3 3 NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS ANCHOR NOTES INSTALLATION REQUIREMENTS: 1. TYPICAL ANCHOR TYPE FOR X CONFIGURATION SHAU. BE: A. 1/4"� ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 148,887 PSI AVEERAGE YIELD STRESS= 158,767 PSI B. 5/16 °0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 150,142 PSI AVEERAGE YIELD STRESS= 155,862 PSI C. MINIMUM TYP. EMBEDMENTS ARE AS FOLLOW: a. FOR X AND XX CONFIGURATIONS: - 1 1/2" FOR 2500 //3000 PSI STRUCTURAL CONCRETE - 1 1/4" FOR HOLLOW CONCRETE BLOCK b. FOR XOX, XXO, AND OXX CONFIGURATIONS: - 1 3/4" FOR 3200 PSI STRUCTURAL CONCRETE - 1 1/4" FOR HOLLOW CONCRETE BLOCK AT JAMBS ONLY 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLOCK IS 2 1/2° 3. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE, IS 1/4 ". 4. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOUD UNES LOCATED AROUND THE PERIMETER OF WINDOW ELEVATION. DRAWN PERPENDICULAR TO THE FRAME MAXIMUM ANCHOR SPACING =116EMENTS: - HEAD AND SILL OF OPERATING VENTS FOR X CONFIGURATION, LOCATE ANCHORS 8" FROM ENDS AND 16" 0.C. MAXIMUM - JAMBS OF OPERATING AND FIXED VENTS FOR X CONFIGURATION, LOCATE ANCHORS 8" FROM ENDS AND 15 3/8" 0.C. MAXIMUM. l =r Ma NOAY 118a u' rill 1. LL4J re SZ S C515 -LMI SHEET' s OF 11 1" 1 1/2° MIN. EMBED. (VP) TYP. INSTALLATION INTO CONCRETE 1X P.T. WOOD BUCK (SEE NOTE BELOW) IX P.T. WOOD BUCK z",— (SEE NOTE BELOW) 1 1/2 MIN. EMBED. (NP) BILL OF MATERIALS (TEST FTL -2587) ITEM QTY. PART No. MATERIAL DESCRIPTION LOCATION 1 1 GW 37528 8083 —T6 ALUM. FRAME HEAD WINDOW FRAME 2 2 GW 37528 6083 —T6 ALUM. FRAME JAMB WINDOW FRAME 3 1 GW 37528 8083 —T6 ALUM. FRAME SILL WINDOW FRAME 4 3 GW 37526 6063 —T5 ALUM. VENT TOP WINDOW SASH 5 6 GW 37528 6083 -T5 ALUM. VENT STILE WINDOW SASH 8 3 GW 37526 6063 —T5 ALUM. VENT BOTTOM WINDOW SASH 7 3 GW 37521 6063 —T5 ALUM. VENT INTERIOR HINGE FRAME JAMB 8 3 GW 37522 6083 —T5 ALUM. VENT EXTERIOR HINGE FRAME JAMB 11A 1 - -- GLASS 5/16" SAF —GLAS LAMINATED SASH VENT 12 AS REQ'D S500 SILICONE °TREMGLAZE° 5500 GLASS PERIMETER 13 AS READ 2230 WOOL FINSEAL #2230 WINDOW FRAME 15 6 24 -11 -32 CAST ZINC °TRUTH° LOCK HANDLE MEETING RAIL/JAMB MEETING RAIL/JAMB 17 4 30238 S. STEEL °TRUTH" KEEPER 18 3 23 -65 -32 CAST ZINC °TRUTH° SINGLE ARM (FACE —MOUNT ) OPERATOR FRAME SILL 19 4 /CORNER - -- S. STEEL 10 x 1 1/4° P.H. SMS. FRAME/SASH CORNER 20 AS REVD - -- S. STEEL 10 x 3/8° P.H. SMS. HINGES /CAM LATCH 21 2/EACH - -- S. STEEL #10 x 3/8° P.H. °TYPE 8° SCREW KEEPER 22 2/EACH - -- S. STEEL #10 x 3/8° T.H. °TYPE C" SCREW ROTO OPERATOR 23 AS REVD - -- STEEL. 1/4 °0 TAPCON (SEE TABLES FOR QUANTITY) WINDOW FRAME 27 1 /HINGE STEEL 3/16 °0 x 5.8° LONG HINGE ROD HINGE ASSY. 28 AS REQ'D - -- ALUMINUM 1/2 x 1/2 x 1/16° TUBULAR GLASS STOP WINDOW VENTS 29 20 SW 27713 ALUMINUM CORNER KEY FRAME CORNERS 30 12 - -- ALUMINUM 3 x 1 x 1/16° THK. CHEVRON VENT CORNERS 31 8 - -- ALUMINUM 3 x 11/16 x 1/16° THK. CHEVRON FRAME CORNER 32 8 - -- ALUMINUM 3 x 1 3/8 x .041° THK. CHEVRON FRAME CORNER 36 2 /HINGE - -- ALUMINUM CAP RIVET HINGES 37 AS REQ'D -- S. STEEL #8 x 3/4° FH. SS. SMS. (SEE GENERAL ANCHOR NOTE #3 ON SHEET 6 OF 11) TUBE GLAZING BEAD 1 1/4° MIN. EMBED (TYR) ii �m�m OD ID 1�= NO SHUIttrts REQUIRED FOR THESE INSTALLATIONS 1 1/2° MIN. EMBED (TYP.) • l• a- S Z t� 0 2 I 2 1/2" EDGE DISTANCE () ,0 VERTICAL SECTION 7 L ARGUS, P.E. .W. 9 TERRACE Tt0 , 33324 WOOD BUCK INSTALLATION NOTE; W000 BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD (TYPICAL) TYP. INSTALLATION INTO CONCRETE BLOCK WINDOW FRAME WIDTH 0 JAMB HINGE DETAIL 7 ED TYP. INSTALLATION INTO CONCRETE LOCK DETAIL FLORIDA No.35688, CML • No.. C515 -LMII SHED' 7OF n 6• TEST REPORT No.: AIL 0806.01 -02 20" MAX. 72° MAX. .-.{g' I FRAME 6......- �-- WIDTH 20° 6. � M m G7.z war _i at" MAX. D.4. ! I Q.\ II g " w .. i g h i CAM iV LOCKS .:....../ .i« • •/ n a1=1111111, 6° 7 5/8° SERIES 515 CASEMENT WIND0W (ft.si UNIT ELEVATION VIEWED FROM EXTERIOR) SCALE 1/2° = 12" DESIGN PRESSURE RATING: SEE TABLES #5 AND #6 ON PAGE 9 OF 11 TEST REPORT No.: AIL 0806.01 -02 GLAZING: 1/2° GLASSLAM BY NEBULA GLASS - 3/16" ANNEALED GLASS - 0.060° POLYESTER - 0.010° PET - 0.060° POLYESTER - 3/16° ANNEALED GLASS WATER RESISTANCE TEST: 12.00 PSF GENERAL NOTES 1. WINDOW MINIMUM HARDWARE REQUIREMENTS: A. EACH OPERABLE VENT TO HAVE: - ALUMINUM THREE PIECE BUTT HINGES 6 1/4° LONG, LOCATED 7° FROM TOP AND BOTTOM AND AT MID -SPAN WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLES #5 & #6 FOR QUANTITY) - SURFACE MOUNTED LEVER TYPE CAM LOCKS, WITH DOUBLED SURFACE MOUNTED KEEPERS, LOCA- TED 7 5/8° FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED, AT LEFT OR RIGHT JAMBS (SEE TABLES #5 & #6 FOR REQUIREMENTS EACH VENT SIZE) - ONE (1) ROTO OPERATOR AT SILL, LOCATED 4 1/2° FROM EITHER LEFT OR RIGHT JAMB. 2. WINDOW WEATHERSTRIPPING REQUIREMENTS: A. SINGLE ROW, WOOL PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT PERIMETER OF FRAME AND AT FIXED MEETING RAIL, AT EACH WEATHERSTRIPPING GROOVE. 3. GLAZING METHOD: EXTERIOR GLAZED WITH 0.375° (VENTS) GLASS BITE, USING SIUCONE AND AN ALUMINUM TUBE GLAZING BEAD, WITH SIUCONE BETWEEN THE BEAD AND GLASS. GLAZING BEAD FASTENER SCREWS ARE NOT REQUIRED FOR THIS OPTION. 4. ALL STRUCTURAL MEMBERS SHALL BE ALUMINUM ALLOY 6063 -T8. 5. NO SHIA Liv. ARE REQUIRED FOR THESE INSTALLATIONS. J ANCHOR NOTES INSTALLATION REQUIREMENTS. 1. TYPICAL ANCHOR TYPE FOR X AND XX CONFIGURATIONS SHALL BE A. 1/4 "0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 146,887 PSI AVEERAGE YIELD STRESS= 158,767 PSI B. 5/18 °0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 150,142 PSI AVEERAGE YIELD STRESS= 155.862 PSI C. MINIMUM TYP. EMBEDMENTS ARE AS FOLLOW: a. FOR X AND XX CONFIGURATIONS: - 1 1/2° FOR 2500/3000 PSI STRUCTURAL CONCRETE - 1 1/4 FOR HOLLOW CONCRETE BLOCK b. FOR XOX, XXO, AND OXX CONFIGURATIONS: - 1 - 1 1/4" FOR HOLLOW CONCRRETE BLOCK AT JAMBS ONLY 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLOCK 1S 2 1/2° 3. MINIMUM TAPCON SPACING BETWEEN ADJACENT ANCHORS AT THE TOP AND BOTTOM OF THE XX CONFIGURATION VERTICAL MEETING RAIL: FOR 1/4 "0 TAPCON IS 3 "; AND 3 3/4" FOR 5/16 °0 TAPCON. 4. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE, IS 1/4 °. 5. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF WINDOW ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. . ■ .u_y 6i: _ : S Tau ill± - HEAD AND SILL OF OPERATING VENTS FOR X AND XX CONFIGURATIONS, LOCATE ANCHORS 6" FROM ENDS AND 20" 0.C. MAXIMUM - TOP AND BOTTOM OF MEETING RAILS FOR XX CONFIGURATION, LOCATE ALL ANCHORS IN CLUSTER WITHIN 6" MAXIMUM OF EACH SIDE OF MEETING RAIL CENTERLINE. - JAMBS OF OPERATING AND FOXED VENTS FOR X AND XX CONFIGURATIONS, LOCATE ANCHORS 6° FROM ENDS AND 14 15/16" 0.C. MAXIMUM. 6. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING FROM FRAME ENDS, IF REQUIRES, TO MAINTAIN 3° MINIMUM SPACING BETWEEN ADJACENT ANCHORS. NO SHUI IINS REQUIRED FOR THESE INSTALLATIONS .010° P .060° POLYESTER 3/16" ANNEALED GLASS .060° POLYESTER 3/16° ANNEALED GLASS EXTERIOR S -500 SILICONE GLASS 811E 1/2° OVERALL LAMINATED (GLASSLAM SAFETY -PLUS) BY NEBULA GLASS INTERNATIONAL, INC. GLASS DETAIL SCALE FULL SIZE plifraa as cootP1019.0irk the Daa �� m Moil .1. 1.144ad.1 ARGUS, P.E. 91 y" CE ON 24 Zi2T %3 FLORIDA No.35686, CML h :$•a 1 Z SHEET 8 OF 11 TABLE dir U5: INSTALLATION FASTENER CHART /HARDWARE (X CONFIGURATION) GLAZING: ur GLASSLAM SAFETY -PLUS ANNEALED LAMINATED.BASED ON TEST REPORT No.: ATL 0806.01 -02 2.728" SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF BASED ON TEST REPORT FTL 2770 (ELCO 1/4 °0 OR 5/16'0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) CONFIGURATION X 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED HARDWARE REQUIRED ANCHORS (1/4.0 REQUIRED ANCHORS PRODUCT CODE FR. WIDTH (in) FR. HEIGHT (in) POSITIVE ( +) NEGATIVE ( -) HINGES (QTY.) LOCKS (QTY.) HEAD /SILL (QTY.) EACH JAMB (QTY.) HEAD /SILL (QTY.) EACH JAMB (QTY.) 12 19 1/8 28 62.0 -82.0 2 1 2 2 2 2 13 19 1 8 38 3/8 62.0 -62.0 2 2 2 3 2 3 14 19 1 8 50 5/8 62.0 -82.0 3 3 2 4 2 4 15 191 8 63 62.0 -82.0 3 3 2 5 2 5 18 191/8 72 82.0 -62.0 3 3 2 6 2 8 1/2 32 26 1/2 28 62.0 -62.0 2 1 2 2 2 2 1/2 33 26 1/2 38 3/8 62.0 -62.0 2 2 2 3 2 3 1/2 34 26 1/2 50 5/8 82.0 -62.0 3 3 2 4 2 4 1/2 35 26 1/2 63 62.0 -62.0 3 3 2 5 2 5 1/2 36 26 1/2 72 82.0 -62.0 3 3 2 6 2 6 - -- 32 26 62.0 -62.0 2 1 3 2 3 2 - -- 32 38 3/8 62.0 -62.0 2 2 3 3 3 3 - -- 32 50 5/8 62.0 -62.0 3 3 3 4 3 4 - -- 32 63 82.0 -62.0 3 3 3 5 3 5 - -- 32 72 62.0 -62.0 3 3 .3 6 3 6 22 37 26 62.0 -62.0 2 1 3 2 3 2 23 37 38 3/8 62.0 -61.3 2 2 3 3 3 3 33 37 50 5/8 62.0 -61.3 3 3 3 4 3 4 25 37 83 62.0 -61.3 3 3 3 5 3 5 28 37 72 62.0 -61.3 3 3 3 6 3 6 TABLE 40 6: • OTHER CONFIGURATIONS MAX. F.W. (SEE TABLE #5) (SEE TABLE #6) NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS NOTE -SEE ANCHOR NOTES ON SHEET 8 OF 11 INSTALLATION GLAZING: Ill' GLASSLAM 2.728' SILL HEIGHT, (ELC01 FASTENER CHART /HARDWARE (XX CONFIGURATION) SAFETY -PLUS ANNEALED LAMINATED.BASED ON TEST REPORT NO.: ATL 0806.01 -02 WATER RESISTANCE TEST: 12.00 PSF BASED ON TEST REPORT FTL 2770 /4 °0 OR 5/16 °0 TAPCONS IN 2500 /3000 PSI CONCRETE SUBSTRATE) (USING 1/4 °0 TAPCON) (USING 5/16 °0 TAPCON) CONFIGURATION XX REQUIRED HARDWARE PER OPERABLE VENT , 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS 2500 PSI CONCRETE / HOLLOW BLOCK REQUIRED ANCHORS PRODUCT CODE FR. WIDTH (in) FR. HEIGHT (in) HINGES (QTY.) LOCKS (QTY.) POSITIVE ( +) NEGATIVE (-) MEETING (QTY.) HEAD/SILL (QTY.) EACH JAMB (QTY.) POSR1VE ( +) NEGATIVE (-) MEETING (QTY.) HEAD/SILL (QTY.) EACH JAMB (QTY.) 22 37 26 2 1 62.0 -62.0 2 2 2 82.0 -62.0 2 2 2 23 37 38 3 8 2 2 62.0 -62.0 2 2 3 62.0 -82.0 2 2 3 24 37 50 5 8 3 3 62.0 -62.0 2 2 4 62.0 -62.0 2 2 4 25 37 63 3 3 62.0 -62.0 4 2 5 62.0 -62.0 2 2 5 26 37 72 3 3 62.0 -82.0 4 2 6 62.0 -62.0 2 2 6 ___ 48 26 2 1 62.0 -62.0 2 2 2 62.0 -62.0 2 2 2 -__ 48 38 3/8 2 2 62.0 -62.0 2 2 3 62.0 " -62.0 2 2 3 _ -_ 48 50 5/8 3 3 62.0 -62.0 4 2 4 82.0 -62.0 2 2 4 - -- 48 63 3 3 62.0 -62.0 4 2 5 62.0 -62.0 2 2 5 48 72 3 • 3 . 62.0 -82.0 4 2 8 62.0 -82.0 2 . 2 6 32 53 1/8 26 2 1 62.0 -62.0 2 2 2 62.0 -62.0 2 2 2 33 53 118 38 3/8 2 2 62.0 -62.0 2 2 3 62.0 -62.0 2 2 3 34 53 1/8 50 5/8 3 3 62.0 -82.0 4 2 4 82.0 -82.0 2 2 4 35 53 1/8 63 3 3 62.0 -62.0 4 2 5 62.0 -62.0 2 2 5 36 53 118 72 3 3 62.0 -62.0 • 4 • 2 6 62.0 -62.0 2 2 8 - -- 80 26 2 1 62.0 -62.0 2 2 2 62.0 -82.0 2 2 2 - -- 60 38 3/8 2 2 62.0 -82.0 4 2 3 62.0 -62.0 2 2 3 - -- 60 50 5/8 3 3 62.0 -82.0 4 2 4 62.0 -62.0 2 2 4 - -- 60 63 3 3 62.0 -62.0 4 2 5 62.0 -62.0 2 2 5 60 72 3 3 62.0 -62.0 4 2 6 62.0 -61.1 2 2 8' - -- 74 26 2 1 62.0 -62.0 2 4 2 62.0 -62.0 2 4 . 2 - -- 74 38 3/8 2 2 62.0 -55.4 4 4 3 62.0 -55.4 2 4 3 - -- 74 50 5/8 3 3 62.0 -55.4 4 4 4 62.0 -55.4 2 4 4 - -- 74 63 3 3 62.0 -55.4 4 4 5 62.0 -55.4 2 4 5 - -- 72 72 3 3 62.0 -54.2 4 4 6 62.0 -50.9 2 4 8 APProved as compbiguoth tile Fbirldk Wale dal Date Mud gi ;ft IT a •6 FLORIDA No.35688, CIVIL h t2 3/4" -- 3/8" " 2" 7/8' h— 2 5/8" 3/ (DRERIOR SIDE). #14 X 1 /FOUR TO SS. SMS. ) la 3/8' 1/2" t 1 1/2" (R SCIO 1 /8" --.-I 4" MULLION ANCHOR CLIP `TYPE Al' COWED To BE USED FOR PRECAST SIL WSTAUR1oN3) 5/8" Ail El 411 MULL #14 X 1/2° FH. SS. SMS. (FOUR TOTAL) 2 x 4 x 1/8 x 1 1/2° ALUMINUM ANGLE (A_)TOP AND BOTTOM, TYPI G 4 O 1/4 °0 TAPCON, 1 3/4" MIN. EMBED. INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE (FOUR TOTAL) 2 x 4 x 1/8 x 1 1/2" ALUMINUM ANGLE (AT TOP AND BOTTOM, TYPICAL) 1X P.T. WOOD BUCK (SEE NOTE BELOW) 1/4 °0 TAPCON, 1 3/4° MIN. EMBED. INTO CONCRETE AND 2 1/2 MIN. EDGE DISTANCE (FOUR TOTAL) INSTALLATION DETAIL t, (INTO CONC.) INSTALLATION DETAIL 0) (Ix THRU WOODBUCK) ITN (BOTTOM LOCATION SHOWN, AT TOP SIMILAR) (BOTTOM LOCATON SHOWN. AT 101. SMEAR) WOOD BUCK INSTALLATION NOTE; WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD (TYPICAL) ISOMETRIC VIEW t 3/4°1 I£ r- 2° .1. 1/8" s 1 5/16' 2 9/16° 2 9/16" 1 13/16° 3/8° 1 1 /B. ��-3 5/16' ^1� 5/16" I t 5/18° 5 1/2" 7/8° MULLION ANCHOR CUP `TYPE A5` (INTENDED 10 BE USED FOR FIX SURFACE DbTAUATIONS) MULL 14 x 1 2 FH. SS. SMS. ((FOUR TOTAL) 1/8 // 1r1111( LUMINUM /CUP (AT TOP AND r ui9 BOTTOM, TYPICAL( ND _tyro TAPCON, 1 3/4° M14. EMBED. DISTANCE JO TOTAL) RETE 1/2 MIN. EDGE • INSTALLATION DETAIL (INTO CONC.) (BOTTOM LOCATION SNCWM. AT TOP SWAM 14 x 1/2" F1. SS. SMS. FOUR TOTAL) 2x35/16 *x1 8x51/2° ALUMINUM CUP (AT TOP AND BOTTOM, TYPICAL) a. a N�/p18 0 TAPCON, 1 3/4° 14. EMBED. IDISTAN E WOATTOOTAL)1 %2 MIN. EDG • I RU wOODBU KL f (BOTTOM LOCATION SHOWN, AT 1131. SMEAR) WOOD BLT'?( INSTALLATON NOTE: WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD (TYPICAL) 1X P.T. WOOD BUCK (SEE NOTE BELOW), ISOMETRIC VIEW FLORIDA No.35686, CA/IL 8 �o 0 a 5 3: 0 0 Z 2 MISSILE IMPACT) I I 1 1 SHEET 10 OF 11 l L� ug 2.000° 125° -� 1.125 "I 5 J 000e . : He .-,i Kai .041° 210° f I 220" .173" 3.646° 834" _ = C LL % FRAME HEAD / SO /O n N BB -.-I 1.375" X Z i 0 t� �9 g -+{ 37524 MEETING I I .938° tom- (TM-102) RAIL O f 125° "+ .375° TM-82 ITEM@ 3" STRUCTURAL MULLION . A ITEM (.3 3 x 1 3/8° CHEVRON 1- N .780° + - r 125° 1.000° /�� . 000. • SERIES 515 ALUMINUM OUTSWING CASEMENT WINDOW (LARGE MISSILE IMPACT) //> N Ij. a '1 0, ul N 49 I CASEMENT 37521 INTERIOR HINGE I1.739" GW 37526 VENT TOP, +- ,.689° ITEM V BOTTOM AND ° 500 G o SIDE STIES GW 37522 CASEMENT EXTERIOR HINGE - 1.000" _E .062" ITEM 30 3 x 1" CHEVRON 11111;. [Th SW 27713 CORNER KEY 1 .888° 0004 082" : N .... ITEM ® 1/2° ` TUBULAR x 1/2° x .062" THK. GLAZING STOP I.LI4 ,k ITEM 0 3 x 11/16" CHEVRON slim ii OF 11 FLORIDA No.35686. CML M1AMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 R.C. Aluminum Industries, Inc. 2805 NW 75th Ave. Miami, FL 33122 SCOPE: This NOA is being issued wider 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 Aluminum Tube Mullion APPROVAL DOCUMENT: Drawing No. M04 -05, titled "Aluminum Tube Mullions," sheets 1 through 7 of 7, prepared by AL- Farooq Corporation, dated 05/02/04 revision "A" dated 07 /13/04; signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1, 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 ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M04 -05, titled "Aluminum Tube Mullions," Sheets 1 through 7 of 7, prepared by AL- Farooq Corporation, dated 05/02/04 revision "A" dated 07/13/04, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) 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 16a', 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. O'1 11 R 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) Aled ' /Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 04- 0608.05 Expiration Date: August 12, 2009 Approval Date: August 12, 2004 E -1 (sheet 1 of 7 ) THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT RECTANGULAR ALUMINUM TUBE MULLJON$ USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BIJ LOMO CODE. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCASLE BUILDING CODE REQUIREMENTS I.E WIND LOAD. WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHAD. BE AS USTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT 10 BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDTIIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL ALL CONCRETE STRUCTURE TO BE 3000 PSI MIN. STRENGTH. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP a USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MUWON SIZE WITH .; 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET B THEW 7 AND ANCHOR CHARTS S 5 ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING p: p,.itGi I a" ,{ F JUL 1 5 2004 wane N U 2 MINUM TUB drawing no. M04-05 1 X 3 STD. MULUON 6063 -T6 4.000 --123 1 X 4 STD. MULLION 6083 -T6 4400 2 X 4 STD. MULLIQN 6083 -T8 4.500 490 1 1 -1/2 X 4-1/2 CUSTOM MULLION 6063 -T6 -f125 2 X 6 STD. MULLION 6003 -T8 .125 6.000 2 X 6 HEAVY MULUON 8083 -T8 .230 2000 .125 2-000 1 -3/4' NOJ. FOR 3• TUBES 2 -3/4' MOJ. ALL OTHERS ANGLE CLIP 6083 -T6 .730 3.300 MULLION CUP 6063 -T6 --- 1.730 -- 2.125 3.500 MULLION CUP 6083 -TB Eipn OR. KULTAYOUN FAR000 STRUCTURES FLA. PEI 1 C.A N. '3338 MIL 152004 5 zE U g< Zigiom � N UMINUM TUBE M 1 drawing no. M04-05 sheet of DESIGN LOAD CAPACITY - P8F (TUBE MULLIONS) 329I014 LOAD CAPACITY - PS7 (TUBE MULLIONS) W D I D O W DIMS. 1 % 8 STD. 1 % 4 STD. 2 % 4 STD. 1 -1/2 4-1//2 CUSTOM 2 % 8 STD. 2 % 0 HEAVY W H 4 D O W DIM9. 1% 8 STD. 1% 4 STD. 2% 4 STD. 1 -1/2 4-1 8 CUSTOM 2 2 8 STD. 2 2 8 HEAVY 0807H (W) MULL SPAN 110TH (9) 1551 SPAN 19 -1/8' 26 -1/2' 30" 37" 42" 48' 54" 60" 08" 72" 38 -3/8" 150.0 180.0 150.0 180.0 160.0 150.0 19 -1/8' 28 -1/2' 30' 37" 42' 45' 54' 60" 68" 72" 74 -1/4' 74.8 150.0 150.0 1500 150.0 150.0 1500 1500 150.0 180.0 150.0 150.0 53.5 115.4 180.0 150.0 1500 1000 150.0 1500 150.0 180.0 1800 160.0 47.8 101.9 148.9 150.0 150.0 1510 150.0 1500 150.0 150.0 180.0 150.0 38.8 62.8 120.7 1500 180.0 150.0 150.0 180.0 160.0 150.0 150.0 1800 33.9 72.8 109.4 1500 150.0 180.0 150.0 1500 150.0 1500 150.0 150.0 28.7 83.7 93.1 150.0 150.0 150.0 150.0 150.0 1500 160.0 150.0 1500 26.4 58.8 82.7 150.0 150.0 150.0 1 150.0 150.0 150.0 150.0 150.0 150.0 23.8 510 74.4 150.0 1500 150.0 , 140.9 180.0 150.0 160.0 150.0 150.0 21.6 483 I 87.7 1500 150.0 150.0 129.2 150.0 150.0 150.0 150.0 150.0 - 42.5 820 138.8 150.0 1510 19 -1/8" 26 -1/2' 30" 37" 42' 48' 54" 50° 66" 72" 80 -6/8" 150.0 1500 1600 180.0 1500 160.0 19 -1 /6" 26 -1/2' 30" 37" 42" 48" 54" 60' 85" 72" 84" 51.8 110.4 150.0 1800 150.0 1500 180.0 1500 1500 150.0 150.0 150.0 37.2 79.7 118.4 150.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 32.8 70.4 102.8 1590 150.0 150.0 121.6 1500 1500 150.0 150.0 1500 28.6 57.1 63.4 1500 150.0 1500 107.1 15100 150.0 1500 150.0 180.0 23.4 50.3 73.6 180.0 180.0 180.0 93.7 1500 150.0 1504 1500 1500 20.5 44.0 64.3 143.8 150.0 1500 83.3 150.0 180.0 150.0 150.0 150.0 - 394 57.1 127.8 150.0 150.0 710 143.1 150.0 150.0 150.0 150.0 - 36.2 51.4 115.0 1409 1500 682 130,1 16110 150.0 1500 1500 - 32.0 48.7 104.8 128.0 150.0 62.5 1184 150.0 150.0 1500 150.0 - 29.3 42.8 95.9 1173 1500 19 -1/8' 28 -1/2' 30' 37' 42" 48' 84' 80" 88' 72' 80' 141.3 1500 150.0 1500 150.0 150.0 19-1/8' 28 -1/2' 30" 37' 42" 48' 54" 80° 88° 72" 98° 34.8 74.0 108.1 1500 1500 1590 1020 1610 1500 150.0 180.0 150.0 24.9 53.4 78.0 1500 1510 150.0 90.1 1500 160.0 150.0 150.0 160.0 22.0 472 88.9 150.0 150.0 150.0 73.0 150.0 180.0 1510 150.0 160.0 - 382 559 125.0 1500 150.0 64.3 1350 1500 159.0 150.0 1510 - 33.7 49.2 110.1 1389 1500 58.3 120.7 150.0 180.0 1500 150.0 - 29.8 43.1 98.3 1117 150.0 510 1073 1500 110.0 150.0 1510 - 28.2 313 86.8 1014 150.0 410 96.6 141.1 150.0 180.0 150.0 - 23.6 34.4 771 959 150.0 409 87.8 128.3 1500 150.0 1500 - 21.4 31.3 70.1 87.1 1500 37.5 50.5 117.6 150.0 150.0 1500 - - 28.7 64.2 799 14418 19 -1/8° 26.1/2" 39' 37" 42° 48" 54" 80" 88' 72" 83" 1221 1590 1500 150.0 1510 150.0 19 -1/8' 26 -1/2' 30" 37' 42" 48' 54" 80' 88" 72° 108' . 24.2 51.9 759 1500 1500 1590 884 1600 150.0 150.0 1600 1500 - 37.6 54.8 122.8 150.0 150.0 779 1500 150.0 150.0 150.0 1500 - 33.1 414 1053 1343 150.0 63.1 138.3 1509 1800 150.0 150.0 - 28.9 39.2 87.8 109.1 150.0 56.8 1192 1500 150.0 1500 150.0 - 23.7 34.8 77.3 98.1 150.0 45.6 104.3 1500 180.0 150.0 150.0 - 20.7 30.2 87.7 84.1 1500 432 927 135.4 1500 150.0 1500 - - 259 59.1 74.7 137.3 369 83.4 1219 1500 150.0 1500 - - 243 84.1 87.3 123.8 35.4 78.8 110.8 150.0 150.0 1590 - - 220 492 81.2 1123 32.4 69.5 101.8 1500 180.0 1500 - - 20.2 45.1 58.1 103.0 JSISEL MONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (9Y) MULL SPAN 1 % 2 STD. 1 % 4 STD. 2 % 4 STD. 0 -1/2 4u-s11011 2%8 STD. 2 %8 HEAVY 19 -1/8' 26 -1/2" 3o" 37" 42° 48" 54" 60' 68" 72" 120" 37.9 58.3 123.8 150.0 150.0 27.3 39.9 89.3 111.0 150.0 24.1 35.3 78.9 98.1 150.0 28.8 84.0 79.5 146.1 28.2 66.4 70.1 125.7 22.0 49.3 81.3 112.6 43.8 54.5 100.1 39.5 49.0 90.1 35.9 44.6 81.9 40.9 75.1 19 -1/6" 29 -1/2° 30' 37' 42' 48" 54 80" 88° 72" 132" 284 41.8 93.0 115.6 150.0 20.5 30.0 67.1 83,4 1500 28.8 59.3 73.7 135.4 21.5 48.1 59.8 109.8 42.4 52.8 98.7 37.1 48.1 84.8 32.9 40.9 75.2 29.8 38.8 87.7 27.0 33.5 81.5 24.7 30.7 58.4 19 -1 /6" 28 -1/2' 30' 3r 42" 48' 54' 80" 88' 72' 144" 21.9 32.0 71.8 89.0 150.0 23.1 51.7 84.3 .1180 20.4 45.7 56.5 104.3 37.0 46.0 84.5 32.8 40.5 74.5 28.8 35.5 85.2 25.4 31.5 57.9 22.8 28.4 52.1 20.8 26.8 47.4 23.7 43.4 ARCHES 10 9E 2/5161853 ONSIDE RECTANGULAR SHAPE GIAZNO PRODUCT vERTICAL MULU N PRODUCT 0 W1 W2 TYPICAL MULLION ARRANGEMENT WIDTH (W) m 19-12 t W2 2 20920NIAL MULLION MULLION SPAN pign SE Humgeo4N FAR000 3538 JUL 15 2004 8 *ag W4? MINUM TUBE (i 2 2 • z N 0 Z u 1 0 042 Sheet 3 of 0162910 PRODUCT OWING PRODUCT MULLION SPAN pign SE Humgeo4N FAR000 3538 JUL 15 2004 8 *ag W4? MINUM TUBE (i 2 2 • z N 0 Z u 1 0 042 Sheet 3 of DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 B2 B4 18 -1/8' 28 -1/2' 30' s7• 42" 48" 54` 80' 68' 72• 36 -3/8" 150.0 150.0 150.0 150.0 135.4 150.0 180.0 180.0 119.6 150.0 150.0 150,0 97.0 150.0 150.0 150.0 85.4 150.0 150.0 180.0 74.7 149.5 150.0 150.0 88.4 132.9 147.6 150.0 59.8 119.6 1329 150.0 54.4 108.7 120.8 150.0 49.8 99.8 110.7 150.0 18 -1/8° 28 -1/2' 30' 37' 42' 48° 54' 80' 68" 72' 5D -5/8" 142.2 150.0 150.0 150.0 102.8 150.0 150.0 150.0 90.8 150.0 150.0 150.0 73.5 147.0 150.0 150.0 64.7 129.5 1439 150.0 56.7 113.3 125.9 150.0 50.4 100.7 111.9 150.0 45.3 90.8 1003 150.0 41.2 82.4 81.5 150.0 37.8 75.5 83.9 150.0 19 -1/8' 28 -1/2' 30" 37' 42' 46" 54° 80" 68" 72° 60" 120.0 150.0 150.0 150.0 86.8 150.0 150.0 150.0 76.5 150.0 150.0 150.0 62.0 124.0 137.8 150.0 54.5 109.3 121.4 150.0 47.8 95.6 1062 150.0 423 85.0 94.4 150.0 38.2 78.5 85.0 150.0 34.8 89.5 77.2 150.0 31.9 63.7 70.8 141.6 19 -1/8' 26 -1/2' 30" 37' 42° 48" 54' 60" 68' 72' 63" 114.3 150.0 150.0 150.0 92.5 150.0 150.0 150.0 729 145.7 150.0 150.0 59.1 118.1 131.2 150.0 52.0 104.1 115.8 180.0 45.5 91.0 101.1 150.0 40.5 80.9 899 150.0 38.4 72.6 809 160.0 33.1 66.2 73.6 147.1 30.3 80.7 87.4 134.9 DESIGN LOAD CAPACITY - PS7 WINDOW DIMS. ANCHORS TYPE MULL SPAN A2 A4 B2 134 19 -1/8' 28 -1/2' 30' 37" 42" 48' 54" 80 68' 72' 74 -1/4' 98.9 150.0 150.0 15.0 70.0 139.9 150.0 150.0 61.8 123.6 137.3 150.0 50.1 100.2 111.3 150.0 44.1 88.3 98.1 150.0 38.8 77.3 85.8 150.0 34.3 68.7 783 150.0 30.9 81.8 88.7 137.3 28.1 56.2 82.4 124.8 25.8 51.5 57.2 114.4 19 -1/8' 26 -1/2" 30" 37° 42" 48' 54' 60" 88° 7Y 84" 85.7 150.0 150.0 150.0 81.6 123.7 137.4 150.0 54.6 109.3 121.4 150.0 44.3 88.8 98.4 150.0 39.0 78.0 88.7 150.0 34.1 883 75.9 150.0 30.3 80.7 87.4 134.9 27.3 54.6 60.7 121.4 24.8 49.7 55.2 110.3 22.9 45.5 50.6 101.1 19 -1/8" 28 -1/2' 30' 37' 42" 48' 54' 60" 68• 72' 90" 75.0 150.0 150.0 150.0 34.1 108.2 1202 150.0 47.8 95.6 . 106.2 150.0 389 77.5 88.1 150.0 34.1 683 75.9 150.0 29.9 59.8 68.4 1329 28.8 53.1 59.0 118.0 23.9 479 83.1 108.2 21.7 43.5 48.3 98.5 19.9 38.8 44.3 88.5 19 -1/8" 26 -1/2' 30' 37" 42' 48' 54' 80° 66" 72" 108" 86.8 133.3 148.1 150.0 48.1 992 108.9 150.0 42.5 85.0 94.4 150.0 34.5 88.9 76.5 150.0 30.3 80.7 87.4 134.9 26.6 53.1 59.0 118.0 23.8 47.2 52.4 104.9 21.2 42.8 47.2 94.4 38.6 42.9 888 35.4 39.3 78.7 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. •FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 B2 B4 19 -1/8• 28 -1/2' 30' 37° 42• 48' 54" 80' 68' 72' 120' 80.0 120.0 133.3 150.0 43.3 86.8 96.2 150.0 38.2 78.5 85.0 150.0 31.0 82.0 88.9 137.8 27.3 54.8 00.7 121.4 23.9 47.8 53.1 108.2 21.2 42.5 47.2 94.4 42.5 85.0 34.8 38.8 77.2 31.9 35.4 70.8 19 -1/8" 26 -1/2' 30* 37' 42' 48" 54• 60" 86" 72' 132' 54.5 109.1 121.2 150.0 39.4 78.7 87.4 150.0 34.8 69.5 77.2 180.0 282 56.4 82.6 1282 24.8 49.7 55.2 110.3 21.7 43.5 483 96.5 38.8 42.9 85.8 34.8 38.8 77.2 31.8 35.1 70.2 29.0 322 84.4 19 -1/8" 25 -1/2" 30' 37' 42' 48" 54' 60' 68' 72' 144' 50.0 100.0 111.1 150.0 36.1 72.2 80.2 150.0 31.8 63.7 70.8 141.6 25.8 517 57.4 114.8 22.8 45.5 50.6 101.1 19.9 39.8 44.3 88.5 35.4 319 29.0 26.8 39.3 35.4 322 29.5 TYPICAL MUL11ON ARRAN EMEN'TS WIDTH (W) = 007 z + W2 78.7 70.8 84.4 59.0 APPrvred as DAMS • NOM al!ri's11( ANCHOR MATIN0 PRODUCT 0.82189 PRODUCT MULLION SPAN 9rra.clu w $_18 JUL 15 2004 0 g Ug o l 1 [drawing no. M04-05 (sheet 401 7 1 -1/2" MIN. EDGE DIST. 1/4° HILT! KN1K CON D 1 -1/4° MN. EMBED INTO MASONRY 2 PER CUP (1 014 EACH YONG) it .�� -i 1/4' HILTI KWIC CON D 1 -1/4" MIN. EMBED INTO MASONRY 1 PER ANGLE 1° MIN. EDGE DIST. WOOD BUCK( 11141111411 !1!!! FLOATING CLIP 14 BUS 2 ANGLE 1-3/4" 0.0. MIN. 1/4' HU.TI KWU( CON U 1 -1/2' MIN. WOOD PENETRATION 2 PER CUP (1 014 EACH WING) 0 pro-ow;ir. 17E1= 2BY WOOD BUCK OR WOOD STRUCTURE 1 1/2" MIN. EDGE DIST. ALTERNATE ANCHOR LCCATION MULLION CLIP !! 611! I I 1/4' HIS KWU( CON U 1 -1 /2' MN. WOOD PENETRATION 1 PER ANGLE 2% 2,4648° ALUM P1.11W-g°0 FLOATING CUP 14 SMS 2 PER ANGLE 1 -3/4" 0.C. MIN. ANCHORS TYPE 'A2' II !! u U 1 I I I I 1 2 X2X 1 8" ALUM • 1 -1/2" MIN 1/4° HILT1 KWU( CON U 1 -1/4' MN. EMBED NTO MASONRY 2 1/4' 4 PER CUP (2 ON EACH WING) MN. 1/4° HRTI KWIC CON I 1 -1/4' MIN. EMBED INTO MASONRY 2 PER ANGLE 1° EDGE DIST. 1' MIN. WOOD BUC C MiriorA FLOATING CUP !! 2% 2,'0" Li u ALUM I I 14 SUS 2 PER ANGLE 1 -3/4' 0.0. MN. FOR 3" TUB 2 -3/4" 0.0. MN. FOR ALL OTHER TUBES 1/4" HIL71 KWU( CON 11 1 -1/2' MIN. WOOD PENETRATION 4 PER CUP (2 ON EACH WING) ei11 pworzits ALL CUPS TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY 8E HEX OR FLAT HEAD. 28Y WOOD BUCK W000 STRUCTURE 1/4' HETI KWIK CON U 1 -1/2' MN. WOOD PENETRATION 2 PER ANGLE FLOATING CUP #14 BUS 2 PER ANGLE 1 -3/4' O.C. MIN. FOR 3" TUBE 2 -3/4° 0.0. MN. FOR ALL OTHER TUBES ANCHORS TYPE 'A4' _2 X 2 X 18" ALUM Approttd a umpiring wtffi tiro Florida • Dato 7tL.° NOAH P;iil- Mlmi ,... Cer4at Dicbis i A E'pn DR. HUMAYOUN EAR000 F C teael JUL gum I drawing no. L M04 -05 sheet Sot 7 2 -1 /r MIN. 1/4' HiU1 KWIX CON II 1-3/4' MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WINO) HILTI KWIK CON n 1 -3/4" MN. EMBED 1 .A M PER ANGLE 1 -1/2° MIN. 1/4° HILTI KWK CON 1 1 -3/4" MIN. USED INTO MASONRY 2 1/4• 4 PER CUP (2 ON EACH WANG) MIN. 1/4" HILTI KWIK CON 11 1 -3/4" MN. EMBED INTO MASONRY 2 PER ANGLE MASONRY OR CONCRETE FLOATING CUP 2 X 2 X 1/8" ALUM ANGLE MASONRY OR CONCRETE #14 SMS 2 PPP ANGLE 1 -3/4" 0.C. MN. FOR 3' TUBE 2 -3/4' 0.0. MIN. FOR ALL OTHER TUBES FLOATING CUP 11114 SMS 2 PIM ANGLE 1 -3/4" 0.C. MIN. FOR 3" TUBE 2 -3/4" 0.0. MIN. FOR ALL OTHER TUBES 2 X 2 X 1 8 ALUM • 2 -1/2° MIN. EDGE DIST. 1/4° HILTI KEN CON II 1 -3/4" MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WINO) EDGE DIST. 1/4• HILTI KR1K CON n 1 -3/4" MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) MASONRY OR CONCRETE TE ANCHORS TYPE 'B4' Approved ss cam** with the aft AIKE • NOAG • 'IRiC•!;FA /1 f—+ Ett-0-8t, rFilYOUN 1 . JUL 1 5 2004 AU. CUPS TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. ALTERNATE ANCHOR LOCATION MULLION CLIP ANCHORS TYPE 'B2' CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU- RESISTANT COATRJGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYUDE UV:QUER. 1 4 dYawln9 no M04 -05 ANCHORS TYPE 'B4' TUBES WY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSELBLY 910 PH SNS 3 PER cup 1° O.C. MIN. 1 -3/4 X 2" X 1 /8' (FOR 23Y 3/4° X 2° X 1/8° FOR (1B 17L1 ALUM CUT 10 FIT SNUO INSIDE TUBE drawing . no. M04 -05