Loading...
WS-09-1208 Miami Shores Village r, rQ 0 , 00 . e 10050 N.E. 2nd Avenue� Miami Shores, FL 33138 -0000 ��1 �o , Repta� , Phone: (305)795 -2204 Expiration: 013101 Project Address Parc Numb Applicant 1151 101 Street 1132050190210 CARLTON RAMKISSOON Miami Shores, FL Block: Lot: Owner Information Address _ µ Phone Cell CARLTON RAMKISSOON 1151 NE 101 STi MIAMI SHORES FL 33138 -2606 Contractor(s) Phone Cell Phone Valuation: $ 6,000.00 HOME OWNER Total Sq Feet: 0 Type of Work: WINDOWS For inspections please call: No of Openings: 10 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $3.60 WS -7 -09 -35422 $ 229.80 $ 50.00 Education Surcharge $1.20 ,, +� -ii Notary Fee $5.00 WS - 7 - 09 - 35422 $ 229.80 $ 229.80 $ 0,00 Permit Fee $200.00 Scanning Fee $15.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $5.00 Total: $229.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. August 11, 2009 Authorized Signature: Owner / Applicant ! !'Xotractor I Agent Date Building Department Cop Auqust 11, 2009 gj u l°l Miami Shores Village D MCM ETM I Mcs5A„4 Buildin g Department artment JUL 2 u 2009 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 By Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building R fing Owner's Name (Fee Simple Titleholder) _ Phone # Owner's Address / .-/ /' 7- City Y ""_ 5 — State Zip ✓ / Tenant/Lessee Name Phone # \ Job Address (where the work is being done) 161 4o 4 s� City Miami Shores Village County Miami -Dade Zip 331y� FOLIO / PARCEL # Is Building Historically Designated YES NO _ Contractor's Company Name %' ems/ owww 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 $ U 1.0 Square / Linear Footage Of Work: - Type of Work: ❑ dition ❑Alteration ❑New,�j Pd Repair/Replace ❑ Demolition Describe Work r d Submittal Fee $ Permit Fee CCF Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -4 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 WYM YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. i Signature signature Owner or Agent Contractor The fgo g instrume was owl ged befo a me this The foregoing instrument was acknowledged before me this day o1 , 20v� by 1 0 � day of . 20 _, by who is rson ly known to me or who has produced who is personally known to me or who has produced M - 3 �ntification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC:o NOTARY PUBLIC: In E SQ. �+� tid Sign: �'� ° ��A' ro.v� Sign: IS VY Print o�, �� Print: Ve My Commission Expires: My Commission Expires: t$$ e> detlt$ t$ a> ja$ tgnk�e> sa> TatIttg$ c> letk$ tdt �k��% k�k��'> Ei'$ �' �k�k�k�ktk�k�lttk +k�k�k3��k$��k�k�'�k$tdttk�lt �ktk��k�t�k�k�k�k�k�k�k�k�k�k�k�k�k�k�' �k' �k$ ��k$ �A�' �k�k^ k�tk�k�k�t�k�k$' tk�k�It�k�ktk� ".$�'$��k��$��tk'ktk APPLICATION APPROVED BY: C Plans Examiner Engineer Zoning (Revised 07 /10107) This Instr ent Pr pared By: c� Name �O/v Permit No. Tax Folio No. m NOTICE OF COMMENCEMENT STATE OF Di�tCJ� COUNTY OF ®� U. THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with + LLt Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 1. Description of property: (I gal description of property, and street address It available) �-+ 2. General description of imp oveme wiiiiiiiii /�F�� yea •37 F- ej Yp - 9,0, w �S0&fJ , - , 3.OwnerTntormation � //Y�O/ y?� q a. me and address: / r'a'' -,' C.;' b. Intorest in property: _:° d cow•- U_ c. Name and address of fee simple titleholder (if other than owner): C3 Ce C. � 4. Contractor: �,�G� !'y19�1�r� tCOG/y /C� S� C"4 Ca .mot a. Name and address: /� ,�� IO! Q�d/ , ��j!/df1"i ✓�HO�BS �s 3 $/ a O7 , b. Phone number: / /J��f' C-4 " 5. Surety tr i` r-r a. Name and address: La b. Amount of bond $ $� W r� W c. Phone number: t`a A > a-•• 6. Lender U Ce 07 a. Name and address: b. Phone number. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number: s 8. In addition to himself, Owner designates the following person(a) to receive a copy of the Llenoes Notlee as provided In Section Z13.13(i)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date Is speclfied) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF POMMENCEMENT. Signature of Owner or Owner's Authorized OMcerlDlrector Partner /Manager Signatory's / a V u e s acknowledged before me this 4- of y ar)by ffijjtW (name of person) as (type of authority, ...e.g. officer, trustee, attorney in fact) for (name of party on f behalf of whom Instrument was executed). �l?Y y'tJ$) :C•STATE OF FLORIDA Signa re of No Public -Stat e f Florida („ la,�,1a v �:ubulOs Print, ype, or Stamp Commissione Name of Notary Public cammb&u 1 #DD717923 Commission Number SE', 23, 2011 HONDrnTHRg ATLaMg ISMINGC114INC. Personally Known _ or Produced Identi icatlont Verification Pursuant to Section 92,526. Florida Statutes Under penalties of perjury, 1 de that I have read thi) foregoing and that the facts stated In it are true to the best' of my TATF_ OF FLORIDA, COUN1MQ9 Q% belief. �o , coua,. 1 i "EPEEY C r%T1F thef fr1!s i . y o: wile , r r ?ririn:,l. +tell ��� Signature of Natural Person Signing Above Virl f rVESS . it ^d card OG HAfiVEY CL of n `t i;' ounr Cu:rrts 7. g _ S.C. VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT i NAME: ,P'A�— .� /.0 DATE: ADDRESS: 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 residbnce. 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 violdtion 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 er municipal licensing ordinances. Any person working on your building who is not licensed mast 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' pompensation 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 Myself. Initial 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstatement of the permit., Initial 3, 1 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 k 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial 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 4 attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are requited 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 wrorig doing from this unlicensed company or person. Initial _ 7. I understand that if any person gets injured on my construction projcct they are entitled to workmen's compensation. - And it 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 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. Initial Was acknowledged before me this day of , 2 BY �i�S who was personally known tome. or who has Produced there License or - 1' 3as identification. _ A OWNER NOTARY C 23 p'R Mi ami Shores Village Building Department LO=RCp° 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 • Fax, (305)756 -8972 RECEIPT PERMIT :_ J��� DATE: o Contractor wr6wner ❑ Architect Picked up 2 sets of plans and (other) Address: //3 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: WA PERMIT CLEARK INITIAL: �--- RESUBMITTED DATE: PERMIT CLEARK INITIAL: ♦`' M iami shores V illage a P�- ORION M Building Department 10050 N.E.2nd Avenue L,� Miami Shores, Florida 33138 �LURIDA Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -/, Or Job Name: 2009 Page 1 of 1 �oC.J Building Critique Sheet _ Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP 140373 Permit Nu WS -7 -09 -1208 Scheduled Inspection Date: April 13, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: RAMKISSOON, CARLTON Work Classification: Window /Door Replacement Job Address: 1151 NE 101 Street Miami Shores, FL Phone Number Parcel Number 113205019021 Project: <NONE> Contractor: HOME OWNER Building Department Comments Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 119843. NO MULLION BRKTS INSTALLED WINDOW BOTTOM TRACK SCREWS MISSING SEALING JR 12/10/09 Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 12, 2010 For Inspections please call: (305)762 -4949 Page 14 of 17 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 119843 Permit Number: WS -7 -09 -1208 Scheduled Inspection Date: December 10, 2009 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: RAMKISSOON, CARLTON Work Classification: Window /Door Replacement Job Address: 1151 NE 101 Street Miami Shores, FL Phone Number Parcel Number 113205019021 Project: <NONE> Contractor: HOME OWNER Building Department Comments Inspector Comments Passed �!D 1-_-3,ek7 Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 09, 2009 For Inspections please call: (305)762 -4949 Page 3 of 34 WAeNE PERR '� ARCHITECTU E PHHO : (954) 427 -108.9 EWER ❑ MMSE AND RESUMW ` ❑ REJECTED ❑ FURNISH AS CORRECTED Corrections or 0 9mments made on the shop drawings during dins review do not relieve contractors or subcontractors from com- M IAM I -MADE gilance with requirements .4 *-a drawings and speciflostions. Thin check is only for review of genwrwi rrwifois'nnnce with t- � ''il - _ concept of the project and goneral co mplS=X Ul Y, FLORIDA tion given in the contrac+ tocumortw. Th',N � R BUILDING Bible for confirming nd correlatin ^ a � it ua t n i BUILDING CODE COMPLIANCE OFFICE (BC g fabrlcailon processes asitd�te E , SUITE 1603 PRODUCT CONTROL DIVISION aoordinating his work with that o4 all other trades; ia44ffa F'LOR1 A33130-1563 Ming his workAA safe and sa�ft ry 375 - 2901 � FAX 305) 375 - 2908 NOTICE OF ACCEPTANCE (N °"� il$ijqw5deonline.com TRACO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, P.A. 16066 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). 0 0 0 0 This NOA shall not be valid after the expiration date stated below. The Miami -Dade (WouniiyProduct Ebntrol • • • • ; • Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade RR KeservC•thr,� itzlit '. to have this product or material tested for quality assurance purposes. If this p `y to " "' • perform in the accepted manner, the manufacturer will incur the expense of suc d e A ay :....: immediately revoke, modify, or suspend the use of such product or material withi j rid''' ol. RA • reserves the right to revoke this acceptance, if it is determined by Miami -Dade P ` u ct• Vol • •; • • • Division that this product or material fails to meet the requirements of the applic :1 c , • • • • • .. This product is approved as described herein, and has been designed to comply - i i e mcludin the Hi elocity Hurricane Zone. ., ...... DESCRIPTION: Series 140 (540) ummum Single Hung in ow - L.M.I. • - ''AP AL DOUUMENT: Drawing No. W01-71, tit e mpac Si mind • sheets 1 through 5 of 5, dated 10/19/01, with revision C dated 05/04/06 prepared by AI- Farooq Corpora ft, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as 'an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPEC'T'ION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA 9 01- 1115.07 and consists of this page I and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 06- 0118.02 _ Expiration Date: January 10, 2012 Approval Date: January 11, 2007 Page 1 TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections. 2. Drawing No W01 -71, Sheets 1 through 5 of 5, titled "Coastal 140 /540 Impact Single Hung Window ", dated 10/19/01 with revision C dated 05/04/06, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 • : 000 • 5) Cyclic Wind Pressure Loading per FBC, TAS 29 .. • • • 03'4 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 2.94- • • • • • •' • along with marked -up drawings and installation diagram of an alarrrinatn single 12ung :....: window, prepared by Fenestration Testing Laboratory, Inc., Test Wren No. liTJ. +• 2285, dated 03/26/99, signed and sealed by Gilbert Diamond, P.E. „ •;..' "Submitted under NOA# 01 -1 d 25.07” ' C. CALCULATIONS • 1. Revised Anchor Calculations and structural analysis, complying with F*BC-20b4, • • •, prepared by Traco Security Windows, dated 05/08/06, signed and sealed by ' Humayoun Farooq, P.E. Complies with ASTM E- 1300 -98 D. QUALITY ASSURANCE 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 "Sentry Glass Plus" dated 01/17/02, expiring on 01/14/07. 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/ Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. F. STATEMENTS 1. Statement letter of no financial interest, dated 10115105, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of compliance, dated 10115105, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 01- 1115.07, issued to TRACO Security Windows & Doors, Inc., for their Series 140(540) Aluminum Single Hung Window L I., approved on 01/10/02 and expiring on 01/10/07. Man ez, P.E. Product Co trol aminer N ®A 6-0118.02 Expiration Date: January 10, 2012 Approval Date: January 11, 2007 E -1 ' ` 5 54 1/4" MAX. F , -____. WINDOW WIDTH d Z DESIGN LOAD CAPACITY - PSF y,) 49" MAX. o EQUAL GLAS HEIGHT V j ..,.___.---------- .__ OP o _ _ 0.L. G. Q m WINDOW DIMS. _.__Z ..._. •_ GLASS 'TYPE 'A' I CLASS TYPE 'B o rn HEAD /SILL CORNERS a WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. N a 90.o 106.0 90.0 106.0 NOTE: Z o --- GLASS CAPACITIES ON THIS SHEET ARE O0 a a - �_- -- - - -- -- _-- -- 26 - i /2" 2fi 90.0 60 90.0 106.0 E.. v 90.0 0 90.6 os.o BASED ON ASTM E1300 -98 (60 SEC. WIND) 53-1 /8" 90.0 106.0 90.0 106.0 O a Q a )19 -1 /.' 90.0 106.0 90.0 106.0 a a � �' 26 -1/2" 3&-3/8" 90.0 106.0 90.0 106.0 5 /ifi "�O,G2/7 /16 I 37" (3) 90.0 706.0 90.0 106.0 o LAM. ,CLAs /"`". "' 53 -7/8' 90.0 106.0 90.0 106.0 a y n / 6_1/2•• 19 -7 8" 90.0 106.0 90.0 106.0 O 7Yp, r' 26 -1/2" S0_5 /g .90.0 106.0 90.0 106.0 9_ _ - ? 4 6.0 90.0 106.0 a .0 -- - -- a 53 -i/8" 90.0 106.0 90.0 106.0 19- 8" 106.0 90.0 106.0 _ _ a u 28 -1/2" 59" 90A - 106.0 90.0 106.0 $ - - (J 106. 90.0 106.0 o z 90.0 106.0 90.0 106.0 N Q ^ v ,/11•i 19 -, /8 - - 90.0 _ 106.0 90.0 106.0 z q Y V � 26 -1/2" 63 • 90.o 106.0 90.0 106.0 Q C 37" (9j' 90.0 106.0 90.0 106.0 J 53 -1/8" 90.0 106.0 90.0 106.0 z -- -_ -- -= 19 -1/8" 90.0 106.0 90.0 106.0 N O O w - - - -� - - 26 -1/2" 74 -1/4" 90.0 106.0 90.0 106.0 - ci z > L . 14" MAX. _ -____ HEAD SILL 37" (6) 90.0 106.0 9 0.0 106 3 Q rn 4 8 1/4" MAX. 53 - 1/6" 90.0 97.0 90.0 106.0 COASTAL - 140 SINGLE RUNG WINDOWS o D.L. OPG 19 -i /8 90.0 106.0 90.0 106.0 WINDOWS GLAZED WITH LAMINATED GLASS TO BE HALED FOR LARGE V MISSILE IMPACT AND REQUIRE NO SHUTTERS. ° w - 51 1/4" MAX. 26 -1/2 8 90.0 106.0 90.0 106.0 N Z tl °n DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS 37" (6) 90.0 1 _- - --` 06.0 90.0 106.0 < O SASH WIDTH � _.� SHOWN ABOVE TYPICAL ELEVATION 53 -1 /B' 90.0 104.9 90.0 106.0 WINDOWS CAN BE WITH: EQUAL LITES A- EQUAL GLASS HEIGHTS 8- UNEQUAL GLASS HEIGHTS (ORIEL TYPE) x -1 /6" HEAT STREN'D GLASS 1/8" TEMPERED GLASS 3/16" HEAT STREN'D GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o W INTERLAYER .090 INTERLAYER .090 INTERLAYER REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION (REV. 2005) SENTRYGLAS PLUS BY 'DUPONT' SENTRYCL45 PLUS BY 'DUPON7' SENTRYGLAS PLUS BY 'DUPONT' INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). OR ` OR I�OR .100 PVB INTERLAYER \ .100 _. INTERLAYER ' \ .100 PVB INTERLAYER WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o m U SAFLEX BY 'SOLUTIA' \ \ SAFLEX BY SCLUHA' \ FLEX BY 'SOLUTIA' i- t - SILICONE 995 LOADS TO THE STRUCTURE. - m BULB GASKET ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS u a C i /8" HEAT STREN'D GLASS \� C 1 /8" TEMPERED GLASS \ C 3/16" HEAT STREN'D GLASS ` VINYL EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. *995 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS SILICONE 995 ARE NOT PART OF THIS APPROVAL_ SILICONE SILICONE -995 SILICONE A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF BUMPON SPACER ANCHORS INTO WOOD ONLY. • ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. I '�' • • as I I r • • � • � • • � -_. - -_ _� 13 II II 13 • • • • • • • • • EnFF OR FAR000 m __._ _ • • • • • OUJ' "'T R'Viti$Sd 7 17 17 uaa GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE V ALt-RP` TE GLAZIN6 DETAIL h4 .0 4<t A.oQu, ; ado 1 drawing no, 5/16" LAMINATED GLASS 5/16" LAMINATED GLASS 7/16" LAMINATED GLASS • CLA&S •YPB6 'A'•'B' OR • • • •'C' • • • • • 1 i ^ . „� W01= 71] GLAZIN _OPTIONS °° • • • • • • • • • • • sheet 1 of 5 54 41 MAX. .WINDOW WIDTH z DESIGN LOAD CAPACITY - PSF _ 49 MAX. o ORIEL SIZES m MA IIF. �, D.L. OPG ¢ m WINDN DIMS, I GLASS TYPE 'A' GLASS TYPE 'D' GLASS TYPE O m HEAD /SILL CORNERS Ii �� WIDTH EIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) - T. " 11 1 N Q -1/8" 90.0 106.0 90.0 106.0 90. 106 ( .0 NOTE: 19 GLASS CAPACITIES ON THIS SHEET ARE E o - 26 - 1/2 50 - 5 90.0 106.0 90.0 - 106.0 A 1060 A BASED ON ASTM E1300 -98 (60 SEC. WIND) w o 37" (5) 90.0 106.0 90.0 106.0 90 -0 106.0 Q a ' S3-1/8 90.0 106.0 90.0 106. 90.0 106A a4 � 19 -1/8" 9 1060 90.0 1 .0 90.0 106. 0 N /� 26 -1/2" 58" 90.0 706.0 90D 106.0 90.0 106.0 Z a 5/16 "��fj/,7/16" 37' (5) 90.0 106.0 90.0 106.0 90.0 106,0 a LAM /�eCA55 Z m 53 -1/8" 90.0 6.0 9 106.0 90.0 106.0 O ° N o 19 -1/8" 90.0 1'N 40.0 106.0 90.0 106.0 ;4 rn O 26- 1/2 ° ;• 90.0 106.0 90.0 106.0 90.0 106.0 d _ a 37" (6) 90.0 106 90.0 1O6A 90.0 .2 90.0 106.0 a O n G a o __ 53 -1/8 .0 106.0 9010 1060 19 -1/8" 90.0 106.0 90. 106.0 90.0 106.0 - ) 26 -1/2" 74_1/4" 90.0 106.0 90.0 106.0 90D 106.0 0 -_ ____ - .___..._ Z I B - 6_i /2 - _. 37" (7) 9 90. 90.0 1060 90.0 106.0 w 53 -1/8" 63.3 83.3 90.0 6.D 90.0 106.0 19 -1/8" 90.0 106. _ 90.0 10 . 0 90.0 106.0_ s 26 -112 g 90.0 106.0 90.0 106.0 90.0 106.0 .� o _C �j %i 37" ) 77.5 77.5 90.0 106.0 90-0 106.0 Z y7 53 -1/8" 72.2 72.2 90.0 106.0 0.0 104.1 I HEAD /SILL � 46 1/4" MAX__ o V S OPG. 0 51 1/4 MAX. N o SASH WIDTH ao Q w TYPICAL ELEVATION UNEQUAL OTES o a a w w �g 4 o n d • • • • • • • • • tjLel • • go: • • • • • • • Engr. DR. HUMAYOUN FAR07 ----D- e'TtRit9214 `: 726'% §Es 17 m FI 6587 &icc;Iy;.ril:g'" ii'A Ga ?Ela�iaa of C.A.N. 3536 L, • ••• • • l" i rLu 2 3 i � 000 0*6 • • • • • • � � • • • � � 4l)t �' .. 6°r:lda>;is� - drowl� n TYPICAL ANCHORS_ TYPICAL ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY TRACO SECURITY EY. G SEE ELLy. FOR SPACING '\ SEE EL FOR SPACING ' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM (� \ \ \� METAL AND TRANSFER THEM TO THE BUILDING STRUCTURE. - - -- -- a a . STRUCTURE \ MIAMI -DADE COUNTY APPROVED L a ° d ^ MULLION &MULLION ANCHORS N r 3 \ SEE SEPARATE FICA a E V r,+ E O p C J 3 a� LL "TIYPICALA.NCHORS MINCA ANC HORS_ SEE ELEV. FOR SPACING 6 z a ¢ a SEE ELEV. FOR SPACING O r r 1/4" TAPCONS P4 1i o ^ II ! I INTO WOOD STRUCTURES [ w v LL o Ij I j j 1 -1 2" M IN. PEN ETRATION INTO WOOD Ri I I I a Z N Q W THIRD IBY OR 2BY BUCKS INTO GONG. OR MASONRY R ON E I 1/ 1 -4 MN. EMBED I GONG. O MASONRY - ai I � DIRECTLY INTO GONG. OR MASONRY a ? ! 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3 jj C #14 SMS OR SELF DRILLING SCREWS _ (a� INTO METAL STRUCTURES = 4 _ STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) 20� Sn 3 a) ALUMINUM 1/8" THK. MIN. (6063 -T5 MIN.) S = O 16 - �- (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ' < z Li 3a�m it 1 #14 SMS OR SELF ARIL IN S REW� o W CB/ INTO DADE COUNTY APPROVED MULLIONS 3 (NO SHIM SPACE) L N i m w z o T MIN EDGE DISTANCES INTO CONCRETE AND MASONRY = 1 -5/8" MIN. ! INTO WOOD STRUCTURE = 1" MIN. ICI INTO METAL STRUCTURE = 1/2" MIN. - --- -- —� a a o' O W a I jjl II I 8 TYPICAL ANCHORS —2 ��SEE ELEVS. FOR SPACING � � � o � ajo "j AT EACH ALTERNATE x ii 2 • • • ° b ° 1 -1/2" WEEP NOTCH END - ° --- 1 11 4�N x • • • • • • • • x c w ", x • _ • • • Engr: DR. HUMAYOUN FAR000 —�-- -• • • T STRUCTURES • - i a i SI a PEx , 4a I flA PE ja k T b - - ° d ° a I CAM. ,i57C A c � � e • • • • d j ° d -° ° • • • • • • /// y ° 8 ,� ° $ • i WOOD • • • • \ i 1Y7�.& ads N0M7A..v 6,'.k Og -EXTERIOR FIAISHES / - ° 1 • • • • • • •\ • • • �"- ., 1 drawln no. NOT BY TRACO L_ TY SE PICAL ANCHORS ELEV. FOR SPACING SEE ELEV. FOR SPACING L TYPICAL ANCHORS ! • • • • • ••' • • • OyY Pl l,�Io �-71 ^ E • •• ! • 1� Y ' I sheet 3of g o r • • • • • • • ITEM NO. PART NO. QUANTITY DESCRIPTION MATERIAL MANE. SUPPLIER /REMARKS 3 _1 050 -00 -572 1 HEAD 6063 -T6 TIFTON J 2 050 -00 -585 1 SILL 6063 -T6 TIFTON 2A 050 -00 -308 1 ALTERNATE SILL 6063 -T6 TIFTON z rn 3 3 050 -00 -586 2 JAMB 6063 -T6 TIFTON Z o N 4 050 -00 -571 1 VENT TOP 6063 -T6 TIFTON O al E. 5 050 -00 -548 1 VENT BOTTOM 6063 -T6 TIFTON 4 Q n 6 051 -00 -570 Z V ENT SI DE 6063 -i6 TIF70N 7 6063 -T6 TIFTON MEETING RAIL O a \' 050 -00 -573 1 - ` 8 050 -DO -569 4/ 'LITE GLASS STOP 6063 -T6 TIFTON O m 8A 050 -OD -559 4/ LITE GLASS STOP (OPTIONAL) 60fi3 -T6 TIFTON — U z w n o 9 012 -00 -832 AS REDD. FRA ASSEMBLY SCREW #8 X3 /4" PHPH SMS g a a 10 050 -00 -000 AS REDD. VENT ASSEMBL SCREW #8 X t" PHPH SMS G1a O 11 32328 AS REDD. W'STRIPPING (FABRIC COATED FOAM) SCHLEGEL 0 -LON .375 X I90 3 � a TYPICAL ANCHORS 12 047 -00 -075 AS READ. FIN SEAL PILE ULTRAFAB SEE ELEV, FOR SPACING TYPICAL ANCHORS _ 13 UIS20 AS REDD. GLAZING TAPE (3/16" X 3/8 ") - .4 w N F '1 SEE ELEV. FOR SPACING 1 14 007 -10 -016 2 SWEEP LOCK (AT 6 -1/2" FROM ENDS) ZINC CAST MARBOLLO INT. 1 BA SYS OR E OUIV, U 1/4' MAX. 15 046-16-0,30 2 BLOCK AND TACKLE BALANCE (6000/6100) _ Q Z 1/4" SHiM SHIM I6 1 AS REQO MTG. RAIL ASSEMBLY SCREW #10 x i" PHPH SMS _Z MAX " 17 AS REDD SELTINC BLOCK 1 /a" x 9/32 X 2" LONE 18 000 -00 -000 2 VENT GUIDE (1/2" X 7/8" % 3/8" li.} NYLON FASTENED W/ 6 X 1/2' x 12 z WOOD STRUCTURE ` __— - c' w f q L u7 ~J EXTERIOR �— D.L. OPG. W INDOW W IDTH L TYPICAL ANCHORS DADE COUNTY APPR'D MULLION CSEE ELEV. FOR SPACING SEE SEPARATE NOA -- 1 _ I/4- A _ TYPICAL ANCHORS v SHIM � SEE ELEV. FOR SPACING o o H 8 � 0 0 • • e • • • • Engrt DR. HUMAYOUN FAR000 Y p STRUCTURES o iecaiA - - — FLA. PE 16557 F; METAL CA.N. STRUCTURE _'�� ;0) z - e ••• • f AA r ,^ = 'v -i�tt iYal'A di's - -_ - • • •• • • e� • • / F.Y (i i) 1 I' 8°fG{� dro Dg Do. aw f- • • •• [ sheet 4 of 5 11 �l 2.975 N .078- ~ T f62 TYP. 1 I m 1.875" t J o c1 a 1.562 2.6 JJ L062 O 7s0 / ° �,- - - -�- .062 Laos .078 �_- TYP. _ o u L l —_ C D O n : O a _" O FRAME HEAD �� f 1,250 -,1 MEETING RAIL cy z i m ��woN �xl i i C �3 ITI I 74 1 .562 / I �/ 2.781 2.3 1.312 1.28: — —.062 TYP. o - � - L : .062 7YP. ^- °- — V) � --- _7 _ —.078 II I � 3 � 1.750 --- J .875 - VENT TOP CORNER = g FRAME TOP CORNER '2.625— -- (� VENT TOP RAIL U (3) FRAME JAMB to cr r-- H1 .062 TYP.- 1.930 x,062 TYP. 4 p Q j 2.782 / u> 5i -.� .937 •_ � . r =_ _ __ �_, 812 U VENT BOTTOM RAIL / - 2.875_ —_ FRAME SILL —� VENT BOTTOM CORNER II --.062 TYP. 7so I FRAME BOTTOM CORPJER o o r a 1 •• ••• • I • • • •• _ -__ _ .062 TYP. -= • • • „L,.._• 9 • • • o z © VENT SIDE RAIL • • •••���iii • • � • � - - -_� 2.772 • •• • • • • ••• • - --I .740 Imo- — • • • • En • • • • • • • • DR. HUI RLS FAR00 r` d It a t4 1 g c m y o 9r: Q i:. SiRUCNRES )a} y 1 LGr o a _ F, PE ( 30 CAN. 35 t '1 x > ; a ,875 JSO 75. —_ 90 • • • • • • • • •,� a.x�aa..ua L *uic(,n1.'20lQ 0 u Y _. 2.797 ..i F j Y .125 -�I • • • • • • • • • RL6Lti:rF �-G �,. F � P'o,fexM r'au'r.:6 .152 • • • • • • • • • • • CYtrfy(� drawing na ® ALT. FRAME SILL ® GLASS STOP (t] • • • • • • Got • ___ sY e 5 of 7 i I WAYNE FERR `••`"` ARCHI E PHO . (954) 427 -1069 MIAMI. DApE EUVI:D ❑ REVISE AND RESUBMIT Q REJECTED ❑ FURNISH AS CORRECTED Corr®GHon3 or commentB made on the sho , awin gg s �� du � r �� in this r® Viettudo notreileve contractors or surconli<zi #rc1d� -CO(1 TY, FLORIDA BUILDING CODE COMPLIANCE pliance with requiraments . f the draw!ngst� �A'ffE Tt � R $UILDING PRODUCT CONTROL DIVISION OFFICE (RC ��� o a wirt��t�ht, deli n concept of the .J.n A,� XWW.AEE , SUITE 1603 tlon lak in the contra4+ 10curne-1- The oontract&lls4t_&LORI A 33130 -1563 sibs® for om"rmfn and iwrrelatin all u sio lit ®TACE OF s g a q qua sis ,. (3 05) 375 -zsas ACCEP A NCT a ng hi Btlon pi with that and techniques or c ,s acti n 1 17 i ( . ng his work with that it all other teat -(yin c4 onlineXom TRACO Security Windows & Boors, Inc. minpM a 71 Progress Avenue fievtewad oA te '0 /2 1 Cranberry Township, PA 16066 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 materialefails to perform in the accepted manner, the manufacturer will incur the expense of such testing and A-444! may *00 immediately revoke, modify, or suspend the use of such product or material within 1he,ir jta isdictrori BpRA 00 reserves the right to revoke this acceptance, if it is determined by Miami -Dade CootM Product Control Division that this product or material fails to meet the requirements of the applicable code. :0000: This product is approved as described herein, and has been designed to comply with uVitiZu'ida Btiildi . 0 Code, including the Hi 2h Veloci Hurricane one. * Soo 00000 ESCRIPTION: Series PW 1250 Aluminum Fixed Window — L.M.I. 0 0.0 0 • 0 0 0 00.0 0 . . •• e• 00 0000.. rawmg o. - - eets 1 through 3 of 3, t t} * eries PW 1'250 ' Fixed Window," dated 11/30/06, prepared by Engineering Express, signed and sealeeby FrInk L. Oennaiedo, 0.0 0 P.E., bearing the Miami -Dade County Product Control Revision stamp with the NOA:nuragor and expi��tion 00.0 date by the Miami -Dade County Product Control Division. 0 0 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a pennanent label with the manufacturer's name: TRACO TRACO 71 Progress Avenue Security ( TRACO) Cranberry Township, PA 16066 2304 Silverdale Road 5100 N.W. 72 "d Avetue Johnson .City, TN 37601 Miami, FL 33166 and the following statement: "Miami -Dade County Product Control Approved ". R ENEWAL 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 tenninate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA 4 01- 0717.01 and consists of this page I and evidence pages E -I and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ' NOA No 06- 1211.08 Y Expiration Date: February 21, 2012 Approval Date: February 15, 2007 Pagel TRACO Security Windows & Boors, Inc NOTICE OF ACCEPTANCE: EVLDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 06 -TRA -0003, titled "Series PW1250 Fixed Window" Sheets I through 3 of 3, dated 11/30/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per SFBC PA 202 -94. 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94. 3) Water Resistance Test, per SFBC PA 202 -94, 4) Large Missile Impact Test, per SFBC PA 201 -94. 5) Cyclic Wind Pressure Loading Test, per SFBC PA 203 -940 • • along with marked -up drawings and installation diagram of Se;ies.r,50 alumlidm fixed windows, prepared by Fenestration Testing Laboratory, In'c', Ttst ReportA. • FT1 dated 11/07/00, signed and sealed by Antonio Ace ;;dq�.E. • ; . CALCULATIONS • • • • • .... % 1. Anchor verification calculations and structural anal sis com 1 i n & � • • • Y p YLt�s y�ith FBC.2004, ..:..' prepared by Engineering Express, dated 12/05/06, signed and seeped 5y Frank >•,• • • • • • • Bennardo P.E. • Complies with ASTM E1300 -98 • . . .... ....... D. QUALITY ASSURANCE • • • • • • 1. Miami Dade Building Code Compliance Office (BCCO). • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02, issued to Solutia, Inc. for their "Saflex IIIG PVB Polyvinyl Butyral Interlayer", approved on 08/27/98 and expiring on 05/21/01. F. STATEMENTS 1. Statement letter of conformance, dated December 5, 2006, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest, dated December 5, 2006, signed and sealed by Frank L. Bennardo, P.E. G. OTHER 1. Notice of Acceptance No. 01- 0717.01, issued to to Traco Windows & Doors, Inc., Series 1250 Aluminum Fixed Window, approved on 02121/02 and expiring on 02/21/07. Manuel , P.E. Product Contr Ea. iner NOA No 211.08 Expiration Date: February 21, 2012 E -1 Approval Date: February 15, 2007 F PE00:' -p RENNARO(l, P.E. SERIES PW1250 ALUMINUM FIXED WINDOW LARGE MISSILE IMPACT RESISTANT - Qb 3J° L9 r DESIGN L OAD S C HEDU LES R ° "E` "' °T _ R PPL1cD 33 T "�' IT—A SCHEDULE "A" ° '' ° "a` I 1 �� S "B " 2 W � o Af1CHORS PER! ALLOWABLE PRESSURES L AL OBLE PRESSURES U w _ FRAME WA 4 ( NEIGfII FR AVE VJID7H JAM RO'l71 J E NEGATVE _ GHT FRAME "'10TH( NCHO PER: POSITIVE NEGATIVE —._ __ _ 26 t 18 3 800psf 80.Opf 24BOOpf 80.0 psf ZoU 9t _.— _� __ _. ___ __I / I LLl . E� 26„ 37 2' 3 80.0 p ( 80.0 p _ 30 3 BO 0 p f 80 0 psf / z 3 -.. 80.04 f 800_ f -. __ cup n _ -- _.._. —__. 3G { 3 'f ]95pf 79.5 psf __ \ 3�.__ WW 53 1!B' 3 74.E p f 74 6 ( -- -._. _. —_ —.. - 7 - ..__... ,.. P 42 { _.. 3 _ b8 2 P I 68 Ps f - - " ' z t91/B" 4 80.OI f 800PI __ 48 __ 3 597pf SBIp f4 I I I I N� 0 383; -. - .. 67.4 psf G7 � Ps( E4 _.... 3 __ - -471 p — 47 7 p �/ I � / � O W z _ W z 4 77 ( 4 77 f Z �� _.. -- P 3 P 43 4 Psf 2 T l9l /tl" 5 __ ( 800pf 3 398( 1 3981st I _ _ _. 2b tlL" BU.Opf 80 Dp: O SIB" 800p f ._. _.. 800 PS ( 80 LL — — _ -- __ 1 c I 37 5 P _4 800PSf 80U sf 0 f 600 — E 53 18' S 50 ` p l 56 5 p f 3G 4 ` 79 5 f ]9 5 1 I 6 OOOp( BOOpf 4d 42 4 6V2 j 0 68 pi I i+ I v { b OU.O p I 80 0 p f 48 4 59.7 psf 1 pp f _ -- - _ BO O. psf 79 0 P sf 80 0 p BOOpsi -_- 54 4 530psf _ 530E f �? 7 /:r OVCRa1.L 74 B0. - -� U < z ..Y. -_ + 7 f 80 0 p f 24 5 80 0 psf 80 0 psf I: t I- O . f .. __65'0_' �.._ S t:4" 'LB tl2 7 0 y s1 30 ( 5 80 0 psf 80 -D ps( o w v' 8 37" p f 79.9 psf 60 3G 5 / 9 5 - . p i O Lll' 7 9.9 5 s l o b r 42 5 68 _ 2 ps'f 68.2 psf _9 —_. 24 j _ . 80 0 f 72 30 5 _ 6 pEf 7 OOO 0 _ - I _ —_ 8 8 6 0 0 f _ 80 0 pf w ' .. — - P PO _ 3E 79 p 55 I I I I 108• 4 ..... 8 — "' 8 0.0 Psf ,...,..._ 8 0 .0 p .� in F n 24 7 2 11 80 0 f 80 0 f 14 0 9 I 6 P - - - d GENERA NOTES_ 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 .R, max. 6' max FLORID BUILDING CODE, FOR USE WITHIN THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & Ar tz IEA° /sf A. Lt ::Ea�stu coa�eas ASTM E1300 -98 STANDARDS. w 2.. NO 334/3 % INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND �TYPICAL ELEVATION o g LOAD DURATIOfJ FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. I 314° = ro° TesTe° DE uNn 0 E.R 3. PO51 - FIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A ]OB- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4 � — . , TI iL SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. `= FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SI IALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONIUNCHON WITH THIS - f DOCUMENT. a 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND - - -- l SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE 4. v • • • • • • • i • • • • I� EXISTING STRUCTURE. • • • • • • • a a a MULTIPLE UNITS MUST BE INSTALLED USING MIAMI -0ADE COUNTY BCCO- APPROVED STRUCTURAL MULLIONS ° S. ALL EXTRUSIONS SHALL BE 6063 -T5 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. - _ - - _ -- -- ' • •• • • • • •••J • 6. UNITS GLAZED WITH 7/16" LAMINATED GLASS ARE LARGE MISSILE IMPACT RESISTANT AND DO NOT • • • • • • • • • 1 rc z REQUIRE IMPACT RESISTANT SHUTTERS. • • • • • • • • • • • 3 7 EXT ERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED OG -TRA - 0003 WITH SILICONE. PRODUCT REVISEID 8. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A _ - - - - - _ ._J FA cawpaiug with the FN:ridu SCALE: oesca O1 ° MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. _ •etWiwg Cadis PACE irrroN: • 9. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. • • • • • • *so t — � L Edo 1 J -1�g • • • • •�¢ohk,• 6o0e ,zo�z R 90 N TE: " • • • • • • • • T4�-I AND LENGTH DIMENSIONS CAN BE �bidc iradaxf Crxsl • • • • • • • • • ORIENTED VERTICALLY AS SHOWN ABOVE, o CIL1ii I FRANK L, BENNARBO, P.E. METAL STRUCTURES (STEEL OR 6 ) EXISTING I -IDST lx OR 2x WOOD ALUM 1/8" MIN. THICK) STRUCTURE STEEL Fy= 36 KSI MIN. TBUCK (OPTIONAL) ALUMINUM: 6063 -T5 MIN, EMBED _ J .EDGE Dis j { ANCHOR SCHEDULE: THRU Ix WOOD BUCKS INTO MASONRY OR c DIRECTLY INTO MASONRY o $ a 5/16" TAPCONS (BY ELCO, FEW OR EQUIV. C c " Z 1/4" MAX SHIM ppy� � x � - ANCHOR HOLDING CURRENT N.O A.) uJ m E TI/4" MAX SHIM (f C — � - `) SCHEDULE EP SEETYPICOALI 16' L INTO 2x WOOD 8UCK5 OR WOOD STRUCTURE W W Z J O T � -� S / TAPCONS WITH 1 -3/8" MIN. WOOD w Z X ' ANCHORS PER ANCHOR -. ELEVATION FOR SPACING ] L w SCHEDULE SEE TYPICAL PENE(kATION. (�❑❑ �I 3 w o ELEVATION FOR SPACING m INTO MULLIDNS OR METAL STRUCTURES Z x w 5/16 METAL SCREWS W W N o a (3 3 ? m K 1/4" MAX SHIM 1/4" MAX SHIM lx OR 2x WOOD I w z BUCK (OPTIONAL.) ° w E BY OR 2BY WOOD BUCK ANCHOR NOTES: 1. SE E EMBED LOC TI A N TYPICAL ELEVATION &DESIGN LOAD SCHEDULES FOR ANCHOR ON 2 A S AND/OR SPACING. 77 i 1 2, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH A u e . e -f , 7HIlII# fd�rl" — _ I( / MANUF TURERS' RECOMMENDATIONS. ANCHORS PER ANCHOR 3. TAPCONS MAY BE MANUFACTURED BY ELCO OR LTW. l / CONCRETE & TO IIOLLOW BLOCK EDGE DISTANCE OF 1 2" IS ACCEPTABLE TO E ~ z SCHEDULE. SEE TYPICAL L 1 D ISTANCE FOR ALL_ANCHOft ELEVATION FOR SPACING / PTABLE FOR ANCHORS TO STEEL OR ALUMINUM. [ - S WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, L y r O w I a L — L~ �II _ I' o' �� ` ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD n' g o o --- / - - - -- - - -- - - - -- -- o EXISTING HOST STRUCTURE 3/4" EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). lL Q o _- �v o � p � z `� 6. WOOD HOST STRUCTURE SHALL BE "SOUTHERN PINE" G =0.55 OR '� _ _ GREATER MINIMU - ___ FRAME WIDTH- M EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 5 — . /-� MI NIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, p p / O PI C A I SECTION BRICK, AND OTHER WALL F]N]$HES, 'L3 w s � Y1L SECTION 1 8, WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO r_ t HORIZ SECT TRANSFER LOADS TO THE EXISTING STRUCTURE. in ✓ g � I ANCHORS PER ANCHOR 1 �— 2 Aa SCHEDULE. SEE TYPICAL ANCHORS PER ANCHOR ANCHORS PER ANCHOR - ELEVATION FOR SPACING SCHEDULE. SEE TYPICAL SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING - . - ELEVATION FOR SPACING � �1/4" MAX SHIM ' �1/4" MAX SHIM 1 ! 1/4" MAX SHIM z _ 3 m o I r a _ ,�—T- \ / l •• •••� •• v EDT LIST • • • • • • • • -S MULLION APPROVALS FOR xw I EMBED \ / - 26Y WOOD BUCK i • • • • • • • M ION TYPE AND S IZE. LL ix OR 2x WOOD • • • • • • • • • oa? EXISTING HOST • • • • • • • • • • • • \ -BUCK (OPTIONAL) STRUCTURE 06 -TRA -0003 RiNTSYn \ 90 kVIC'JP k%a rekh +9 Fl �10, SCALE: _ oi. f • / • • f ♦ • f 11$:S�('ia{u M _PAGE DESCRIPTION: 1 TYPICAL SECTION :•• i i • s i • •• i i M13 1 \ Z // VERT SECT • • • • • • • f • • e${," x.t 1 �/ • • 99* • • • • • to -� I - -- FRANK L. BFNNARDO, P.E. 2.539' -. _.:_.— 1 uPECnuosnv T � � MATERIALS LIST - GG 0'078 IHEM NO PART NUM QUANFITY DESCRIPTION MATERIAL I MANE /SUPPLIER/RENLARKS _r 1 050-796 4 WINDOW FRAME ALUMINUM 6063-T5 2 050 704 4 GLAZING STOP ALUMINUM 6063 TS \ AS REQ D GLAZING SEALANT �- - - - -_ -- SILICONE _-- _ - - - -- _ - -� _� " v F - -- IC --- -- ' - - j l - 4 - AS READ SEALANT - S(:HNEE MORCHEAD #5509 I A rt '�y,' L S k8 X 7 2 /CORNER FRAME ASSEMBLY SCREWS Ck5 PIi SMS w w LL a OU AS REQ D SETTIfJG BLDGK (1 /B" x 4 ") VINYL r w AT 18 FROM ENDS Z = " _. _ -_ � I L ryry l .. W 0 7 AS REQO GLAZING SEALANT SILICONt G.E. 0.G57700 rn^ Q Q" I l - i o I a 1 w W W , w z 2 0.532 .007" 1 FRAME l Boa - 0.788 " -- — F � 1 r— L 7 �� b o 4 - �J( 0050 -�- rc I -LOZS -- GL A_2I NG DET AIL GLAZING BEAD �saF °aN�E —Y uYE IGPVp w o NEa�E�G�,>> -� aE I N B .) as REQmRew i' 1 SEa am � � / I w I �srtlml,E SpIrvEE MORENFPO 15509 \�/ � �V / / � / � � Ul Q `Q .�. \OR 6.E 0.657]00 l \ " ✓ / //{ J V,ll BE LAP rvaiEO AY I \ � OuPONT OR SULUiIa. ti - 7/ LAMINA GLA — LARGE MISSII E IMPACT RESISTANT s 3 � • • • • • • • • • • 11PICAL CORNER DETAIL _ MITERED JOINT CONSTRUCTION 6 "uSi:)?s 06- TRA wl Lt+WAthy V/a 20 "A$di SCALE: 0I PAGE DESCRIPTION: F • • • • • • • • � I at ?ca:n 'yg� IDYL . • • • • • • • • • • • 3j • • • • • • • • • • t 11x42 Y'3Rea L1rc9F ^6 L= l� 5 ) wF �:O�iNY7u t f 1 qc �Ct U ❑ Rr-MSE AND RESl3SPI M Carr «c are ar cor^manw p FURIIISN AS COftRE>' p r:vt3ty Ga ncu rattaM on 014 shop are vtn "£ �d: " =h rs CDRYr �tOra or sully QrrtreCt Cs dt+rtn9 this MIAMI- E & ct :acl; 'v Qu;re Eats d ?tis drsY 1 r - IIs Ord s ore fiom eom. g n fcr roe sv, t �srKi r�fo,rnae» y aa C'ri {cF UtoAroac;atd lJA COUNTY, FLORIDA a r '�'rt s�i�ak,prrG,a "umestJy7-� op A FLAGLER BUILDING BUILDING CODE COMPLIANCE O tto�nA d � ° ' ° ft atl A l L STREET, SUITE 1603 PRODUCT CONTROL DIVISION nr� jt QlytstaaK► sdl �ort A FLORIDA 33130 -1563 1 °safeant►eAlm ry e � 375 -2 FAX (305) 375 -2908 NOTICE OF ACCEPT Ai d � �' p www.b in eodeonline.com TRA,CO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 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 -Dada Coolly Pro4gc Control . • Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade C ... . reserve Wright ....:. to have this product or material tested for quality assurance purposes. If this pro Wjj pr material .fails to • • • • perform in the accepted manner, the manufacturer will incur the expense of such tej4i;& and the •� may 4i • immediately revoke, modify, or suspend the use of such product or material within ft vnsdiction. BORA •'; ". reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cowawo Prodiaet• �7drtrol "' • • Division that this product or material fails to meet the requirements of the applicable l.e 41;1g code. " *000: This product is approved as described herein, and has been designed to comply with the #1Oc f da Building • •; • Code, :including the High Velocity Hurricane Zone. • • • .... DESCRIPTION: Aluminum Tube Mullion (w /Steel Reinforcement) — L.M.I. j • • . .. j • APPROVAL DOCUMENT: Drawing No. 06 -TRA -0005, titled "Aluminum Tube Mullions with Steel• Reinforcement ", sheets 1 through 3 of 3, dated 12/1/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. NI.ISSILE 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 renews NOA # 06- 1228.01 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07- 0828.05 ° Expiration Date: ,January 2, 2012 Approval Date: December 6, 2007 Page 1 TRACO Security Windows & Boors, .Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 06 -TRA -0005, Sheets 1 through 3 of 3, titled "Aluminum Tube Mullions with Steel Reinforcement ", dated 12/1/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 0000 • along with marked -up drawings and installation diagram of two mulled Aluilr. 9!h;le ' • • • : • Hung Windows, prepared by Farabaugh Engineering and Testingrfnc'TestWpor %No. ••• „• FET- T214 -07, dated 6/21/07, signed and sealed by Daniel G. FMb'ab h, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, per PA 20294 • : • • • • 0000 along with marked -up drawings and installation diagram of two rte, LW Alunl gle Hung Windows, prepared by Miami Testing Laboratory, Inc., Test Report No oNT jTj,- ' • • • • 16602, dated 12/01/95, signed and sealed by David Gale Ober, P. .. 0000.. . •• •• (Submitted under previous NOA # 99- 0104.01) • "• • • • • 0000 0.00.. 3. Test reports on: 1) Large Missile Impact Test per PA 201 -94 0 .00. 0 • • 0000.. 2) Cyclic Wind Pressure Loading per PA 203-94o,, : . • • • • along with marked -up drawings and installation diagram of two mulled Alum.Durble Hung Windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -1350, dated 12/12/95, signed and sealed by Gilbert Diamond, P.E. (Submitted under previous NOA # 99- 0104.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated 12/08/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, 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, dated 12/12/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest, dated 12 /12/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1228.01, issued to TRACO Security Windows & Doors, Inc. for their Aluminum Tube Mullion (w/ Steel Reinforcement) — L.N�J ., eproved on 02/01/07 and expiring on 01/02/08. Manuel Vxa E. Product Contro ner NOA No.:05 Expiration Date: January 2, 2012 Approval Date: December 6, 2007 E- 1 • f•• 0 000 0 :0 �•0 •0 0 • • • • • 0 0 • • •• • ALUMINUM TUDE MULLIONS H_ OfNNn +!IIG A on W"i �'E,'L• FQ RC E M E NT°�6> LAQ.U, 91ISSILE•IMMCT RESISTANT • Z • •• ••• ui .�� 0 •• • • • • • • • • •• W W� ] w .u., •ff :•: ••• • ._it 10sm .C. {_._1.552 "_._ -. 1. 0.688" 2 tOoZw� • • • • • • • I (� �U w • • f I Sl • • • • • • • • I !P 10 SMS t WW w 3 TYPICAL GLAZING 0.180 / I I I 0.17.5" I 0.15" r - ._..'to 6881. 11 1 p O PRODUCT i m _ ( <zr< •>, - = -� �.f • 1 /16x1/8" m ' -0.12s" – ALUM. TUBE I I ry Ix4x1 /16x5/32" I L1/ G �� Lj 5S /1G' I L C z z ALUM. TUBE L r - 1 jI I � . I i I o rt j , Jx4WII ALUM TUBE - ,) o ( I ® 0 I A 0 ( i - STEEL REINFORCEMENT. _ =- -_ J - "� - -'- ' t SEE DETAIL 2/I ( z STEEL REINFORCEMENTS , -._ SCALE: N.7. S. 0 •! ri L 2x6.1/8" ALUM TUBE w U OTES GENE N CIxSA STEEL — _._. - -C CHANNEL_ SEE DETAIL 2/1 1 THE SYSTEM DESCRIBED HEREIN HAS BEEN DE51 GNED AND TESTED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, FOR USE WITHIN THE HIGH VELOCITt HURRICANE ZONE, PER TAS 201 / 203 AND THE 2000 ALUMINUM DESIGN MANUAL. ® ? '+ i 2. NO 33- 1 13 1 10 INCREASE IN ALLOWABLE STRESS HAS BEEN USED M TI +E a +_ DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOP, Ctl =L6I - IAS BEEN USED - 2.0011' - -! . _ 3.000•• -_ i FOR W000 ANCHOR DESIGN. 8 - --- -- - -- -9.000 - - -- -- 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH zm THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB- SPECIFIC BASIS IN 1 _ ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE I -= IN FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED TYPICAL REINFORCED MULLIONS ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION H WIT THIS DOCUMENT. "PT) ("3'P FPMr, {YF,;p Q SUPPORTING FENESTRATION PRODUCTS 6. PERMIT PIOLDER SHALL VERIFY 7PIE ADEQUACY OP THE EXISTING STRUCTIJBE mIP plpr FOr;A; ���� - -- - -- - - - TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE \ L / HORIZONTAL OR VERTICAL INSTALLATION ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. ALL ALUMINUM TUBE EXTRUSIONS SHALL BE 6063 -TS ALUMINUM ALLOY, SEE WINDOW OR DOOR APPROVAL FOR FASTENER SIZES AND SPACING UNLESS NOTED OTHERWISE. ALL STEEL REINFORCING COMPONENTS SHALL BE A36 STEEL. a i. ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL Aty_ MEET ALL APPLICABLE CODE REQUIREMENTS, e.g. WIND LOAD RESISTANCE, AIR Fr Ml& ° �RlE d'mluct d::nnr = WATER INFILTRATION, FORCED ENTRY, SAFEGUARDS, ETC. 8. 1 O & BOTTOM DETAIIS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. MULLIONS MAY BE MOUNTED VERTICALLY OR r'gglU11(;T MFIMED 06- TRn -0005 - HORIZONTALLY AS APPLICABLE. cerr.P/isep With Mra F%6). SCALE: 01 u 9. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT. VERIFY��„�,I -fie Pr1GE OESCRI PTtON_ IMPACT RESISTANCE OF FENESTRATION PRODUCTS TO BE USED WITI I THESE MULLIONS. ALL ,i'xldywYun 7fRN. 1J S E 10. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL. Y OR STA1N1_ESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 Y,SI. 11, ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. d'y AtSuwj- YPm3wf''z�er ANCI IORS T YPE A, B, OR C 7 FENESTRATION DESIGN LOAD SCHEDULES i PRODUCT 1,1 VERTICAL HORIZON I AL MULL I TABL BELOW GIVE ALLOWABLE VRESSURCS IN PSF MULLION _j FOR EACH REINFORCED TUBE MULLION AT SPAN - ------- TRIBUTARY DIMENSIONS S1 IQVVN, FENESTRATION FENESTRATION TRIBUTARY ANCHO RS ,ANCHORS Z oa 2. MULLION SPAN TRIBUTARY SPAN ARE DEPICTED 10 0 PRODUCT PRODUCT SPAN" TYPE A, 8 TYPE A, 8 THE RIGI IT I W W2 OR C I ORC ff ( 2 wo ik(,vV;ED 7 -- ---- WUJ ia �h� FENESTRATION IEIE 'RATIO' Fw'. ANCIIORS PRODUCT R.0111 C TY to PE w L x jj C, z AmIA L r, 43- O 5 OR 12 4.F2 0 wl W2 - -_ -.. MULLION SPAN I" x 3" x 1/16" x 1/8" REINFORCED TUBE MULLION 2" x 4" x 1/8" REINFOR4D TUBE MULLION M­L TIIW(a,y SPan 27 � 3. 3� 1 �4 Span G4" 21" 30 33 3. 39 sp- Z 30" 1 - - I -- 4Z 45 4� 51� 54 571 24" 27 33 36' 39" 1 4X 45 111. -51 51 - ------ --- jj 144 172 15. 7 125 174 )b 4T 67,2 59,8 538 489 44 88 �41, 36A 35.9 20.9 28.3 u 61A 555 407 M 4 7 0 436 132 2i 190 ��,2 35A 32 2 fr --- -1 .1 P 9 11A ITT 117 3 z 57 3 53.5 6-1,2 59y 56 -- T73 767 71 120r g 7 FS - 11 4o 13 2 12.S 1-1 �7 2 -14,6 46.2 Q _Q7 1 F4 1'jb 12 692 BO�3 --- -1 - 8 Z5 _77 6 63S 1 14' 499 465 43.6 41 1 380 1 158 14,6 1�.7 100 3 7�p _ 4 8 1 81 �2 529 199 - 9 623 587 S5,4 52,5 90 - TI 2 �2 6 -2� 6 -, T - 1 . ;�_o 20 3 192 181 Ill 1112 795 42 654 6 V 585 34.6 - 1 TA 1133 4 -4 T 24.6 0 6�7 -16F 9116 - 17 102 41 3 . 6 36, 32 2 29 7 27.6 25o 22 7 215 263 - 8� 2 832 78�0 73� 69, 65 7 10 IT _M� 140o 1.183 49 1: 115 77 117,6 108.6 i0c, 9 1 8 2 83 0 7,1 3 363 340 32.0 30.3 1 28,7 140o 1400 1 1 123 7 1,+ 1065 616 H 3 C� G _3 Q& 579 W400 110.0 ­ 421 M� 3S.7 33.; N�0 75 H8 4.4 96 681 6 S4,5 - - -; , _ _-- - 1400 00 '!1 ' 44 8 41 6, WOO t32.0 123,2 V, - 13 n - 140 0 1400 1083 72 5 2, 20 --L-!L - : -'L -- 0 - -- 7 - - 4 392 36o T� 6 1400 1400 O1 w 91 .1 C09 0 .00 134,2 ��j 6 TOA) to 2 60 �20 48, 1 14 0 0 1 _,±2 9, 40 toi.I -- 95.2 85 7 9 4 .5,5 .4 - 72� 140.0 1400 14 .0 140.0 140.0 14OR 1400 1�26 t 611.2 &19 2 568 4 i3O.6 I O'd 852 78 7 -7 1 Q 0 7 - -4- 137 9 66 140R 140.0 lioR 14._ 1400 14,10 1400 14,10 1407 I,iuA T -7 iio u 124.1 "zo 95, BY 2- ii6 T10 w 103 4 --- K.7 53 19 0 ----o 1400 1 40.0 400 146,6 140,0 140.0 140. 140 0 1397 12do 1182 1093 - 162A 0 904 85.3 800 - E 1400 140.0 140o 1x66 1 1400 1400 140o 140o 140.0 1400 - 190 0 T45 6 54' 2: i -- -- :.- i;ir.. _ L 140 14 40 � 0 140,0 14ok 1 140.0 140 0 U 100 0 14 0 MOO 140 a 0 140.0 AAW16 121.9 114 7 i7io 14 V40 0 0 140A 140o 140 0 00 1400 140,0 3 1020 48 1400 140,0 Iloo 1400 14o 91 1,ioo 30 �40O mo 6 440.0 _ H6,0 140o 1400 140 5 __L4:L 1400 ITO 6 144o. - - - ---- - - -- -, - : - 0 __ 1�0 IM0 1400 140.2 1400 "0 ,0 -10- O, Auu D -- 330 --- 14 - 0 14 00 140.0 _ 140 , 0 140.0 1400 140.0 140.0 _ 140 0 140. 140o 140.0 ' 1400 1400 140.0 140.0_ 1400 140.0 ITOT �oo 1.10 0 14(30 1� 1 140 0 lopo S 36 I 40_. 140 0 IT I"& 1 4.11 40 I x 4" x 1/16" x 5/32" REINFORCED TUBE MULLION 2" x 6 Xribular/ " x S 1/8" REINFORCED TUBE MULLION , M Der Tnb,tay Span iz is 48 S- 33" 36' 39' 1 46 48 5V 54 57- 01 SPan r Z4 271, Ju ., 11.1 51 -54 57 31:1 88o 691 Sig 1x4' 369 34.F 20.3 25.9 23.9 2,2 20 19.5 la,:) 77,3 1382 1244 1131 82 7?,7 732 _ I __ 1& 4 144' 140 0 _ -4.. 253 22 20.8 6 - j -- -- F --- - 3: 27 2 i IV 400 J � o .1 19. 11.6 0 13 104 j 746 5i 1A 35 5L rc 138" i 44,2 393 1 35A 22 - --- - if,.3 1130 .4 843 Ji - 56.5 4,1 ----- - t -- 7 31.1 28. 26.0 253 238 22,5 21.3 1 j2 1400 1400 Woo 134,9 1236 114 1 ID6 0 87,3 82A 81 9.6 85o 7140A 140,0 140o 140o 1358 p '41 N, 3 24,8 215 6 1 49_1 7 :17.2 3al.4 9 29.8 27,4 125A 110.4 U8,, 10 : ' 2 ' \4 4 95 9 3 29.0 274 260 7 120 61.7 54.9 49. 44 9 4 32,9 120 140R 40,0 140,0 140.0 0.0 138,4 12 1 1125 u 4 49 45 i 422 _39 .0 1331 n8 6 54A 60.9 289 0 124r8 117 4 110 108" -- 7; - 6 6i; 6,3 5&7 140� - 0 140.0 1_4 04C - 7r2 47. 408 3.3 3 .0 32.2 108 0 0 140o 1400 119 2 12j 1 Au - I --- mom 1409, logo -lipo �.o ��4tL.. 1-,� 131 6 -j27 �7� ,59 �3,0 �0,5 38 36 1400 41 0 1460 1 .0 • 14TO 140, • ----W�6 779 76,8 64.9 45 6 43,3 9 553 1 52o • 1400 1400 1 Zo. _0 487 1400, - -- 46. -T40.0 3 52.3 .164 8 gor, 1409 140, 41 90" 111.1 988 TE) - 41 - -1- 8 0 1400 T 63.5 - 1 - 4 ­ 0.4 ---- 1 , 10.0 46.6 0 IT7 6 113 7 2_ 0 1400 rig 14 1 - 0 . - F- 0 �o 5.3 113.7 140(),, 0.0 140�O iQ.1 j 1466 0 140A - 140,0 F40O 40.0 woo 023 64K 605 iyi- 81, 1941 0 0 140 0 R61 2 V40o 140.0 140o i 132 3 1 fig - ;794 - 744 - TO - 066 1 78 140.0 1400 140o 1400 140.0 78 140.0 916 --- _I 0 1400 140,0 140o 06-TRA-0005 140o 4 1 0 � V 624 72- 140o r- - i i 1�6.A 140 0 -- 72 --- woo 140.0 - 127.4 41.1 --1-400 SCALE - 66, 140 - 62 iI 1400 1 0 140.0 1 1400 140,0 o 1406 --- 1700 140 13 12 ' 80 119.5 ill 1045 - i _140ro 1400 40 q I 42 140,p ' 1 60' -- T40,0 i466 No. t40.0 IWO 1 .4 113.8 10&0 -6- L---- oo PAGE fiES-11TWN, - 1400 14 0 1 140, 140AS Oro, 4 �G 0 142 IL(Io 1 - - - Am' _ .--I- .41 14 4 P. 140.0 1 40 140.0 0.00 114... 1400 140.0 j 140b 1400 k 140q0 41_1400_ _]40.q 140.0 140o 140o lj�o 40.�j 139,7 13 LQ �. I %_ 140 T L 0 - 140,0 160 40.0 - F0 - 0 14 ffL 14 140.0 40 1 � 6 0 1 AIN 140 00 -L - 140.0 �14 0�2 4 0 48 O a IR io 14 Q.o *4 4 gk-. -ISL 9 -- 0 4 140.0 - - T2 Do 01400 - 1400 4 gF tT4 140o .. 140.0 _ n 2" 140.0 140o 140.0 1 4 00 11 u 14C 40.0 1400 1 .0 14.0 --J _711-00- ' Oro 1400 140.0 iio 0 - 14 140.0 Jj5 0 40 0 1 f 14 140.0 140.0 140.0 140ro 1 .0 010�00 I 00i 140.0 140 D 141)o _ IT _i_ - - - - - --- 0: - 1 30 1400 14#0 1 0, 140.� I j 140 1400 1400 140 0 1 loo -140ro 0 O � 400 T 0 400 - ;140 0 _j -2.0- I . 1 4 4 140 1 1400 1400 d.6 140b 14UO T 4TO 0 0 0 • 0 0 0 0 0 0 o o 0 ANCHORS TYPE "A" ANCHORS TYPE "B" ANCHORS TYPE "C" X Z ALUM A AL M. AN NOTCH WOOO BUCK CC) A(-COMODArE CLIP ANGLE 10 MASONRY LL 222x1/8 U) 14 SAIL 14 S. M. S Al-IJII.xANGl-E w C) 2/ ANGLE ANGLE w" j . A 14 S.M S l z u �l 3/ ANGLE TAPC.N I L/4 MIN, EMBED Z f7 2 ANGLE LLI L) 'p MULLION PULL ION J G r, 1 , y ``1 MULL -" � � \ � � � J �z�lgAilful/lrlr? /lil/f,* J CONCRETE OR 2 GkuUf F111-Erl # 14 S S W/ 1 112' MIN� ' S.M,S W/ 1-1/2" MIN. I -A BLOCK fi EMBED INTO WOOL, t/ANGLC EMBED INI 0 WOOD 2/ANGL - MULLION ul' i7i tf MULLION 2x2x I ALUM. ANGLE o M"' ' "), - 2.2�1/8" Al-UM ANGLE I ALUM. ANGLE 1-1/11' LONG 2 LONG, 2-5/8" LONG m t7 - � �_ 1 I \`/ - � � I / A zj T - 71 1/4" 0 1 APCON _ 0 Z 1/4" MIN. z Z lEABED, 2/ ANGLE V o 1.500 j 500 fff MAX, MAX. _4 CONCRE OR MAX GROUP-FILLER BLOCK MULLION 2x2xI/8" t.J 7 ALUM. ANGL[ Ac,- • . 2 m5w 2.000 MIN. =a a, r T" F- It 14 S.M.S. 2/ ANGLE � . � Do l � I Y 05 06-TRA-00 SCALE: A OUCH ANGLE TO MISS _GE DESCRIPTION: ": A MARBLE SI LL OR TRIM, MU1,00V � CLIP 3/16 0 TYCON ALJ • C PRECAST 1-1/2' MIN. EMBED T. JN • CONC. SILL (N(4SIEW FASTE•ERS RE :W, • • • • • • I/ ANGLE L OR ES • • I UJP