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WS-7-1534REPLACE WINDOWS WITH IMPACT WINDOWS 11 OPENINGS PasseV s Inspector Comments .0 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: May 03, 2011 Inspector: Bruhn, Norman Owner: POWELL, JEFFREY Job Address: 1501 NE 105 Street 1 -11 Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments May 04, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I nspection Number: INSP - 159123 Permit Number: WS -7 -07 -1534 I For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (786)286 -0107 Parcel Number 1122300530590 Page 1 of 1 BUILDING © 5, PERMIT APPLICATIO JUL 2 3 2007 FBC 2004 jQ BY: j It Permit Type (circl : Buildin Electrical Owner's Name (Fee Simple Titleholder) tG 4! 4 °�q f 6 / / / °S .fit` Owner's Address City A. s4 ores' State Pe... Tenant/Lessee Name r� Job Address (where the work is being done) /5 / 4/L / 0 .5' 5/ Cit Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # / 2 2- 3005 00 J O 5" f " Is Building Historically Designated YES NO 1( Contractor's Company Name Oil/? o f /BG i d ov Phone # 7 ea Z 6 b D 7 Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Submittal Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. VS I Permit Fee $ A/4 Master Permit No. Plumbing Mechanical Roofing AU.-e1/ Phone # 776 2 b Zip 3 Phone # A /i8' Phone # Value of Work For this Permit $ ." 0 0.0 Square / Linear Footage Of Work: J. Repair/Replace ❑ Demolition Type of Work: ❑Addition &Alter [New Describe ' rk: R C' f t• C e y � / �/i � M le o w S '' Lg• /1 ******* * * * * * ** * * * * ** * * * ** * * * ** * * * * * * ** *F *********** * * * * ** ** * * ** * * ** * * * * * * * ** ** * *** AID l CCF $ 4 ,2O CO /CC Notary $ Z E ' Training/Education Fee $ 1 AO Technology Fee $ .2..5 Scanning $ 15_ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ , Q� See Reverse side - * 9,„ -` 0�0 ■\\4)' X) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Bo i k 0 7 to G G' Mortgage Lender's Address 9' 0 w/ 2 ti City / State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowle ed before me t i Z j The foregoing instrument was acknowledged before me this day of Z1 y , 20D7 , by SA ..e e / (? f.(/.e.// day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 7/ ) Zip 33/3s Plans Examiner Engineer Zoning C:FW 2007R0734776 OR RECORDED 07/25/2007 This Instrum nt par By: J HARVEY RUVIHv CLERK. Name " / /Y 1.ASLJ L S Address g /,� / � n )•^ S sr //7 . Permit No. 1 5 7 - J J Yy C OF COUNTY OF 04rT*aN THE UNDERSI GNED 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. 5. Surety Name a. Name and address: 01 b. Amount of bond $ c. Phone number. 6. Lender a. Name and address: b. Phone number: NOTICE OF COMMENCEMENT 1. Description of property: (legal description of property, and street address if available) / 6 -4° / n 2. General description of improvement: i % 0 r- R.c i e .. Gd; h /j t./ vela c.C•h 3. a. NNamefaandaadd A d/ ,.� a. ame nd ddress: �� Q b. Interest in property: c. Name and address of fe simple titleholder (if other than owner): 4. Contractor: 13o / / Svc 4/ �� t a. Name and address° wyt-,� 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: � / fj� b. Phone number. C IP 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienot's Notice as provided In Section �/ 713.13(1)(b), Florida Statutes: /VOA/ € a. Name and address: b. Phone number. 9. Expiration date of no o f q encement (the expiration date is 1 year from the date of recording unless a different date Is specified) / 2 3 D WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatory's Title/Office The foreg�.,�Q Ins jment was acknowledged before me this day of T.4.. (year) by y l it I�GIWCl� ( (name of person) as (type of authority, ...e.g. officer, trustee, attomey in fact) for (name of party on behalf of whom Instrument was executed). g Print, Commi Personally Known _ or Produced Identif1cation Verification Pursuant to Section 92.625. Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and knowledge and belief. f • er or Owner's Authorized Officer /Director /Manager Si g'nyft •f N -'ural Person Signing Above . JTATE OF FLORIDA, COUNTY of DADE . HEREBY CERTIFY that this is a true copy of the ongifiled n this office on - • • day of J LA..J , AD20Q77 WITNESS my han HA R 111111111111111111111111111 11111 111111111 1111 BK 25805 Fs 011181 (1 p 9) • 11:04:k8 OF COURTv 11IAMI —GAGE COUHTYr FLORIDA Tax Folio No of Florida ed Name of Notary Public the facts stated i it are true to the best of d Official Seal. RK of Circuit nd Coun Courts \NS1 - 153 mmcmgv7 VILLAGE OF MIAMI SHORES EI JUL 3 2007 OWNER BUILDER DIS LOSURE STATEMENf Y: NAME: 6Q47 'ek G�c Lid,/ DATE: ADDRESS: /SDI fit /05 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 Initi 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initi 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. Initi 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 meIl the minimum code. , Initi 5. I understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate`any contract disputes. Initial 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 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this L day of (,�, �Y 20 D By TIY41 1 (/l/. Pre/ Cl y who was personally known to me or who has Produced there License or f . ! 'iva'5 1(C Z 5 S b as identification. ZONING DEPt nfe LDG 'DEPT W Wirga UBJEC:T TO COMI-L IANC AU4 EDEML STAT€ kND COUNTY J1UL.ES AND REG.ULATIQNS ! { 1 • • •' • • • • •• • ••• ••••• •••••• • •••••• • i •.; fe •••• ; • • ■•• • • • • • Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: 150/ /Y /o3' 54- Permit No. 07— r3 Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact Ji) or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No 5 /l 2 Y 0 ©5 - 0 " JA - ( +) PSF O PSF ( +) PSF 0 PSF Z. + • • • • 50i 2yo o - 0930 -0.7 •.. Y• •• y zYa .5 .... - 6.0 D 9e•es Pia 61-- 0/ .0 6Ca -o 9z6.06 7o 0 0.5" 6. 6- go x .7 • 0 •• •?r •••• C 56-D 2y .SERI( / ` - ofa .o o 70 q)(3.? • • • •• •••• rs $if 2Y CP S- 0430. o Irmumaptalma MillialVAIIIZIM: • q 0 ' . • V • • •� .•• • Se ..'e a yo bL -O 2y 11 70 . glottal; aritaaa xt •0 I- Poo / • / to ,6- 12 /2.d '/o 11 - . /2 N. 01? 90 S6 Yn /9 �• 7 • • • • • •• •• •• • ••• • • • • • • • • • • • • • • •• • •• •• ••• •• • • • • •• •• •• • • • • • • • • • • • • • • ••• • ••. • • . • • • •• ; • •• •• • • • • • • • ••• • • • • • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) • • • PRODUCT CONTROL DIVISION •• • • • NOTICE OF ACCEPT/.NCE:( y • • TRACO Security Windows & boo rs; InG • • • • • • 71 Progress Avenue Cranberry Township, PA 16066 SCOPE: 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.buildinecodeonline.com 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 area 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 ma mined ately '' revoke,, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to reymke 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. duct is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Series "Coastal -240" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 05 -TRA -0003, titled "Coastal -240 Single Hung Window Large Missile Impact Resistant ", sheets 1 through 3 of 3, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 01/13/03 with revision "2" on 12/21/05, signed and sealed by Frank L. Bennardo, 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 Cont of 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 folio *ed by the expiation date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be Bond inits entirety. INSPEC°PION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 1120.03 and consists of this page 1 and evidence pages E-1 and E -2 as well as the approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO NOA No 05 -0930.03 Expiration Date: March 17, 2008 Approval Date: March 2006 Page 1 • • • • • •• • • • •. • . ' • • • • • • • • ••• • • • • • • • • • • • • •.• • • • TRACO Secbrife'Wl'n'dows.1 I�s. Ines, • • • • • • • • • • • • NOTICE O PTANCE: EVIDENCE SUBMITTED A. DRAWINGS•• : : •'• :•.:•• • 1. Manufaet& 'sail c] Avings anti, sections. 2. Drawing go US=eltA- ,, titled "Coastal -240 Single Hung Window Large Missile Impact Resistant", Sheets 1 through 3 of 3, prepared by Frank L. Bennardo, P.E., dated 01/13/03 with revision "2" on 12/21/05, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test reports onl) 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 Resistance, per FBC 2411.3.2.1 and TAS 202794 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab. of South Florida, Test Report No. ATL- 0713.01 -99, dated 10/07/99, signed and sealed by William R. Mehner, P.E. and Henry Hatton, P.E. With addendum letter dated 2/23/00, signed and sealed by William R Menner, P.E. "Submitted under NOA# 02- 1120.03" . Test reports onl) 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 Resistance, per FBC 2411.3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-2313, dated July 22, 1999, signed and sealed by Jose D. Mitrani, P.E. "Submitted under NOA# 02- 1120.03" C. CALCULATIONS: 1. Revised Anchor calculations and structural analysis, prepared by Frank L. Bennardo, P.E. Consulting Engineer dated 09 /22/05, signed and sealed by Frank L. Bennardo, P.E. Complies with ASTM E 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Complian E -1' erminlo F. nzalez, P.E. r, Building Code Compliance Office NOA No 05- 0930.03 Expiration Date: March 17, 2008 Approval Date: March 23, 2006 ;». „. at , .,4, • • • • • •• •• • • • . • • • • • • .. • • • • • • • • • • • • • • • • • • TRACO Secufltvailinldd'ws &1 oers. Ins.• • • • • r • • • • • • • • • • . NOTICE OF•A;Cr€ `PTAIINC;j: EVIDENCE SUBMITTED E. MATERIAL CERTIMAlITO1NT> .. 1. Noticed A e ttct1Voc 04-1$11.01 issued to Elco Industries, Inc. for "Tapcon Concrete Anchors'' iaf ed03 /(19/06 expiring on 01/08/11. 2. Notice of Acceptance No. 03- 0421.02 issued to Solutia, Inc. for "Saflex HIG PVB Polyvinyl Butyral Interlayer" dated 01/08/04, expiring on 05/21/06. 3. Notice of Acceptance No. 05- 1208.02 issued to E. I. DuPont DeNemours for "Laminated Glass with Butacite® as Interlayer" dated 01/06/06, expiring on 12/11/10. E. STATEMENTS: 1. Statement letter of conformance and no financial interest 09 /02/05, signed and sealed by Frank L. Bennardo, P.E. G. OTHER 1. Notice of Acceptance No. 02 - 1120.03, issued to TRACO Security Windows k; Doors, Inc. for their Series "Coastal -240" Aluminum Single Hung Window = Impact Resistant, approved on 02/06/03 and expiring on 03/17/08. E -2 erminio F. Go ez, P.E. r, Building Code Compliance Office NOA No 05- 0930.03 Expiration Date: March 17, 2008 Approval Date: March 23, 2006 DESIGN LOAD CAPACITY (PSF) WINDOW DIMS. NUM OF ANCHORS 5/16' LAMINATED ANNEALED GLASS WIDTH HEIGHT LTOTALC4 01 a 4 E1T. ( +) INT. (-) 19 1/8" 4 2 62.0 ' 62.0 261/2" " 4 2 62.0 ' • 62.0 37" •4 2 62.0 62.0 53 1/8" 4 2 62.0 62.0 19 1/8" 4 2 - 62.0 62.0 26 1/2" 4 2 62.0 62.0 37" 38 -3/8° 4 2 62.0 62.0 531/8" 5 3 62.0 62.0 19 1/8" 6 2 62.0 62.0 26 1/2" 50-5/8' 6 2 62.0 62.0 37" 6 2 62.0 62.0 53 1/8" 7 3 62.0 62.0 19 1/8" 7 2 62.0 62.0 26 1/2" 7 2 62.0 62.0 37" 7 2 62.0 62.0 53 1/8" 7 3 62.0 62.0 19 1/8" 7 2 62.0 62.0 26 1/2' 7 2 62.0 62.0 37' 7 2 62.0 62.0 53 1/8" 8 4 62.0 62.0 19 1/8" 7 2 62.0 62.0 261/2" 7 2 62.0 62.0 37" 741/4' 7 2 62.0 62.0 53 1/4" 8 4 62.0 62.0 1 1 .4 TYPICAL ELEVATION 1/8° ANN. GLASS .090 INTERLAYER SAFLEX PV8 LAMINATED BY SOLUTIA' 1/8° ANN. GLASS SILIcONE DOW CORNING 1199 COASTAL -240 SINGLE HUNG WINDOW LARGE-MISSILE IMPACT RESISTANT a • 5/16' OVERALL LAM. ANN. GLASS 5/16° OVERALL LAM ANN GLASS LAMINATED BY 'GUARDIAN' LAMINATED BY'IEMPG 4.45' GLAZING OPTIONS 1/8" ANN. GLASS .090 INTERLAYER BUTACITE PVB MFG. BY 'DUPONT" 1/8' ANN. GLASS SILICONE DOW CORNING 1199 ' "MTG RAIL' INDICATES NUMBER OF ANCHORS AT HORIZONTAL MEETING RAD. ENDS AT IAMBS (EACH END) 0) 'TOTAL' INDICATES TOTAL NUMBER OF ANCHORS AT EACH IAMB (INCLUDES °MTG RAIL" ANCHORS) TYPICAL ANCHORS: 010 SMS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8° MIN. PENETRATION INTO WOOD 3/16" TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1.3/8' MIN. PENETRATION INTO WOOD 3/16 TAPCONS (BY ELCO) OR EQUN. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONG OR MASONRY SEALANTS: FRAME AND VENT CORNERS SEA1D WITH SCHNEE MOREHEAD 5504. GENERAL NOTES : 1. THE SYSTEM DESCRIBED HEREN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, HIGH VELOCITY HURRICANE ZONES, MIAMI -DADE COUNTY PROTOCOLS TAS 201, 202 & 203, AND ASTM E 1300 -98. 2. NO 33-1/3% INCREASE 1IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. • • • • 3. POSITIVE AND NEGATIVE DESIGN RES TED FOR • • • J • USE WITH THIS SYSTEM SHALL BED 7• it I.. ON A 30B- SPECIFIC BASIS IN ACCORDANCE WITH G G COT *! • • Y • • z 0', 4. THE SYSTEM DETAILED HEREIN HAS BEENTE5I PER MIAMI -DADS • • • 0 COUNTY PROTOCOLS TAS -201, TAS -202, &8AAIINAIII4REFERENCED IN (2 TEST REPORTS 50713.01 -99 BY AMERICAN TEST LAB (ATI.) & 42363 BY • FENESTRATION TESTING LABORATORY ( FTL).•4III1P1PLE UNITS MVS1 • BE INSTALLED USING MIAMI -DADE CO AW#OVED • • IYII•g STRUCTURAL MULLIONS. • • • 5. THE SYSTEM DETAILED HEREIN I5 GENPRit •b • • - NOT • • PROVIDE INFORMATION FOR A SPECIFICS ' CONDIROp15 • • DIFFERENT FROM THE CONDITIONS DETAIL H ❑' ' , A LICENSEE,' • • ENGINEER OR REGISTERED ARCHITECT SIE SITE SPECIFIC • DOCUMENTS FOR USE IN CONJUNCTION WITH THIS MCUMENT. • • •••• 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXIS$NG • STRUCTURE TO WITHSTAND SUPERIMPOSED WADE. WOOD BUCKS • • • (BY OTHERS) SHALL BE ANCHORED PROPT Y1 TR. RIPER LOADS TO THE EXISTING STRUCTURE. • • • • • • • 7. PANELS GLAZED WITH 5/16' LAMINATED GLASS (BY 'GUARDIAN' OR • • TEMPGIASS) ARE LARGE MISSILE IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 8. ANCHORS SHALL BE INSTALLED AS LISTED PER MANUFACTURER'S SPECIFICATIONS AND SPACED AS SHOWN HEREIN. ANCHOR EMBEDMENT TO BASE MATERIAL EXCLUDES STUCCO OR WALL DRESSING. 9. ALL STEED. IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. LARGE M1 1I F IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED p P.E\ 7 W , 1111 U a? o i2 05 -"FRA -0003 fAOH8CAI:e1 - 01550MP'IbR: ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANFISUPPLIER/REMARKS 1 050-130-572 2 1 - FRAME HEAD 6063-T6 - 2 050-00-308 - "%.1 -,, FRAME SILL 6063-76 - 3 050-00-586 - 2 FRAME IAMB 6063-75 - 4 051-00-571 1 VENT TOP 6063-T6 " 5 051-00-548 1 VENT BOTTOM 6063-T5 - 6 050-00-570 2 VENT SIDE 6063-76 - - 7 051-00-573 1 FIXED MEETING RAIL 6063-76 " 8 050-00-569 411176 GLASS STOP 6063-16 - .... 9 012-00-835 - ASREQD. FRAME ASSEMBLY SCREW 66 X 1 PHPH SMS 10 012-00-835 AS REQD. VENT ASSEMBLY SCREW 68 X 1° PHPH SMS 6 11 046-00-098 AS REQD. WSTRIPPING (FABRIC COATED FOAM) .., scaesa t LON .370 X .190 • 5° FROM eNowitinipAs 11141 12 046-16-102 12 SETTING BLOCK .10° X .30° X 1-5/8' LONG 13 - AS REQD, GLAZING COMPOUND SILICONE DOW 1199 14 007-10-016 2 ' SWEEP LOOC (AT 6-3/4' FROM ENDS) ZINC CAST mmeou.o : , • WINDOW COMPONENTS (5/8 BOX) 15 046-16-030 2 BLOCK AND TACKLE BALANCE 16 050-00-718 1 SNAP LATCH 3' LONG W/ SPRING 6063-T5 AT MID WI.TH..... • • • 17 046-00-010 AS RECIO- BULB YOWL ---O__ VHBORG •••• • 18 - - - - - • • 19 - - - • • - • • • • • 1 20 047-00-015 AS REQD. FIN SEAL PILE APIESBURAM160 EQUIV. 21 012-00-130 4 MTG. RAIL ASSEMBLY SCREW 610 X 1' 1911 OS • 1 1 0 WINDOW HEIGHT TYPICAL ANCHORS 005 0157. FOR SPACING 4r/PiCN. ANCHORS 560 0150. FOR SPACING 4 WOOD BUCKS (BY OTHERS), MUST SUSTAIN ALL LOADS IMPOSED BY GLAZING SYSTEM AND TMNSFER THEM TO THE BUILDING S1RUCTURE. , 1/4 MAX. SHIM 0.1. OPG. HEIGHT TYPICAL ANCHORS 585 9016. FOR SPACING IBY OR 213Y WOOD SUM ...nr,, , ii ft . . FAIII1M1■1•111 i li • 1 11 •.', ‘1111,1n1111 \\ ‘1%1Y111l1l co 0.1. 010. 0.1. 060. VENT WIDTH WINDOW WIDTH EXTERIOR TYPICALOCHORS•_, 508 9157. FOR VACINgb • 1/4° (699 • SHIM 9 IAMBS 111101111CTREVEND 03 ••• • • • • • • • • • • • • • • ••• • • • • • 4- 2458 .078 O FRAME HEAD 2.875 -� .062 TYP. I 1.875 1.485 1 ()BOTTOM VENT BOTTOM RAIL .082 TYP. .750 L © SASH SIDE RAIL 2.374 .062 TYP. - 1.281 1.750 --I 2.625 O FRAME LAMB 2.887 FRAME TOP CORNER FRAME BOTTOM CORNER VENT TOP CORNER VENT BOTTOM CORNER • • • • • •• •• • •••• • • ••• • 05 -TRA -0003 go • • ••• • •• •• • • • • • •• • ••••• • • • • • • • ••• • • • •• • •• • • • Jior,' d goilec •• • MIAMIDADE • ••• • ••• • ••■ • • • • • • • • • • • • • • • • • BUILDING CODE COMPLIANCE CIFCIIIE (BCC ®} • • • • ' • • • PRODUCT CONTROL DIVISION • • • 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 NOTICE OF ACCEPTANrE KTIO') • • ••• • • • • • • Traco Security Windows & Doors' • • • • 5100NW72" Miami, F133166 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 determinedby 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 "140 (242 - 542)" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. 02 -0175, titled "140 Aluminum Horizontal Sliding Window Large Missile ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/11/02 with revision on 8/27/02, signed and sealed by Kelvyn A. Whitfield, 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 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0124.01 Expiration Date: October 17, 2007 Approval Date: October 17, 2002 Page 1 3/10' H.S. MASS 1189 OR 09S 17" MAX. C.C. i ••- - -•I 13. 1/2" MAX. C.C. +— 32 7/8" -+ O.L. OPG. 1199 OR 908 881CONE EXTERIOR 1/8' H.S. 01A SS 1104 OR 998 SIIIOONE WINDOW WIDTH -•-- 32 3/4" --- D.L. OPG. fTL 3317 r 32 7/8" D.L. OPG. 1188 OR 998 SILICONE l/8' H.S. MASS 1199 OR 998 SUMS 6" MAX. FROM ENDS AT HAED /SILL 17" MAX. C.C. AT JAMBS 6" MAX. FROM ENDS AT JAMBS 1100 OR 995 SILICONE EXTERIOR DESIGN PRESSURE RATING WITH 7 \16' LAMINATED GLASS 3/16' H.S. .100 INNER LAYER SAF -GLASS 3/16' H.S, GLASS POSITIVE NEGATIVE 100,0 PSF 90.0 PSF WITH 3.678 HIGH SIB,. DESIGN PRESSURE RATING WITH 7 \16' LAMINATED GLASS 3/16' H.S. .100 INNER LAYER SAF -GLASS 3/16' HS. GLASS POSITIVE NEGATIVE 100,0 PSF 100.0 PSF WITH 4.660 HIGH SILL DESIGN PRESSURE RATING WITH 5 \16' LAMINATED GLASS 1/8' H.S, .090 INNER LAYER SAFLEX /KEEPSAFE 1 /8' RS, GLASS POSITIVE NEGATIVE 70,0 PSF 70.0 PSF DESIGN PRESSURE RATING WITH 7 \16' LAMINATED GLASS. . 3/16' ANN. .100 INNER LAYER SAF -GLASS 3/16' ANN, GLASS POSITIVE NEGATIVE 70,0 PSF 70,0 PSF KELVYN A. WHITFIELD MECHANICAL ENGINEER 1008 XS 118 HS- 10410 17" 88181 TEL (808) 980 -1880 PAX. (800) 800 -8840 • Smelts Damao. 5100 N.W. 72 H0. AVENUE MIAMI FLORIDA 33188 PHONE; (308) 801 -8090 SERIES: 140 ALUMINUM HORIZONT SLIDING WINDOT LARGE IASSILE • • I ODD NO.: 02 - 011 • • owa,•xO.1 mien, • bad: 02/11 /ofd • SCALE; N.T.t�. • •4110 • Iir4'2r: D. '.•' 1 Ina/8 e/lb/a te 0 i r!! 0 •� 1 VERTICAL CROSS SECTION 1/4 " -2 3/4' TAPCONS WITH A 1 1/4' MIN. EMBEDMENT. INTO CONCRETE SEE ELEVATIONS FOR SPACINGS. 1" X WOOD BUCK 3.870' STD SILL 0 w 1— z 4.880' 511.1. RISER 1/4"x 2 1/2" TAPCONS WITH A 1 1/4' MIN. EMBEDMENT INTO CONCRETE SEE ELEVATIONS FOR SPACINGS. KELVYN A. WHITFIELD MECHANICAL ENGINEER 1008 N.1 Ilear- IOAIOFLHIM TEL (808) 880 -1880 rat (806) see-9978 SeaseityWhallows Dooming. 8100 N.W. 72 ND. AVENUE MIAMI FLORIDA 33188 PHONE: (308) 801 -8200 - KELVYN A. WHITFIELD . MECH. ENGINEER. FLA. PE # !I tt( 0 ? SERIES: 140 =RIM HORIZONTAL SLDJIIQO OTF LARGE • JO! • •••• • ••••••••• N .1 08 -0171 • • • • • • D!0 NO.: 02-0178 • • i • • • wiai. 02/11/02 • L. • • VC:REV N.T.80 • • • •• • • V% BY: 0.32 • • � • Fi 2 �F � • • • •• .• •• �•••• • 1 yJ ONS DESCRIPTION • • . . �D. Dtre •••• • e •••• • • i 1 #Y2we a>3 112 CODNIT RS •••: • VOA A8 P55 DADR iota up. 1 /4' -2 1/2* TAPCONS WITH A 1 1/4" MIN. EMBEDMENT INTO CONC. SEE ELEVATIONS FOR SPACINGS, x WOOD BUCK 1/e MAX. SHIM SPACE INTERIOR VENT WIDTH VENT WIDTH 1/4" MAX. SHIM SPACE 1/4 " -2 1/2" TAPCONS WITH A 1 1/4" MIN. EMBEDMENT INTO CONC. SEE ELEVATIONS FOR SPACINGS. 0' • 1" X WOOD BUCK KELVYN A. WHITFIELD MECHANICAL ENGINEER 1009 713 118 02— NI UD FL 88180 TEL (sob) Beg - 11510 FAX. (806) 898-8272 rf7•1'I1]t1/J�/ll� r Seooi14%dowm dtDa•e,I%. 6100 N UE NIIINIFLORIDA 8.7188 PHONE: (308) 881 -8900 SERIES: 140 AL1flITNUIL HORIZONTAL SLIDING WINDOW LARGE jaz%5 LE :04 NO.: 08— b1.10. • • • I�1fOsNO.: 02•G116 • "led: 02/11/02 • • • • " • • %W E: N.T.B. • • 8 ... • DWG► HY: D2M • • • • • • • • • B • HP • 1HT 8 Cr e . ; • . • • REAIONS DEECRf'TION • • ,, 1 • /P8/E A8!'1g1Do tou8T4 E➢p. I a art As gcp,us rpm 1St • • •• KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # 2 140 Approved IN rar a 1 I78lbe 02 NO /.P 2 l Hilt . D.B* Calm B; • •• ••• • • • b •• • I6• • • • • ••• • • • ••• • ••• • •• • • •• • • • • • • • • • • ... • • • ••• • • KELVYN A. WHITFIELD MECHANICAL ENGINEER 1008 Na 118 et— ma¢ 15. 58151 TEL (305) 888 - 12sa TAX. (805) 885 - 0975 • 2.816 ► 1.266 2,962 1 0.289 i -4 4.185 3.679 '� ��7.�� SeaNt, D00e,im. 5100 N.M. 74 NO. AVENUE MINA FlOR�G 3155 PHONE: (305) 591 - 5900 2,911 0.127 1.138 --� I t 0.070 0.759 0.063TYP —•� 1.0 75 t I V 1,297 2.404 1.58E -.. -1.802 -; 2,816 0.063TYP, 2,816 1 0.422(2) Rte: 140 ALUMINUM HORIZONTAL BLIDLNG 1nNDON LARGE MORE • --6. F.- 0,079 0.070 1,772 � • ' • •, SILL TRACK INSERT(SEG 050 -739) 1 .1143441' 2.848 Jo•NO.: 02- 01!9 ' -- . • (SEG 050 -572) 0.444 FRAME JAMS 2.658 ► •91fG.•NO.i 08 �� : 08/11/00 .' :• • T198/11/00 FR HEAD(SEG 050 -757) MAIN FRAME SILL(SEG 050 -737) • SCA h N.T.g. • a• g. 9Y: D31 •••• •e 4 OF 5. •A • iRSIONS DE §CI!TION • ! RE ••••■ • ' 0.277 A •1(0, • r18 • .. • • • e • 1 x,/88/8 A9 113 iiii C0(8YY! Rip • ...._1.709--..- I-0-- 0.079 • • S/ 1/8 AS vex PADS 050114! 14. • 0.966 - H • • • - 0.984 KELVYN A. WHITFIELD MECH, ENGINEER. FLA. PE # 24140 g /27(02 lift' 3,311 2,296 i 2.161 0 i 0.886— 8296 1.350 1.5 � 1.585 0,101 Appswed r ee•pgh9•t6 60 O NO 'f Iim:Nr.i MM•• ei . 0'7" s y .... L, 0 � ^ Owe 0.791 1 0,874 °.- 11 -:1--- JAMS ADAPTER(SEG 050 -741) SILL ADAPTER (SEG 050 -738) SILL WINDLOAD ADAPTER (SEG 050 -740) •• • • •• • • • • • • • • • • ... • • • ••• • • ITEM# 1 2 3 4 5 8 DESCRIPTION FRAME HEAD GLAZING BD. SASH TOP & BOTTOM RAIL MAIN FRAME SILL SILL ADAPTER SILL TRACK INSERT 7 SILL W1NDLOAD ADAPTER 8 FRAME JAMB 9 JAM ADAPTER 10 SASH SIDE RAIL 11 SASH MEETING RAIL 12 FIXED MEETING RAIL 13 FLAT BAR 14 WHEEL HOUSING 15 WHEEL 16 DOWEL PIN 17 W STRIPPING (at lash 8 k T roB 18 SWEEP LATCH 19 W'STRIPPING 20 SCREW ® MEETING RAILS 21 WEEP COVERS 22 FRAME ASSEMBLY SCREW 23 MEETING RAIL ASSEMBLY SCREW 24 SASH ASSEMBLY SCREW 25 SWEEP LATCH SCREW 28 WINDLOAD ADAPTER SCREW 27 SEAM SEALER(at frame, at sash) 28 SILICONE SEALANT(at fed., at eaeh) 29 GIAZINC BEM GASKET ( Vr 30 SETTING BLOCK 31 BUMPON SPACER 32 1/4 "— 2 3/4" & 2 1/2" 33 SILL RISER BILL OF MATERIALS PART NUM. 050 -757 050 -759 050 -570 050 -737 050 -738 050 -739 050 -740 050 -572 050 -741 051 -742 051 -571 051 -573 050 -004 014 -005 014 -044 .750 DIA. NAT. ACETAL 015 -041 047 - 014 007 -018 047 -014 000 -000 ALLOY/TEMP 8083 —T5 8083 —T5 8083 —T5 8083 —T5 8083 —T5 8083 —T5 8083 —T5 6063 —T5 6083 —T5 60133 —T5 8083 —T5 6063 —T5 FIN —SEAL .360 X .187 BACK FIN —SEAL SEG -757 MILL FINISH SEG -749 MILL FINISH SEG -570 MILL FINISH SEG -737 MILL FINISH SEC -738 MILL FINISH SEG -739 MILL FINISH 050 -740 MILL FINISH SEG -572 MILL FINISH SEG -741 MILL FINISH SEG -742 MILL FINISH SEG -571 SEG -573 3/16' X WHITE COMMENTS MILL FINISH MILL FINISH 1" .150 DIA. X .550, BRASS .380 X .187 BACK #10 X 2.000,PhPH SMS #8 X 1.000,PhPH SMS f10 X 1.000,PhPH SMS $ 8 X 1.000,PhPH SMS 012 -830 STAINLES STEEL #8 X .750, PhPH SMS, SS 000 -000 STAINLES STEEL 4 PER CLIP SAME AS INSTk MRS - - -- SM 5504 014 -063 012 -835 012 -130 012 -835 024 -019 024 - 043 048 -014 048 -103 014 -049 DOW 1199 OR 995 W'STP.,BULB VINYL WV -3134, BKL. WV8848 SANTOPRENE ---- .150, SJ -53013, CLR TAPO LSEE ELEV. FOR SPEC. LENGMH .0321HK, x 4.8 SHL BREAK METAL 1,335 2.091 2.320 0.046TYP O.OBB 0.723 SASH MEETING RAIL (SEG 051 -571) 0,158 0.844 0.839 0,056 GLAZING BEAD (SEG 050 -759) — ►1 1+ -- 0,088 MEETING RAIL (SEG 051 -573) 1454 1.335 0.927 n a, 2.320 0,844 H 0,088 f SASH SIDE RAIL(SEG 051 -742) 1,054 0--1.688 E 0,088 0. 10TYP. SASH TOP 8c BOTTOM RAIL(SEG 050 -570) sb RO.• del 6/213/2 AS PBDeMPC011N1'fY A� AS Piff0.10 l:ONiY set KELVYN A. WHITFIELD MECHANICAL ENGINEER le• 1008 XI 118 P1- IMO FL 88181 21 (808) 888 -1880 FAX. (806) 698 -8878 0.722 • Sear* Windom &Doale,te9. T 5100 N.W. 72 ND. AVENUE I } MAW FLORIDA 33145 PHONE: (305) 501 -8820 BERM; 140 ALUMINUM H0RI20RTAL SLIDING WINDOW LARGE. 81!9'9 0000 datl' 40.: 00 -0178 E -0175• • .. X 11 /02 •DW e • 10l1 • 40 _4 0000 0 R0. • 1 •ff T.5.• • • DAIS • •- eao •8• • S DESC 1PTION IOLVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # 414 6 8 0/ Approved usemplpWB 10425 Ne MI/ • tit OZ • N• • • • • • • • •• • • •• • ••• • •• • •• ••• • • • ••• • ••• • MIAMI COUNTY • • ••• • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• • •• • •• • • • • •• • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • • • • • • • •. • • • • • ••• • ••• • • • • • • • • • • • • • •.• • NOTICE OF ACCEPTANCE 145 r: 'RAC) 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 -Dade County Product Control Division (In Miami Dade County) and/or the AHJ On areas other than Miami Dade County) resetve;thwright tb 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 "140(248)" Aluminum Sliding Glass Door - L.M.I. APPROVAL DOCUMENT: Drawing No.W01 -59, titled "Series 140 (248) Aluminum Sliding Glass Door", sheets 1 through 5 of 5, dated 08/30/01 with revision "C" dated 05/22106, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control ReeisIoistanip '' ' 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 hi 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- 0201.03 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. • • • • • • ••• •• J /(0/ #1 LbcZ ML4MI -DADE COUNTY, FLORIDA METRO -DADE FLAGIER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305).375 -2908 www.buildingcodeonline.com • j ay NOA Ne 06. -0?26 06 Expiration Date: Januar3 24, 2012 Approval Date: December 28, 2006 Page 1 F. TRACO • • • - •• •• • • • • • • • • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • ••• • ••• • • ••• • • •• • • • • • • • • • NOTICE Off' itCCEPT.4NCJ E'{IIDNCE SUBMITTED • • ••• • • • A. DRAWINGS 1. Manufacturer's die didwYn4s aid sections • • • 2. Drawing No W01 -50:S iegts;l ihirtige of 5,:titled "Series 140 (248) Aluminum Sliding Glass Door"; preparedby APFfifo'ocf Corporation, dated 08/30/01 with revision A dated 05/22/06, 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 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Certified Testing Laboratories, Test Report No. CTLA -6$2W dated 07/25/01, signed and sealed by Ramesh C. Patel, P.E. "Submitted under NOA# 06- 0201.06" CALCULATIONS 1. Revised Anchor verification calculations, complying with FBC -2004, dated 05/24/06, prepared by AL- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 - 98/02 "Submitted under NOA# 06-0201.06" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06, issued to Solutia Inc. for their "Saflex IIIG PVB Interlayer ", approved on 05/05/06 and expiring on 05/21/11. E -1 STATEMENTS 1. Statements of compliance and financial interest, prepared by Al Farooq Corporation, dated 07/25/05 and signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter fjrom.the consultant, dated 05/31/06, stating that the product is in coMplioce. with the Florida Building Code (FBC). 2. Notice of Acceptance No. 06- 0201.03, issued to Traco Security Windows & Doors, for Series 140 (248) Aluminum Sliding Glass Door Impact, dated 01/24/02 and expiring on 01/24/07. Jaime D. Gascon, ef, Product Control Division NOA No 06 -0926.06 Expiration Date: January 24, 2012 Approval Date: Decennr2$, 2006 - LARGE MISSTA IMPACT RESISTANT DOORS SHUTTERS NOT REQUIRED 7/18" LAMINATED GLASS N 1 DOOR HEIGHT DESIGN LOAD - PSF EXT. ( +) INT. (-) FE/8. FT" 2/6 65.0 65.0 3/0 85.0 65.0 3/6 6/8 85.0 65.0 4/0 65.0 65.0 4/6 65.0 65.0 2/8 rte 1/2' MAX. 65.0 65.0 3/0. 65.0 65.0 3/6 8/0 65.0 85.0 4/0 60.0 60.0 .;e 143 7/8" MAX OX OR XO TYPICAL ELFVATION TESTED UN 4 APPROVFT) CONFIGURATIONS oxo NOTE •••• • GLASS CAPACITIES ON THIS $HEEL PE •••• BASED ON ASTM E1300 -98 460 SEC, WIND) •• • ••• • • • • •• •• •• • • • • • •• • •• • • • • • •• • • •• • • • • • • • • ••• • • • •••• • • • NOTES: •• • ••• • TMs PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • REQUIREMEMS OF THE FLORIDA BUILDING CODE 2004 EDITION (REV. 2005) INCLUDING HIGH VELOCITY 60RE NOt ZONE (Min WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL 88 BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DE9GN OF ANCHORS INTO WOOD ONLY. AU. STEEL IN CONTACT WRH ALUMINUM TO BE PAINTED OR PLATED. I ! • • a •••• • • • Ltt vi 6 .... i • I • 1 1t i ... drawing no. W01 -9 sheet 1 of. 5 • • • • DOOR TVIDTH AT INTERUTarTHAGAL 20' MAX. 1 I OF PANELS HEAD/SILL CORNERS ° - ' FTT AT HEAD /S AD (EXTERIOR) 96 >0 'XVII .9 /l 99 1H913H '13M/d vie 0 r 'WO TO I L rte 1/2' MAX. _ .— ® Gza AT INTERLOCK TOP & OR OM. ® cs, AT IDSN1 �M (EXTERIOR) 49 1/4' MAX. 42 DL OPG. 48 1/2' MAX. PANEL WIDTH 48 1/2" MAX. PANEL WIDTH .;e 143 7/8" MAX OX OR XO TYPICAL ELFVATION TESTED UN 4 APPROVFT) CONFIGURATIONS oxo NOTE •••• • GLASS CAPACITIES ON THIS $HEEL PE •••• BASED ON ASTM E1300 -98 460 SEC, WIND) •• • ••• • • • • •• •• •• • • • • • •• • •• • • • • • •• • • •• • • • • • • • • ••• • • • •••• • • • NOTES: •• • ••• • TMs PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • REQUIREMEMS OF THE FLORIDA BUILDING CODE 2004 EDITION (REV. 2005) INCLUDING HIGH VELOCITY 60RE NOt ZONE (Min WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL 88 BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DE9GN OF ANCHORS INTO WOOD ONLY. AU. STEEL IN CONTACT WRH ALUMINUM TO BE PAINTED OR PLATED. I ! • • a •••• • • • Ltt vi 6 .... i • I • 1 1t i ... drawing no. W01 -9 sheet 1 of. 5 • • • • se • 1' DRAN NOTCH AT EACH END TYPICAL ANCHORS IN PAIRS AT r FROM CORNERS AND 20' O.C. MAX. SPACING MIAMI —DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 4 I S 314'. MIN° ATTACHMENT TO CONCRETE ATTACHMENT TO ALUM OR STEEL TYPICAL ANCHORS IN PAIRS AT 6° FROM CORNERS AND 20 O.C. MAX SPACING GLAZING COMPOUND SUCONE DOW 1199 TYPICAL ANCHORS IN PAIRS AT 6' FROM CORNERS AND 20 O.C. MAX SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TRACO SECURITY MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR 1PACU • • (AT FRAME MEMBERS) • • • 3/16 TAPCONS • INTO 2BY WOOD BUCKS OR WOOD STRUCILINGS• • 1-1/2" MIN. PENETRATION INTO WOOD • • • • THRU 1 BY BUCKS INTO CONC. OR MAS011 • • 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY • • • • 1 -1 /4 MIN. EMBED INTO CONC. OR MAMNR? • • • INTO CUP ANGLES ITEM NO. 21 USE 14• 13I 1 PCONS • SAME EMBEDMENTS AS ABOVE • • • • • • 1/4. TFKS OR SFI F CRP I IND SCREWS • • ..... INTO METAL STRUCTURES • • • DIttL : 12 GA. MIN. (Fy = 36 KSI MIN.) • ALUMINUM : 1/8° THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2 MIN. INTO WOOD STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 1/2° MIN. $ • • •;w ".ig •••• . 4 TYPICAL ANCHORS IN PAIRS 06- FROM CORNERS AND le O.C. MAX. SPACING 1/e WI. SHIM Al212161121L10271121:1E 1111....MIrm111= TYPICAL ANCHORS IN PAIRS 0 r FROM CORNERS AND le O.C. MAX. SPACING AUSCHMEMLULMEMSERIXIM STEEL OR ALUMINUM EXTERIOR DOOR WIDTH PANEL KITH D.L. OPO. •-• -11:Gq.0tammosm5amgm AT HEAD & SILL TAPCONS •••• 1-1/2 0.C. KIM • 2/ CLIP TYP. •••• • • • • • • • • • • • • 41I" • • • • • • • • • • • • • • • • • TYPICAL ANCHORS IN PAIRS . • 0 Ir FROM CORNERS • • AND le O.C. MAX. SPACING • • • • • • • • • v 0 6 0 aran rio. W-59 (8heet 5 • 4' 4 ITEM NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 #39.I3 TANDEM WHEEL ASSEMBLY 19 20 1/4 X 1-1/2* REINFORCING BAR 21 22 23 24 25 26 27 28 29 30 31 32 33 34 PART NUMBER 050-392 050-111 050-393 051-354 051-359 050-357 051-358 050-483 051-421 050-431 050-004 050-299 045-010 046-103 037-00-015 008-004 050-049 047-014 045-015 046-030 SEG 012-130 050-749 050-752 QUANTITY t AS REGD. AS REGD. 2 AS REQD. 1/ PANEL 1/ PANEL 1 2/CORNER AS REQD. 1/CORNER AS REQD. 2/ MOV. PANEL 4 8 OPTIONAL AS REGD. AS REGD. 4/PANEL 4/PANEL 4. DESCRIPTION HEAD TRACK JAMB LOCK STILE. INTERLOCK JAMB STU ASRAGAL SRLE TOP RAIL BOTTOM RAIL COVER ReAD/trizzsmoLo FILLER FRAME ASSEMBLY SCREW FILLER TRDA PANEL ASSEMBLY SCREIV VW. (7/18- GLASS) SETTING BLOCK (.100 X .300) I. x X 3/16- X 5 LONG AbIGLE 1" x x va" X 3-1/Y LONG ANGLE INTERIOR PUU. W/ NIGHT LATCH ADAPTER (7/16" GLASS) MATERIAL 6063—T6 6083—T6 6063—T8 6083—T8 6053-76 6063—T8 6063—T6 6083—T6 81383-113 6083-78 6063—T5 ST. STEEL 6063—T5 ST. STEEL VINYL SANTOPRENE ST. STEEL STEEL (CRS) 6063-76 6083—T8 DIM ZAIAAK SOFT VINYL SOFT VINYL 6063—T6 6063—T5 6063—T5 MANF./SUPPLIER/REMARES 10 X 1 PHPH SMS OPTIONAL #10 X 1 PHPH SMS • W-3134 WV-5848 TRUTH, AT EACH END .me. FULL LENGTH • • 0— • • • IT or v, • SO • 000 0 1400 SERIES MARI MOUNTED LOCK SET • - • • •• • • • • 11••• ULTRAFAB #3036 • • • • • • SCREEN WOOLPILE (FIN SEAL TYPE) • • 1W-2213 • • • • VN-2205 • • • • • FLAP WSTRIPPING (TOP RAIL) RAP V/STRIPPING (JNAB) ALUM REINFORCING GLAZING BEAD (7/18" MASS) • • • • • FULL LENGTH - • • • • • • • • • • • • • • • • • • • • • • • - • • •.• •• •. • • • • • • • • • • • • • • •.. • • • .•• •.. . • • • • • • • • • .• • • • • • • • • • • • • • •• • • ••• • ••• • ••• • • • • • • • BUIIDIING CODE COMPLIAANt g OF10E'(BCeo) • . . : • • PRODUCT CONTROL DIVISION. : :•• '.' '. • PILO liar MLAMI DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 www.buldinEcodeonline.com NOTICE OF ACCEPTALETCE (I OA.) TRACO Security Windows &'IOQo ijs,;C. : :. : • • . 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 -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 maw 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: Aluminum Tube Mullion (No Reinforcement) — L.M.L APPROVAL DOCUMENT: Drawing No. 06-TRA -0004, titled "Aluminum Tube Mullions ", 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 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 alter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMLNATION 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 manufarer or its distributors and shall be available for inspection at the job site at the request of the Building Official. ' as well This NOA revises and renews NOA # 01- 1218.01 and consists of this page page as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. •• • • • .. , •• NOA No. 06- 1212.05 Expiration Date: January 2, 2008 Approval Date: February 1, 2007 Page 1 • • . •. . . • . .. .. • . . .. .. • TRACO Security Windows & Dim :. : ' • . ...•••• ...• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • . • • ... • • • ... • • . • . • . • • • • • • • ••• • A. DRAWINGS ••• ••• •.. • . • 1. Manufacturer's die'drdwingsttl • sections' • . • 2. Drawing No 06-TRA -0004, Sheets 1 through 3 of 3, titled "Aluminum Tube Mullions ", dated 12/1 /06, Prepepd biF n •• • s, signed and sealed by Frank L. • Bennardo, P.E. • • .. • • • • • ... • . B. TESTS 202 -94 1. Test reports on: 1) Uniform Static Air Pressure Test, per of two mulled Aluminum along with marked -up drawings and installation diagram Report No. Sliding Glass Doors, prepared by Miami Testing Laboratory, Inc., Test Repo MTL- 16605, dated 12/07 /95, signed and sealed by David Gale Ober, P.E. (Submitted under previous NOA # 99- 0104.02) 2. Test reports on 1) Large Missile Impact Test per PA 201 -94 • 2) Cyclic Wind Pressure Loading per PA 203 -94 along with marked -up drawings and installation diagram of Laboratory, two mulled Aluminum Double Hung Windows, prepared by Fenestration Testing Inc., Test Report No.FTL -1350, dated 12/12/95, signed and sealed by Gilbert Diamond, P.E. (Submitted under previous NOA # 99- 0104.02) C. CALCULATIONS sis complying with FBC -2004, 1. Anchor verification calculations and structural analysis, dated 12/6 /06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, PE. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS prepared by Engineering Express, 1. Statement letter of conformance, dated 12/6/06, pr ep Y signed and sealed by Frank L. Bennardo, PE. 12/6/06, prepared by Engineering 2. Statement letter of no financial interest, P.E. Express, signed and sealed by Frank L Bernardo, 3. Statement letter from manufacturer stating that the product has not changed and requesting a One -Year Renewal to allow the time to perforverification dinator est, dated December 12, 2006, signed by John Heinlein, Traco Testing 4. Letter from laboratory confirming manufacturer has contracted and scheduled verification tests, issued by Farabaugh Engineering and Testing, Inc., dated 12/7/06, signed by Daniel Farabaugh, P.E., president. G. OTHER 1. Notice of Acceptance No. 01- 1218.01, issued to TRACO Security & Doors, Windows 01/ D o and Inc. for their Aluminum Tube Mullion (No Reinforcement), approv -' expiring on 01/2/07. , /i P.E. Product C ' ' ' xaminer NOA • 06- 1212.05 Expiration Date: January 2, 2008 Approval Date: February 1, 2007 E -1 1 1 }- 2.000 " • --j 2x4x1/8" ALUM TUBE 2x6x1/8" ALUM TUBE SEE WINDOW OR DOOR APPROVAL FOR FASTENER SIZES AND SPACING ALUMINUM TUBE MULLIONS LARGE MISSILE IMPACT RESISTANT 2 000° 3.000" 4.000" TYPICAL GLAZING PRODUCT 1x2x1/8" ALUM. TUBE 1x3x1/16x1/8" ALUM. TUBE 1x4x1/16x5/32° ALUM. TUBE 0 0 © TYPICAL MULLIONS SUPPORTING FENESTRATION PRODUCTS HORIZONTAL OR VERTICAL INSTALLATION GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, FOR USE WITHIN THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 203 AND THE 2000 ALUMINUM DESIGN MANUAL •••• • • 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS A EN Mgt IN THE • • • • DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR CB1,1.6TIAVEN USED • • FOR WOOD ANCHOR DESIGN. • • 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATENFOR USE WITH • • THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 10B••TE9IMMEIRSIS IN • ACCORDANCE WITH THE GOVERNING CODE. •••• • • • 4. THE SYSTEM DETAILED HEREIN I5 GENERIC AND DOES` T gt '1DE • • • INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS E�I�IT FROM THE • • CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR ij6S$Fp �y • • • ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USi IN C�WUNCTI WITH THIS DOCUMENT. • • • • • • • • 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF Mt STRUCTURE • TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY THEM) BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE G STRU RE. •••• • • 6. A EXTRUSIONS SHALL BE 6063 -T5 ALUMINUM ALLDY, UN SNOTED • • • • All OTHERWISE. • • • • • • • • • •• 7. ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEET ALL APPLICABLE CODE REQUIREMENTS, e.g. WIND LOAD RESISTANCE, AIR & WATER INFILTRATION, FORCED ENTRY, SAFEGUARDS, ETC. 8. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. MULLIONS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 9. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT. VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS. 10. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 ICS!. 11. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. PRODUCT REVISED as compLeibg with t ,e FL.'MR &deka Code a 2T'LS Acceptime expiration Dam • FRANK L. BENNARDO, P.E., 6 PE0046549 • 7 •••• g. 2 • 06 -TRA -0004 Swr - I01 ?AG DESCRIRUONI MULLION SPAN TRIBUTARY SPAN __ 24' I 27 " 30" 33° I 38" 39" 42 • 45' 48' 81' 84' 57 144" 14.8 j 12.8 11.8 ! 109 1 -. - -� 1 - - - T - 138' 189 I 14.7 132 1 120 11.0 10.2 - - - - - - 132" 189 ! 18.8 18.1 13.7 12.8 11.6 10.8 10.1 - - - - 128° 212 18.8 17.0 I 15.4 14.1 13.0 12.1 11.3 10.6 - - ' - 120" 23.5 1 20.0 18.8 17.1 15.7 14.5 13.4 12.5 11.8 11.1 10.6 . - 114' 28.2 23.3 21.0 19.1 17.5 18.1 ' 15.0 14.0 13.1 12.3 11.7 11.0 108° 29.4 28.1 239 21.4 I 19.8 181 - 189 • 15.7 14.7 13.8 13.1 124 102 33.2 299 289 24.1 22.1 20.4 19.0 17.7 16.8 18.8 14.7 14.0 96' 37.7 1 33.5 302 27.4 25.1 232 21.6 20.1 18.9 17.7 15.8 16.9 90" 432 384 34.8 1 31.4 28.8 289 • 24.7 . 23.0 21.6 20.3 192 182 84" 80.0 44.4 40.0 I 38.3 33.3 30.7 , 289 28.8 25.0 23.5 222 21.0 78" 584 519 48.7. 42.4 38.9 359 33.3 31.1 282 27.5 26,9 24.8 72 69.0 513 552 502 48.0 42.5 38.4 38.8 34.5 326 303 20.1 68' 82.8 73.8 882 60.2 55.2 509 47.3 44.1 41.4 389 38.8 34.8 60' 100.9 89.7 80.8 73.4 67.3 621 57.7 63.8 509 47.8 449 42.5 64" 126.7 111.7 100.8 91.4 83.8 77.3 71.8 87.0 62.8 59.1 55.9 5229 42 140.0 140.0 128.4 1187 107.0 99.8 91.7 86.6 802 75.6 71.3 67.8 42 _ 1 140.0 140.0 140.0 130.2 1209 112.5 1059 89.8 94.0 89.1 38° 140.0 14 .0 140.0 140.0 140.0 140.0 1409 140.0 136.9 1293 122.4 30' 140.0 140.0 140.0 140.0 140.0 140.0 I 140.0 140.0 140.0 140.0 140.0 140.0 MULIJON SPAN TRIBUTARY SPAN 24" i 27' 30" 33' • 36" 38' 42 48" 48" • 8r 54' 57' 80" 118 10.5 - - - - . - - - - - - 84' 14.6 12.9 11.6 10.5 - - - - - - - - 78` 18.1 18.1 14.5 13.1 12.0 11.1 10.3 - - - ' - - 72 23.0 1 20.4 18.4 18.7 18.3 14.1 13.1 12.3 11.5 10.8 102 - 68" 20.8 28.5 23.9 • 21.7 ' 19.9 18.4 17.0. 16.9 14.9 14.0 13.3 12.8 80' 39.7 35.3 31.8 28.9 289 24.4 ' 22.7 212 199 I 18.7 • 17.6 16.7 Sr 51.7 48.0 41.4 37.8 34.5 31.8 29.8 27.6 26.9 24.3 I 23.0 21.8 48" 65.9 66.0 52.7 47.5 43.9 40.5 37.6 38.1 329 ' 31.0 29.3 27.7 47 88.6 ! 77.0 69.3 , 83.0 57.7 83.3 499 48.2 43.3 40.8 36.5 38.8 38" 118.7 1059 85.0 ' 88.3 . 78.1 73.1 67.8 833 59.4 : 55.9 52.8 60.0 30" 140.0 ' 140.0 1372 124.8 114.4 108.8 58.0 919 85.8 , 80.7 762 722 MULLION SPAN TRIBUTARY SPAN 24" 27 30" 33" 38" I 38" 42" 4b" 48 '. 81' 84" 57 i 1 t1t 26.5 22.9 20.8 18.7 172 I 169 14.7 13.7 12.9 12.1 • 11.5 10.9 26,3 23.0 23.4 21.3 • 243 . 19.5 18.0 18.7 15.8 14.6 13.8 , 13.0 12.3 33.5 29.7 28.8 22.3 I 209 19.1 17.8 16.7 15.7 14.0 14.1 389 342 ' 30.8 28.0 25.6 23.7 22.0 20.5 19.2 18.1 17.1 • 182 120" 44.5 39.6 - 35.8 32.4 29.7 ; 27.4 28.4 23.8 22.3 21.0 19.8 18.8 114" 61.8 482 41.8 379 34.8 32.0 29.7 27.7 . 28.0 24.4 23.1 21.9 108" 882 51.7 48.6 42.3 38.8 1 35.8 332 31.0 29. 27.4 25.8 24.5 14.0 18.3 ' 85.4 58.1 82.3 _ 47.6 ' 43.8 402 37.4 ' 349 • 32.7 30.8 28.1 27.8 .102 p50" 74.1 66.8 592 63.9 49.4 45.6 42.3 I 399 37.0 349 32.9 312 i N44444 a "A3SSS t $44 '�g� 24.8 iniaRVOM u i;; ; ;; M 219 48.3 45.1 423 39.8 37.8 35.8 55.8 619 48.7 45.8 • 43.3 41.0 84.7 I 80.4 88.8 53.3 : 60.4 47.7 762 I 712 I 68.7 628 693 582 90.9 84.8. 78.5 74.8 70.7 87.0 109.9 I 1028 I 982 80.5 ( 85.5 ; 81.0 138.7 I 1287 f 118.8 1119 I 105.8 100.0 140.0 140.0 I 140.0 140.0 . ' 133.8 128.8 140.0 • 140.0 i 140.0 140.0 I 140.0 140.0 1480 I 140.0 1 140.0 140.0 I 140.0 ; 1409 140.0 I 140.0 I 1409 1409 i 140.0 ; 140.0 140.0 140.0 133.2 1249 1179 ,_ MUWON SPAN TRIBUTARY SPIN 34" • •27.4 30' 33" 36• 39' 42 48• 48° 81' 54" 67 •Ars :11.0 • •- - Tr - - - - - - - • 114" • 12.5 1 • 102 •� --• -•. - - - '-- - -" 109' 15.1 •13.4 46! 0 11.0 . 10.0 - - - - - -- +- 179 1.: • 14.3 1.0 1119 11.0 102 - - - 21.4 I 19.1 172 gi 1- 132 123 11.4 10.7 10.1 I - 25.5 • 229 20.8 • . ' •• ' • 7 15.9 14.7 13.7 12.9 121 11.4 10.8 • 29.8 •264 23.8 617.8 21.6 •. • 168 2L3 • 23.2 183 - 21.4 17.0 19.8 159 18.5 149 17.4 14.0 18.3 ' 132 15.4 129 14.6 34.7 830.99 • 41.0 0 38.5 • 32.8 * • I• 02194 S 252 23.4 21.9 209 19.3 182 17.3 49.2 7 '3 ' • . 32.8 30.3 28.1 282 24.8 23.1 219 20.7 _'," 1/171 .IC.>�r : 38. 342 31.9 30.0 282 28.6 262 54" • 74.5 85.2 • i , 54g • • ' 7 45.8 428 39.7 37.3 35.1 , 33.1 31.4 •4S•• • 95.0 84.5 76.0 69.1 83.4 889 54.3 587 479 1 44.7 42.2 40.0 47 • 125.1 . 1111 100.1 • SI S • • •8•4 77.0 71.5 88.7 828 I 58.9 I 559 52.7 .1490 1 4161.0 137.6 I ialg : i 1149 106.7 882 91.8 859 80.9 1 784 - 723 •30" 140.0 i •140.(1 140.0 I act) .0 1 ¶ 140.0 140.0 133.2 1249 1179 ,_ 111.0 1082 MULLION SPAN TRIBUTARY SPAN 24' 27 ' 30' 1 33" 38' 35 1 42 45° I 48" • 51• ; 84' ST [ 4 V OOW,L. Ig t k 4 a 1 O ilinmum 0 04444 00nan 1 2 1 DESIGN LOAD SCHEDULES 1. TABLES BELOW GIVE ALLOWABLE PRESSURES FOR EACH TUBE MULLION AT SPAN & TRIBUTARY DIMENSIONS SHOWN. 2. MULLION SPAN & TRIBUTARY SPAN ARE DEPICTED TO THE RIGHT. 1" x 3" x 1/16" x 1/8" TUBE MULLION • • • ••• • •• • • • 1" x 4" x tflt "•x 5/32" TUBE MULLION PRODUCT REVIEXD es wmpOkeg althea VW& Assnmezolle E/PWATIA Deft ANCHORS TYPE A, 5, OR C.� -` FENESTRATION PRODUCT 1 I r-VERTICAL MULLION FENESTRATION PRODUCT - ANCHORS TYPE A, 5, OR C �- -W1 W2 -4 "TRIBUTARY SPAN' W1 +W2 2 " x 4" x 1 TUBE MULLION 2" x 6" x 1/8" TUBE MULLION ANCHORS TYPE A, 8 OR C FENESTRATION PRODUCT FENESTRATION PRODUCT HORIZONTAL MULLION FENESTRATION PRODUCT }---- MULLION SPAN --1 ANCHORS TYPE A, B OR C FRANK L. BeNNA000, P.B.N 0 P00046549 1 1 06 -TRA -0004 swim 01 PAGE DBSORTPUONI • • • • • • • • • • • • 2x2x1/B° ALUM. ANGLE - #14 S.M.S 2/ ANGLE MULLION •• • • • • • ••• ANCHORS TYPE "A" •••• • MULLION • • • 2x2x1/8° • • ALUM. ANGLE 2 -5/8° LONG •• #14 S.M.S W/ 1 -1/2° MIN. EMBED INTO WOOD DANGLE • •• • • • • • 2x2x1/8° ALUM. ANGLE #14 S.M.S 2/ ANGLE MULLION ANCHORS TYPE "B" MULLION 2x2x1/8 ALUM. ANGLE 2 -5/8° LONG e #14 S.M.5 W/ 1 -1/2° MIN. EMBED INTO WOOD 2/ANGLE }--- }11/16" 1 MULLION CLIP . ALT. TO ANGLES FOR ALL ANCHOR TYPES • THIS CLIP SHALL FLOAT INSIDE MULLION (NO SIDE FASTENERS REQ'D) ANCHORS TYPE "C" ellL'UG'196dp: 2x2x1/8 ALUM. ANGLE #14 S.M.S 3/ ANGLE MULLION MULLION 2x2x1/8" ALUM. ANGLE 3 -5/8 LONG NOTCH WOOD BUCK TO ACCOMODATE CLIP ANGLE TO MASONRY 14 0 TAPCON . a 1 -1/4 MIN. EMBED 2/ ANGLE CONCRETE OR GROUT-FILLED .• n . BLOCK 14° 0 TAPCON 1 -1/4 MIN. 418ED, 2/ ANGLE moot= unqao t oomwa odds EloarylSca 11018 0 e 1 1 Is • 06 -TRA -0004 SCAL5 101 PAGE DESCRIPTION; I3 1 1 M1AM • • •• •• • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • e ••• • • • • ••• BUILDING CODE COMPLIANCE.AFFIC1y (Km • • 'I: PRODUCT CONTROL DIV4SfON.. • ' ; • • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANer (140A) ' • TRACO Security Windows A pgors Ind . ... 71 Progress Avenue •. • • • • Cranberry P ;0 • ' ' • ' • • • h' Townshi P� A•� � 6 • . SCOPE: • • • • •• • • 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.buldingcodeonline.com 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 AIIJ (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 PW1250 Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No.06 -TRA -0003, Sheets 1 through 3 of 3, titled "Series PW1250 Fixed Window," dated 11/30/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Revision stamp with the NOA 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: TRACO TRACO Security (TRACO) 71 Progress Avenue 2304 Silverdale Road 5100 N.W. 72 " Avenue Cranberry Township, PA 16066 Johnson City, TN 37601 Miami, FL 33166 and the following statement "Miami -Dade County Product Control Approved ". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 01- 0717.01 and consists of this page I and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 064211.08 Expiration Date: February 21, 2012 Approval Date: February 15, 2007 Page 1 t . . 41 • • . • • •• • . • ' • • TRACO Security Windows • A. NOTICE OF A.FCE$TANCE: EVIDENCE SUBMITTED • • . • • • . -• - -- •.. . .• • •• • • • •• • • • ••• • • •.• DRAWINGS 1. Manufacturers die drawings, and.%eIcti4I, 2. Drawing No 06= 1'14.0043 kiflea. "S es PW1250 Fixed Window" Sheets 1 through 3 of 3, dated 14�30fQ6 � � � p r d 6.E1ineering 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 -94 along with marked -up drawings and installation diagram of Series 1250 aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2757, dated 11/07/00, signed and sealed by Antonio Acevedo, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Engineering Express, dated 12/05/06, signed and sealed by Frank L. 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 DIG 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 02/21 /02 and expiring on 02/21/07. E -1 Manuel P.E. Product Con r i ' , er NOA No 11.08 Expiration Date: February 21, 2012 Approval Date: February 15,2007 FRAME HEIOHr ;FRAMEWIOTH 447014088 PER JAMB ALLOWABLE PRESSURES POSITIVE NEGATIVE 38° 1918' 24" 3 80.0 psf 80.0 psf 3 30' 3 80.0 psf 80.0 paf 80.0 psf 38" 3 79.8 pst 79.5 psf 74.8 pst 42 3 882 pst 882 par 80.0 psf 49' 3 69.7 par 69.7 psf 37' 84' 3 53.0 pat 63.0 pet 4 80° 3 47.7 pst 47.7 paf 6 66° 3 43.4 p8! 43.4 paf 80.0 psi 72" 3 39.8 pat 39.8 psf 4B' 831/8' 24° 4 80.0 psf 80.0 psf 191/8' 30• 4 80.0 paf 80.0 psf 6 38° 4 799 paf 79.6 pat 80.0 pst 42 4 682 paf 682 psf 80.0 pat 48• 4 65.7 pat 59.7 paf 80.0 psf 54• 4 53.0 pal 63.0 paf 24• 6 80.0 psi 80.0 parr 30" 5 80.0 paf 80.0 psf 38° 5 79.5 psf 79.5 paf 42 6 88.2 pa! 882 psf 72 24° 6 80.0 pat 609 pat 30° 8 BOA psf 80.0 psf 38° S 79.5 psf 79.5 psf 84' 24° 7 80.0 pal 80.0 paf ! 30' 7 80.0 pst 80.0 psf 98' 24• 8 80.0 paf 80.0 psf 108" 1 24• 9 80.0 psf 80.0 paf FRAME HEIGHT ' \ \ 'I II it II II II II I J L____J L II I II 11 II II I I b .o,.a _ _ 1 I 1 _ _ ; r 7/18' OVERALL LAMINATED GLASS 11 II -1 r- - - 1 I 1 I I J L____J I 1 1 II I • • I • I •• i __ Li* • r - • •••• • • • 11 • it fl . i i • II • I •• • I I I I L _ • I I • I • • 1 • • FRAME HEIGHT FRAME WIDTH 4NCHORS PER JAMB ALLOWABLE PRESSURES POSITIVE NEGATIVE 26* 1918' 3 80.0 pat 80.0psf 281? 3 80.0 paf 80.0 psf 3T 3 80.0 psf 80.C1 pat 6318' 3 74.8 pa! 74.8 pst 38 3B" 1918' 4 80A pat 80.0 psf 281/2 4 80.0 pat 80.0 paf 37' 4 80.0 pst 80.0 pat 531/8' 4 67.4 pal 87.4 pa! 80 BB' 181/6• 6 80.0 pat 80.0 psf 281? 5 80.0 psi 809 psf 37' 6 80.0 pst MO psf 831/8' 5 58.6 pet 68.6 psi 83' 191/8' 8 88.0 pal 80.0 psf 2812' 6 80.0 paf 80.0 psf 37' 6 80.0 pst 80.0 psi 741/4' 191/8' 7 80.0 pat 80.Opsf 2812' 7 80.0 pst 80.0 psf 37° 7 79.9 pal 769 pat 11 1 LL SCHEDULE "A" SERIES PW1250 ALUMINUM FIXED WINDOW DESIGN LOAD SCHEDULES SCHEDULE "B GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, FOR USE WITHIN THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM 01300 -98 STANDARDS. 2. NO 33.1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 30B- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN I5 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 SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 4. MULTIPLE UNITS MUST BE INSTALLED USING MIAMI -DADE COUNTY BCCO- APPROVED STRUCTURAL MULLIONS 5. ALL EXTRUSIONS SHALL BE 6063 -T5 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 6. UNITS GLAZED WITH 7/16' LAMINATED GLASS ARE LARGE MISSILE IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 7. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 8. ALL BOLTS & WASHERS SHALL BE ZINC COATED S I ttL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSL 9. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. LARGE MISSILE IMPACT RESISTANT SURFACE APPLIED FALSE MUNTINS OPTIONAL 1 3 l 37 FRAME WIDTH r MAx. AT I HEAD C) 1 1 TYPICAL ELEVATION 3/4' = 1' -0' TESTED UNIT L NOTE: WIDTHH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY AS SHOWN ABOVE. I16' MA% HEAL7/SILL CO •••• • • •••• ••• • • • •• • - •• • • • • • • • - •• •• • • •••• • •••• ••• • • • •• PRODUCT REVISED comP4loS with the Florida SiddkaCeds Arciplarns B 1 .I f IZ • i$ 6 g. eeeeee 06 -TRA -0003 80•L• 101 PAGE 088C BEINEMEIME 0 8 1 EXISTING HOST STRUCTURE 0 .4 C EXISTING HOST STRUCTURE ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING r vl • FRAME WIDTH 4 ..11 TYPICAL SECTION 6" • 1' -0° 0 1BY OR 28Y WOOD BUCK TYPICAL SECTION 6• •• 1' -0' METAL STRUCTURES (STEEL OR Ix OR 2x WOOD ALUM. 1/8 MIN. THICK) BUCK 2x W000 STEEL: Fy= 36 K5I MIN. ALUMINUM: 6063 -T5 MIN. 1/4" MAX SHIM L_ ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING 1/4° MAX SHIM 1/4" MAX SHIM ix OR 2x W000 BUCK (OPTIONAL) VERT SECT 1/4 MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING . 1 . 114 ° MAX SHIM - r HORIZ SECT 2BY WOOD BUCK ANCHORS PER ANCHOR SCHEDULE. SEETYPICAL ELEVATION FOR SPACING EMBED ix OR 2x WOOD BUCK (OPTIONAL) ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING EX ISTING HOST STRUCTURE ANCHOR SCHEDULE: THRU Ix WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY • 5/16 TAPCONS (BY ELCO, ITW OR EQUIV. ANCHOR HOLDING CURRENT N.O.A.) INTO 2x WOOD BUCKS OR WOOD STRUCTURE • 5/16' TAPCONS WITH 1 -318° MIN. WOOD PENETRATION. INTO MULLIONS OR METAL STRUCTURES • 5/16 METAL SCREWS • • ••••• 1. SEE TYPICAL ELEVATION & DESIGN LOAD SCHhJ Ft ANCHOR LOCATIONS AND /OR SPACING. • • • • • 2. ANCHORS SHALL LL • BE INSTALLED IN ACCOWV* DANOE WV • • • MANUFACTURERS' RECOMMENDATIONS. • 3. TAPCONS MAY BE MANUFACTURED BY ELCO d(l1%• • • • 4. ENSURE MINIMUM 2 -1/2° EDGE DISTANCE FOR1,611CHORS TO CONCRETE &TO HOLLOW BLOCK. EDGE DISTANCE && i 2 e c.tIjABIE• • FOR ANCHORS TO STEEL OR ALUMINUM. • • 5. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, • • • • ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL,*(411161 ),WOOD STUI= • (Le. 3/4' EDGE DISTANCE IS ACCEPTABLE FOR ANCHU SR T. WOOD • • FRAMING). . WOOD HOST STRUCTURE SHALL BE "SOUT =0.55 OR • • • • } GREATER DENSITY. • 7. MINIMUM EMBEDMENT SHALL BE AS NOTEC•IN AN�HOg SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, • • • • BRICK, AND OTHER WALL FINISHES. • • • • 8. WOOD BUCKS (8Y OTHERS) SHALL BE ANCAOREDD'RO➢ERLY TO •••• TRANSFER LOADS TO THE EXISTING STRUCTURE. • • • • I II • • • • ANCHOR NOTES: ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING 11/4" MAX SHIM SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. FRANK L BE , P.!& SCALE, ••• • ••• R. • •• • • ab :1 FS •stn wpp W � Q w E pAOM DESCRIPTION, EMI f ra f 06 -TRA -0003 101 ITEM NO. PART NUM QUANTITY DESCRIFITON MATERIAL MANF./SUPPLIER/REMARKS 1 050 -746 4 WINDOW FRAME ALUMINUM 6063 -75 2 050 -704 4 GLAZING STOP ALUMINUM 6063 -7"5 3 - AS REQ'D GLAZING SEALANT SILICONE - 4 - AS REQ'D SEALANT SCHNEE- MOREHEAD *5504 5 *8 X 1° 2/CORNER FRAME ASSEMBLY SCREWS CRS PH SMS 6 - AS REQ'D SETTING BLOCK (I/8 x 41 VINYL AT 18" FROM ENDS 7 - AS REQT) GLAZING SEALANT SILICONE G.E. RG57700 6 • • 1 s° 0.532° FRAME 0 1:1 (-- 0.788' —{ I 0 a. 0. • I 111. 0.050' 0.050' • • i ••• . • • • 4 25"_ • • • • • G N B I? 1) • • 1 •• ••• ••. ••• • • • • • • . • • . • • • • • • • • • • • • •• • • • ••• 2.539 2.007" • • • • • • • • • • • • •• •••• • • • • • • • •••• x 1/2 SETTING &COS (USE AS REQUIRED) GLAZING DETAIL 7/16" LAMINATED GLASS LARGE MISSILE IMPACT RESISTANT MATERIALS LIST 3/16° ANNEALED 15A55 0.090• IPNTERLOR0 541004105 PM 7,14• ANNEALED CRASS SILICONE SPAANT: SOIREE MOROIEAD HM04 \DR O.E. RG4lND NOTE: GLAZING MAY BE{AtlIN0TEO DUPONT OR SOWOA TYPICAL CORNER DETAIL MITERED301NT CONSTRUCTION PRODUCT tunas mecomplybesfibitenedis IAs FRANK L 505651 0, P.E. 0 0E0046549 LL w ww u 06 -TRA -0003 SCALE. . 101 P508 DSSCRIPIION: