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WS-08-1750
Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 790 NE 97 Street Miami Shores, FL 33138- 1132060142190 Block: Lot: SYLVIA LAURENT Owner Information SYLVIA LAURENT Address Contractor(s) Phone THE HOME DEPOT AT HOME SERVICI 954 -979 -2137 Cell Phone Type of Work: WINDOWS No of Openings: 15 Additional Info: IMPACT Classification: Residential I? � � sPZ��� MIAMI S HORES VILLAGE Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: 1 Amount $9.00 $3.00 $250.00 $9.00 $6.25 $277.25 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Friday, October 3, 2008 Parcel Number 790 NE 97 Street MIAMI SHORES FL 33138 -2526 Phone Total $ 0.00 $ 0.00 Payment Type: Amt Paid 1 Amt Due $ 000 I Expiration: 04/01/2009 Applicant Valuation: Total Sq Feet: Available Inspections: October 03, 2008 Date cell $ 15,000.00 0 Inspection Type: Final Shutters Window Door Attachment Final Shutter Attachment 1 trf' tr qvg—D n Via 1J OCT 3 7 2008 saysnera ereparso by: _ ',es Name Address Permit No. COUNTY OF STATE OF Piretal. 1111111 1111111111 111111111110111111111111111 caL2.008R0797717 OR OK 269 Ps 324of Cipg) AZ-- JR6 09/30/2008 11 :41 39 NOTIel CLERK OF COURT, MIAMI-DADE COUNTY, FLORIDA THE UNDERSIGNED hereby gives macabre Improvement will be made to certain real property, artd in accordance with tDe of property (legal description of property, and street address tYevalla) Attfillf SifOIZEls SeL 3 Ra. lo- al 1..1 1 1' 1- emc 479 2 General description of 'Mem/emelt t .)00),3 a. Owner hifoinedlun 4 a. Name and address: S A IkUJZO. / 110 F■YE C11 C1' b. interest in properly: c. Nerve and address of fee simple titleholder (if otter than owner): Chapter 713, Florida Stables, the folloMng Intel motion is provided In this Notice of Commencement tOontractor address: TCtE HtrrhE °war - Ot7rna 8tRui a. Name and b. Phone number: (04zz BPS bTztta e0 s-f A. To-n et_ 33G( 0 5Surely a. Nana and address. b. Amount of bond $ • Phone number. 6.4..ender 5. Noma and address: • Phone number ?:Persons within the State of Florida designated by Ovmer upon whom notices or other docurrents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone numben adcfrtion to himself, Owner designates the Section 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number besotted) n Signatory's The Mg was acknowledged before me the ? day of 5 (rem of person) as rity, ...e.g officer, trustee, attorney In fact) for whom Instrument was executed). person(s) to receive a copy Ode Uenors Notice as provided In 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date Is WARNING TO OWNER: ANY PAYMENTS MADE BY LE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FUDR, IDA STATUTES, AND CAN RESULT IN YOUR PAYING 1WCE 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 70 °STAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. IOP . Print Type Name 01 Notary Public Commission N Personally Known OT Produced Mentincateri YgdfigatI04 "gm25. zatig Under penalties of penury, I declare that I have read the forego and that the fads stated In it are true to the beat of my knowledge and belief 41 1, W" STATE OF FLORIDA, COUNTY OF HEREBY CERTIFY t,'%;: t;:,s rc • ong cf20 C.1 • _Um) IN 1 type of (name of party on • ga/tee.; S405„ "Z.. 33/3; Mi ISocrets tf-33t3R ir13 ORIGINAL t *t, Inspection Date: January 27, 2009 Inspector: Bruhn, Norman Owner: LAURENT, SYLVIA Job Address: 790 NE 97 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Building Department Comments January 26, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060142190 Phone: 954 - 979 -2137 Page 1 of 1 0 Passed Inspector Comments kb , &C&43 - ,/O - /0:1-0 Failed S /27� Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until t *t, Inspection Date: January 27, 2009 Inspector: Bruhn, Norman Owner: LAURENT, SYLVIA Job Address: 790 NE 97 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Building Department Comments January 26, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060142190 Phone: 954 - 979 -2137 Page 1 of 1 Inspection Date: January 29, 2009 Inspector: Bruhn, Norman Owner: LAURENT, SYLVIA Job Address: 790 NE 97 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Phone: 954 - 979 -2137 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone:. (305)795 -2204 Fax: (305)756 -8972 Inspector Comments Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement a moogoosit Phone Number Parcel Number 1132060142190 Miami Shores Village Building Department 1/4l0B 3t40-1361 10050 N.E.2nd Avenue, Miami. Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING 1° cEp s e�yN/y�4 Permit No. 0 °15.- PERMIT APPLICATION Di o Master Permit No. FBC 2004 B Y. Permit Type (circle): l' biiwl■waltika Roofing Owner's Name (Fee Simple Titleholder) s Y (A 1 - 0 U R t 1'37 Phone # 305 - Zz (- q ( (0 5 Owner's Address 1q0 OE. Q 9 'Hi ST. M 1k - , City ml /I'M 1 State 1 Zip 331 Tenant/Lessee Name 11 Phone # Job Address (where the work is being done) 190 kie 4.7111 S7 City Miami Shores Village County Miami -Dade Zip 33 M FOLIO / PARCEL # 1 1 3 20G -- 0( 4 — 2 q 0 Is Building Historically Designated YES NO Contractor's Company Name 1E (11E D * AT SCi'C01 c z,5 Phone # 954 -3 3(, -6a 1 Contractor's Address 6422 1 U ep S E-. A Cit TrAyr e State FlOe OA Zip 3 O Qualifier Name 8, 01(x. Phone # OS - 334 - a State Certificate or Registration No. CA C CA( 58 Certificate of Competency No. Architect/Engineer's Name (if applicable) lsilA Value of Work For this Permit $ Type of Work: ['Addition Describe Work: W (10 H i—( gad Notary $ Training/Education Fee $ y jAlteration ❑New Structural Review. $ I Li SEP MIAMI SHORES VILLAGE Phone # Square / Linear Footage Of Work: 32G ❑ Repair/Replace *, **** ** *, ** * * * *, * * *** *, *, *, * * * * * * * *, Fees* *, **** * *, ** ** * * ** * * * ** * * *** * ** ** * * * * ** * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC Technology Fee $ (a- S Total Fee Now Due $ See Reverse side - ❑ Demolition Scanning $ Radon $ DPBR $ Zoning $ Bond $ ,� , o , a ,'� Double Fee $ Bonding Company's Name (if applicable) 0l 6� Bonding Company's Address 1111 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 ermit and t :a1L Wyill be o !ett meet the standards of all laws regulating construction in this jurisdiction fled ifiat a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or teip The foregoing instrument was acknowledged before me this O day of 200 , by KFIJITTR sirtimy - who is personally known to me or who has produced F OL NOTARY P Sign: Print (Revised 02/08/06) LIC: APPLICATION APPROVED BY: d who did take an oath. M. MORALES 4 , MY COMMISSION # DD 66209a EXPIRES: April 11, 2011 e-`` Bonded Thru Budget Notary Services Signature Contractor The foregoing instrument was acknowledged before me this a5+ day of , 200j , by _11,1 S l E R(�tMtp1►`�l, 6ho is perso y axo to me or who has produced as identificat =gn who did gath. 4 , MY COMMISSION # DD 662098 P EXP IRES: April 11, 2011 ° • Bonded ThN Budget Notary Services NOTARY Sign: Print: P et 20--,—ALaj C: * 1.( OF My Commission Expires: _ , Zo( My Commission Expires: 614_ 20 i ********** * **************** ****************************** * **** *********** *** ** * * * * ** * * * * * * * *** * * * * * * * * * * sir ** Plans Examiner Engineer Zoning LIMITED POWER OF ATTORNEY • BE IT KNOWN, that ,5YL V ( "Principal ") has made and appointed, and by these presents does make and appoint THD At- Home S ces, Ipc, - d/b /a, The Home Depot At Home Services and/or its agent a 1 Star true 'and lawful Attorney -in -Fact for him/her and in his/her name, place and stead, for the following specific and limited purposes only: To execute any and all documents reasonably necessary, including without limitation any permit applications, for the sole, specific and limited purpose of obtaining a permit for home improvements on behalf of the homeowner(s) 5 e. V ( 444 g-ta7 and for the property located at: 710 igte 4A F' . 5 3! 8 ; giving and granting said Attorney -in -Fact, full power and authority to do and perform all and every act and thing whatsoever necessary to be done in and about the specific and limited premises (set out hereinabove) as fully, to all intents and purposes, as might or could be done if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that said attorney shall lawfully do or cause to be done by virtue hereof. SS WHEREOF, I have hereunto set my hand and seal this .Z day of I, ,dcwi- My commission expires: Permit Authorization 5 -20 -08 , 20 Signed, sealed and delivered in the presence of: Witness STATE OF ) ) COUNTY OF r ORIGINAL cipal , a Notary Public in and for the State of Florida, do h .y certify that 5 yet. Sri A astir , who is either ( ) personally known to me, o:.: "_ _ ho provided y, 1. 7 S7 10 1109 a as identification, appeared °; - fore me this day in person and acknowledged that he /she signed, sealed and delivered the said instrument as his/her free and voluntary authorized for the uses and purposes herein set forth. 2-7 day of under my , • s d and official seal 20 'c PAULA ARIAS :.� MY COMMISSION # DD 664196 EXPIRES: June 11, 2011 Bonded Thru tftuy PubIcUnderbrtftess blic Opening Location No Location Comer Zone or Interior Impact or Non Impact Window or Door PRODUCT ACCEPTANCE NUMBER Style PRODUCT APPROVAL APPROVED REQUIRED OPENING DESIGN PRESSURE MAXIMUM TESTED SIZE Rough Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED ( +) PSF ( -) PSF ( +) PSF ( -) PSF Wdth IN Height IN Wdth IN Height IN 1 5 Impact W 06- 0706.18 CASE 80.00 80.00 46.50 62.20 37 74 1/4 26 50 1 X 4 NO 2 5 Impact W 07- 0313.01 PW 100.00 62.30 46.50 62.20 60 54 60 50 1 X 4 NO 3 5 Impact W 06- 0706.18 CASE 80.00 80.00 46.50 62.20 37 74 1/4 26 50 1 X 4 NO 4 5 Impact W 07- 0124.01 SGW 70.00 70.00 46.50 62.20 111 63 35 50 N/A NO 5 5 Impact W 07- 0124.01 SGW 70.00 70.00 46.50 62.20 111 63 35 50 N/A NO 6 5 Impact W 06- 0706.18 CASE 80.00 80.00 46.50 62.20 37 741/4 35 50 N/A NO 7 5 Impact W 06- 0706.18 CASE 80.00 80.00 46.50 62.20 37 741/4 23 50 N/A NO 8 5 Impact W 07- 0124.01 SGW 70.00 70.00 46.50 62.20 111 63 34 34 N/A NO 5 Impact W 07- 0124.01 SGW 70.00 70.00 46.50 62.20 111 63 34 34 N/A NO 10 5 Impact W 07- 0124.01 SGW 70.00 70.00 46.50 62.20 111 63 35 50 N/A NO 11 5 Impact W 07- 0124.01 SGW 70.00 70.00 46.50 62.20 111 63 72 50 N/A NO 12 5 Impact W 07- 0124.01 SGW 70.00 70.00 46.50 62.20 111 63 72 36 N/A NO 13 5 Impact W 06- 0706.18 CASE 80.00 80.00 46.50 62.20 37 741/4 35 50 N/A NO 14 • 5 Impact W 07- 0124.01 SGW 70.00 70.00 46.50 62.20 111 63 35 50 N/A NO 15 5 Impact W 07- 0124.01 SGW 70.00 70.00 46.50 62.20 111 63 35 50 N/A NO Windows 6, 11 and 13 Egre,- i v,�w , , . / �v il7b.1� si i i � � ,` . F J 11:1 1�' I � J ' R ir Tni VED �� D I ••••••• • •• •• s.,, ! - 1 --- � Notes: S � ,.: ► ■rf» /I • • • • •• • b U L -' �4l Q 8 E S�MN�a.DOAR �p SL 4r2i.ii e • R C Ad : _, MENT SGW= SLIDER GLASS WIND. iiiis �P►�iWAVA1►(a i:"l'`ul�lyi- Pr:::1.7.13 EARD �� THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 3913204 STATE E AND COUNTY RULES AND REGULATIONS • 1 OF 1 • • ... ••• • • • • ••• • • • • • • • • • •.• • • • • • • • • • .• •• • • • . .• • • • .•• • NAME: • • • • •. • • Sylvia • ,7 5. 35 5 3ss CUSTOMER NAME L- x 3 Y • . . . . . X . . Mean Roof Height WINDOW DIAGRAM SHEET Mean Roof Height Roof Slope /3 6 •r• . • .• • •. • •.. • • 1. I. ,4_ ,! - • • • • • • i • • • • • •• • • • • • • • • • x •• •• •• • ti • • WiP4ing VYidth 53 • • • • • • • • • • • • • • ••• • • • st d 5 • • • • • . • Bui ding L.e JOB# 59'1320Y 127" 6 EG'eee • • Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 39.1 42.4 52.1 42.7 46.3 57.2 16 -20 41.5 45.0 55.4 45.4 49.2 60.8 21 -30 45.2 49.0 60.3 49.4 53.6 66.2 31 -40 48.1 52.1 64.1 52.5 57.0 70.3 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 51 -60 52.4 56.7 69.8 57.2 62.0 76.6 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER C ❑UNTIES Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 - 69.3 56.7 61.6 76.0 31 -40 . 55.2 59.8 73.6 60.3 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 51 -60 60.1 65.1 80.1 65.7 71.2 87.9 83.3 MONRDE COUNTY Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 '- a .. ,II X 0-15, 42.5 46.1 56.7 ' 46.5 50.4 (162.2 -- W20 45.2 48.9 60.2 . �" 21 -30 49.2 53.3 65.6 53.8 58.3 72.0 31 -40 - 52.3 56.6 69.7 57.1 62.0 76.5 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 51 -60 56.9 61.7 . . 67.5 83.3 MIAMI -DA E COUNTY ASCE 7 02 - WIND LOAD TABLES -140, 146, 150 mph - Exposure C - Enclosed Building with mean roof height less than or equal than 60 Feet WIND PRESSURES IN PSF 140 MPH VELOCITY •• • • • • • • • • • • • • • • ••• • • • • • • •. • • • • • ••• • • • WIND PRESSURES IN PSF 146 MPH VELOCITY GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS. WINDOWS AND DOORS APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-02 PUBLICATIONS. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category II Buildings - Tables 1.1 AND 6.5.5) 5- EXPOSURE C (Section 6.5.61 - Open Terrain with scattered obstructions with heiglA1es %Van:300 • • • • • 6- BUILDING CONSIDERED ENCLOSED - All glazing In the lower 60 ft shall be ImpatL resist t g1641ncCorprdjced' lth an Impact resistant covering. (Section 6.5.9 - Internal pressure GCp1=.18 - Table 6.7) • • • • • • • • • •• ••• •• • • • •• 7- BASIC WIND SPEED - V =140, 146,150 MPH 8- TOPOGRAPHIC FACTOR Kzt= 1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Facto,). • • • • • • • • • • • 10- TRIBUTARY AREA: 10 SQF • • • • • • • • • • • 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% olifie fle • roof laelght,I'ut not less3han tie larger of 4% of the least horizontal dimension or 3 ft. ' ' "' • ' ••• • • • • • • • • • • • • • •• •• ••• • • 4 z<h r8 Roof Stope Ch) MEAN ROOF `$N-1 HEIGHT \.,e csca a <= BWx or < = hx0.4 BW less or equal than BL a must not be less than a = 3 feet or a= 0.04 x BW WIND PRESSURES IN PSF 150 MPH VELOCITY EN6C4,rnc. Engineering Services - CA 8116 6971 W. SUNRISE BLVD. 104 PLANTATION - FLORIDA 33313 Tel: (954) 585 -0304 Fax: (954) 585 -0305 E -mail: Engco@AOL.com PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OUT SEAL 7/1 •• • • • • • • • • • • ••• • • •• • • • •• • • • • • •• • • 411 • • • • • • • • •• •• • • • • • • • • • • MIAMI'•D COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Traco Windows & Doors 71Progress Ave. 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 Prodaci t ontrol Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Comity) i�serve a Fr to have this product or material tested for quality assurance purposes. If this product or mgte tails tolgrfgrm in the accepted manner, the manufacturer will incur the expense of such testing and the .nay immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the fight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Div sioa that thin ps6dict 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 FF c iBuilding tPe, incl r 1000 Aluminum Caset$M$t'. Window ", Sheets 1 thru 3 of 3, prepared by Engineering Express, dated 06/19/06, with last revision on 113/06, signed by sealed by Frank L. Bennardo, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice _ a • - . „ _ , County Product duct Control Division .... • acturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 01- 0606.03, and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. OPENING # 1,3,6 -7,13 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 .... • • .... • • .... • • • • • NOA No 06- 0706.18 Expiration Date: January 10, 2011 Approval Date: November 30, 2006 Page 1 • • • • • • • • • • • • Traco Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 06-TRA -0002, titled "Series C1200 /1000 Aluminum Casement Window ", Sheets 1 thru 3 of 3, prepared by Engineering Express, dated 06 /19/06, with last revision on 10/19/06, signed by sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94. 3) Water Resistance Test, per FBC, TAS 202 -94. • • • • • 4) Forced Entry Resistance Test, per AAMA 1302.E "" 5) Large Missile Impact Test, per FBC, TAS 201 -94 • • . . • 6) Cyclic Wind Pressure Loading Test, per FBC, TAS.Z3 -94. . along with installation diagram of an XX configuration 74" wide by 50448" higji. . aluminum casement window glazed with 5/16" annealed Saflex IIIG prepared by* • • Fenestration Testing Laboratory report No. FTL -2794, dated January:29; 2001, cited, and sealed by Luis Antonio Figueredo, gueredo, P.E. • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94. : • : ...• 2) Uniform Load Static Air Pressure Test, per FBC :TA9S 02-94. • • • ' 3) Water Resistance Test, per FBC, TAS 202 -94. • • • . • • • • • 4) Forced Entry Resistance Test, per AAMA 1302.5. along with installation diagram of an XX configuration 74" wide by 63" high aluminum casement window glazed with 3/16" annealed glass, prepared by Fenestration Testing Laboratory report No. FTL -2886, dated November 27, 2000, signed and sealed by Jose Antonio Acevedo, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94. 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5. 5) Large Missile Impact Test, per SFBC, TAS 201 -94. 6) Cyclic Wind Pressure Loading Test, per FBC, TAS 203 -94. along with installation diagram of an X configuration 37" wide by 63" high aluminum casement window glazed with 5/16" annealed Saflex IIIG, prepared by Fenestration Testing Laboratory report No. FTL -2781, dated January 16, 2001, signed and sealed by Luis Antonio Figueredo, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94. 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Forced Entry Resistance Test, per • 1 E -1 Jaime D. Gasco P.E. Chief, Product Control Division NOA No 06-0706.18 Expiration Date: January 10, 2011 Approval Date: November 30, 2006 Traco Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED along with installation diagram of an X configuration 37" wide by 63" high aluminum casement window glazed with 1/4" annealed glass, prepared by Fenestration Testing Laboratory report No. FTL -2878, dated November 27, 2000, signed and sealed by Jose Antonio Acevedo, P.E. C. CALCULATIONS 1. Revised Anchor Calculations and, prepared by Frank L. Bennardo, P.E., and Consulting Engineer, dated 10/19/06, signed and sealed by Frank Bennardo, P.E. Complies with ASTM E1300 -02 No 1/3 stress increase used in anchors into masonry or steel substrate. • • • • • • D. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office. E. MATERIALS E -2 • Jaime D. Gascon, ' .E. Chief, Product Control Division NOA No 06-0706.18 Expiration Date: January 10, 2011 Approval Date: November 30, 2006 • • • •• • •••• • •••• • • • • • • • •••• •• • •• 1. Notice of Acceptance No. 06- 0216.06, issued to Solutia Inc. for "Sailed IG Cleptm• Colored Interlayer" dated 05/04/06, expiring on 05/21/112. •• • • • • • • • • • • • • •• F. STATEMENTS • • • • 1. Statement letter of no financial interest, dated 06/21/06, signed and soa1.d by Frank • • • • Bennardo, P.E. • • • 2. Statement letter of conformance, dated 06/15/06, signed and sealed by Frank Bennardo, P.E. G. OTHER 1. Letter from the consultant, dated 10/27/06, stating that the product is in compliance with Florida Building Code (FBC). FRAME WIDTH FRAME HEIGHT �AT ANCHORS ANOS PERNMB I HEAD/SILL ALLOWABLE (POS) PRESSURES (NEG) 19 1/8° 2 2 +80.0 psf -80.0 Psf 261/2° 26° 2 2 +80.0 psi' -80.0 psf 37 3 3 +80.O,psf -80.0 psf 19 1/8 3 1 2 +80.0 psf -80.0 psf 26 1/2° 38 3/8' 3 2 +80.0 psi` -80.0 psf 37° 4 2 +80.0 psf -80.0 psf 4 , : -: , . may ° 4 , Imal•••••`3■11 +80.0 psf -80.0 psf +80.0 pst -80.0 psf 26 1/2° 63° 5 3 +80.0 psf -80.0 psf 37° 6 3 +73.5 psf -73.5 psf 191/8° 26 1/2° 74 1/4° 5 1 3 +80.0 psf -80.0 psf 6 1 3 +62.2 pst -62.2 psf 1 1 1 SERIES C1200/1000 ALUMINUM CASEMENT WINDOW LARGE MISSILE IMPACT RESISTANT SURFACE APPLIED FALSE MUNTINS OPTIONAL D.L.O. = FRAME WIDTH - 6 3/4° / I / I I I I I Ii II \ TYPICAL ELEVATION IIr 1- - } AT EACH CORNER 1 1'-0 EXTER ELEV TYP ANCHOR LOCATIONS, QUANTITY PER DESIGN LOAD SCHEDULE - J SURFACE MOUNTED - LEVER TYPE LOCK, (2) PER UNITTYP DESIGN LOAD SCHEDULE NOTES: * 26" HIGH WINDOWS TO HAVE ONE LATCH ONLY HAS BEEN DESIGNED AND TESTED IN ACCO' ° - 04 FLORIDA BUILDING CODE, HIGH VELOCITY HURRICANE ZONES, MIAMI -DADE COUNTY PROTOCOLS TAS 201, 202 & 203, AND ASTM E 1300 -02. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND WAD 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. MULTIPLE UNITS MUST BE INSTALLED USING MIAMI -DADE COUNTY BCCO - APPROVED STRUCTURAL MULLIONS. 5. THE 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 SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6. 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. 7. PANELS GLAZED WITH 5/16' or 7/16 LAMINATED GLASS (LAMINATED BY 'DUPONT' OR 'SOLUTIA') ARE LARGE MISSILE IMPACT RESISTANT AND DO • • MX REQLISREPMPAOT RESNTAMT SHLA • 8.• E)RERIOR SEAPPOFtRARE CORNERS SEALED WITH SILICONE. VENT & • FRAMt CORRAQS 9BAL!D VRTH%EAE4NT. • • O A. AL� EXSRU;1OF SI�A!L E 6053 • ALUMINUM ALLOY, UNLESS NOTED • • • iT I U O W ALL L � E I !u eL IN Q/LTRALUMINUM SHALL BE PAINTED OR PLATED. • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • FRANK PE0 L 8 NNAR00, P.E.N 5 F. d 1 O 0 S o A 0 b 3 f hi . 06 -TRA -0002 KALE= - 101 PAGE PE9CRIPf10Ne 13 •• • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • •• •• ••• • • • ••• • • 1 6 ° 01' -0' TYPICAL SECTION ix OR 2x WOOD BUCK (OPTIONAL) MIN- - II/4 ° MAX SHIM ANCHORS PER ANCHOR SCHEDULE, SPACED PER TYP ELEVATION & DESIGN LOAD SCHEDULE Ix OR 2x WOOD BUCK (OPTIONAL) ANCHORS PER ANCHOR SCHED, SPACED PER TYP ELEVATION & DESIGN LOAD SCHEDULE EXISTING HOST STRUCTURE 1/4' x 1/2" x 1/2 SETTING BLOCKS (USE AS REQUIRED) SILICONE Ix OR 2x WOOD BUCK (OPTIONAL) 1/4" MAX SHIM 1/8" ANNEALED GLASS 0.090° PVB INTERLAYER 1/8° ANNEALED GLASS 7-SILICONE 5/16" GLAZING DETAIL ANCHORS PER ANCHOR SCHEDULE, SPACED PER TYP ELEVATION & DESIGN LOAD SCHEDULE INTERIOR NOTE: GLAZING MAY BE LAMINATED BY 1:1 VERT SECT ANCHOR SCHEDULE: • TO HOLLOW BLOCK OR CONCRETE: 1/4 TAPCONS (ELCO OR ITW) T11/14WON • • • BUCKS OR DIRECTLY INTO MASONRY /C ONc1 TE• • • •• • TO WOOD BUCK OR HOST STRUCTUI:R: • • TAPCONS (ELCO OR 1TW) Itl1tH t -1?2 miN • • THREAD PENETRATION. • TO _.. -a�,a -TB ALUM MULLION: • •14 SMS OR 1/4 SELF- 1340 MIiHTA • (1/8" MIN THICKNESS). • • • • • • EXTERIOR D.L.O. VENT WIDTH FRAME WIDTH HORIZ SECT SILICONE 1/4° MAX 3/16" ANNEALED GLASS 0.090" PVB INTERLAYER 3/16° ANNEALED GLASS SILICONE 7/16" GLAZING DETAIL ANCHOR NOTES: 1. ENSURE MINIMUM 2 -1/2' EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE (MIN. 3 Ksi) & TO HOLLOW BLOCK 4Nt . ,( TOrEEV ALUMINUM. $ QI OF 1" IS ACCEPTABLE FOR TO OR ALUMIN • 2.• W D�LN ORS SHALL BE INSTALLED WITH 1° MIN lipGl•DISii•, 1gE. W9OD STUD SHALL BE 'SOUTHERN PINE" ' - 045 ON GI►EATER cNSIIY. S. MINIMUM I•AYEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MVUFACTU RECOMMENDATIONS. CO N VARY. F FRAMING, G CO G ON VARY. FIELD VERIFY VERIFI' THAT AFENElis 0 UATE WOOD FRAMING MEMBERS, UOT INTO PL • • • ••• • • NOTE: GLAZING MAY BE LAMINATED BY DUPONT OR SOLUTIA. t • •• • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •• • • FRANK Q PE0046�654 9ARD0. P.E. 2:I gc *PIE g U D" J b V jU X U d (93 N O W NQ I< MJ V m 3 3 O W 3 Q N 06 -TRA -0002 scup: • 101 PAGE DEScRWflONi 13 ' ITEM NO. PART NUM QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER/REMARKS ° 1 050 -730 4 FRAME (HEAD, SILL, & JAMBS) 6063 -73 - 2 051 -731 4 VENT (HEAD, SILL, & JAMBS) 6063-75 - 4 050-734 AS REQ'D GLAZING BEAD 6063 -T5 - 5 - AS REQ'D FRAME & VENT ASSEMBLY SCREWS - 48 X 1" SS SMS 6 - AS REQ'D BULB WEATHERSTRIPPING VINYL - 7 - 1 / CORNER FRAME CORNER KEY ALUMINUM - 8 - 2 / VENT 4 BAR HINGE, AT TOP & BOTTOM STEEL TRUTH ATTACHED W/ (6) #8 x 3/8" 55 SMS 9 - 2 / VENT FACE MOUNT LOCK STEEL AT 13 -1/2` FROM TOP & BOTTOM 10 - 2 / VENT 0.110° THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL ATTACHED W/ (2) 410 x 3/6 SS SMS 11 - 1 OPERATOR HANDLE SIL-OL TRUTH ATTACHED W/ (2) #8 x 3/8" 55 SMS MATERIALS LIST FRAME CORNER ASSEMBLY N.T.S. EXPLODED ISOMETRIC co 0 o.43r 2.539" 2.316 FRAME O 1:1 0.078" •• ••• • • • • • •• • .1TL_AL • • •• 1 - • • • • • • ••• • • • • 4534"J. 1.599" VENT CORNER ASSEMBLY N.T.S. WL•DEDISOMETRIC • • 0 VENT • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.413° 2.131° N fV 0.500° LL S`2 0.635` --f 1 c ---/- ro 0310° 0 In r. I 0O- l F ,I.05.5 } GLAZING BEAD O 1:1 s al G 06 -TRA -0002 01 60 501 PA05 095c55 1 a•i FF U 0Nn 8 Oft ae ro E ymwS .1s in a - J O WE% W W •• CI 4 }-i ENI M IA MID BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION OPENING # X, NOTICE OF ACCEPTANCE (NOA) MIAMI COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 375 -2908 TRACO 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 -Dade CowVtiy Produer Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) rrserve :hg'titit to have this product or material tested for quality assurance purposes. If this product or =IMP fails to j i'f &rm in the accepted manner, the manufacturer will incur the expense of such testing and the A l may immEdiately revoke, modify, or suspend the use of such product or material within their jurisdiction. $44?4 reseraes the•right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Di�igippptjiat this ppgcjuct 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 nigh dVPlocity IIilgi •cane • • • • • • • •• •• • • • •• • •• • • • • es -5758 (545) Fixed Window La'rge Missile Impact Resistant sheets 1 through 3, prepared by Engineering Express, dated 01/26/07, signed and sealed on 03/05/07 by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. �a►ir I1.71lUllil�1 ANTOTh ; -(:W;ir �•Ts IIM��L r.rr IYTw •-`rrr u ac r s name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA #02- 0311.05 and consists of this page 1, evidence page El as well as approval document mentioned above. The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P D4/z3fur • • • • • • • • • • NOA No. 07- 0313.01 Expiration Date: April 25, 2012 Approval Date: May 17, 2007 Page 1 TRACO Windows & Doors, Inc. F. OTHER 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 06 -TRA -0007 titled: Series -5758 (545) Fixed Window Large Missile Impact Resistant sheets 1 through 3, prepared by Engineering Express, dated 01/26/07, signed and sealed on 03/05/07 by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test TAS 201 2) Cyclic Wind Pressure Loading TAS 203 along with marked -up drawings of aluminum fixed windows, prepared by Farabaug Engnineering and Testing Inc., Test Report No. T214 -06, dated08 /22/06, signed and •••• sealed by by Frank L. Bennardo, P.E • • 2. Test report on: 1) Uniform Static Air Pressure Test, Loading per TAS • • • , . 2Q�,iay • • Fenestration Testing Laboratory, Inc., Test Report no. 2303 dated 03/3Q/.99��ned • •: • • • • And sealed by Gilbert Diamond, P.E. ••.. • • • • • C. CALCULATIONS •••• • • • • • 1. Anchor Calculations and Glass Analysis for Series -5758 Alum Fixed W1$e 1.341. • • • • • • prepared by Engineering Express, dated 02/12/07, signed and sealed cliff 03/f05/07 by • • • • Frank L Bennardo P. E.. • • • • .. • • ••.• D. MATERIAL CERTIFICATIONS • • 1. Notice of Acceptance No. 06- 1205.10 issued to E.I. DuPont de Nemou for for : • • • Sentry Glass Plus dated 01/14/07, expiring on 01/14/12. E. STATEMENTS 1. Statement letter of compliance issued by Engineering Express, , signed and sealed on 03//05/07 by Frank L Bennardo P. E.. 2. Statement letter of no financial interest issued by Engineering Express, , signed and sealed on 031105/07 by Frank L Bennardo P. E.. 3. Proposal letter dated 11/16/07 by Traco Windows and Door Inc. E -1 Mohammed Iqbal Shaikh, P.E. Sr. Code Compliance Specialist NOA No. 07- 0313.01 Expiration Date: April 25, 2012 Approval Date: May 17,2007 I 1.656 } f d l -.050 TYP. L1.213 _4 • SERIES 5758 (545) ALUMINUM FIXED WINDOW LARGE MISSILE IMPACT RESISTANT O FRAME COVER FRAME COVER 6063 -T5 O 6063 -75 SILICONE DOW CORNING 1199 OR GE STRUCTURAL SILICONE (GE RGS 7700) .090 x 3/8 PRE- SHIMMED GLAZING TAPE TREMCO 9 7242YA1 0.750, 3f —t l } } -1.250 jn I ^ r0.281_1 0.250 0.2181 f - r- f 0.750 0.875 G LAZING STOP 3 6063 -T5 3/16" TEMP. GLASS .090 PVB INTERLAYER 'DUPONT SENTRY GLASS PLUS' °GLAZING STOP 4 6063 -T5 7/16" OVERALL LAM. GLASS LAMINATED BY DLUBAK -SILICONE DOW CORNING 1199 SILICONE DOW OR GE STRUCTURAL SILICONE CORNING 995 OR GE (GE RGS 7700) STRUCTURAL SILICONE (GE RGS 7700) 1 /8°x 1/4 "x 2" LONG SPACERS 98 x 5/8" FH SMS AT 2" FROM ENDS & AT MIDSPAN 1/8 "x4 LONG VINYL SETTING BLOCKS AT 18 FROM EA. END OR AT 1/4 POINTS. T BUMPON SPACER ll"P U L1.750� 2.750 O 5 FRAME 6063 -T5 3/16 TEMP. GLASS .090 PVB INTERLAYER 'DUPONT SENTRY GLASS PLUS' SILICONE DOW CORNING 995 OR GE STRUCTURAL SILICONE (GE RGS 7700) BUMPON SPACER 1/8 °x4" LONG VINYL SETTING BLOCKS AT 18' FROM EA. END OR AT 1/4 POINTS. SILICONE DOW CORNING 1199 OR GE STRUCLUAAL SILICONE `G GS • 7700) • TYP. FRAME ANCHOR • PER ANCHOR d SCHEDULE, SPACED O PER TYP. ELEVATION. 9P 09023/ PRE-SH • • • • GLAZINra TRE TYPICAL ELEVATION SCALE 1/2" = 1' 1/8" TE • � 1 r • • • • • • • • • • • • • • •• 103"x• LONE VIN • • SETTING BLOCKS AT 110 • FRc.1 EA.••IOR AT 1/4• POINTS. Exp. 5/16" OVERALL LAM. GLASS LAMINATED BY DLUBAK .090 PVB INTERLAYER ' DUPONT SENTRY GLASS PINS SILICONE DOW SILICONE DOW CORNING STRUCTURAL 995 OR GE 1,99 ORGE SIORUL•IURAL• • STRUCTURAL • Es/GS • • 77O) SILICONE (GE �� ILIANEEG • • • • • • • • • • • • • 5. THE 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 SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONIUNCTION WITH THIS DOCUMENT. 6. 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. 7.ALL EXTRUSIONS SHALL BE 6063 -T5 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 8. UNITS GLAZED WITH 5/16" or 7/16 " LAMINATED GLASS ARE LARGE MISSILE IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 9. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS AND GLAZING BEAD SHALL BE SEALED WITH SILICONE. FRAME CORNERS SHALL BE SEALED WITH SHNEE MOREHEAD 5731 SEALANT. 10. ALL BOLTS & WASHERS SHALL BE ZINC COATED it L, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 11. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. PRODUCT RENEWED complyIer "," "''^ Florida 13 BUMPON SPACER i Oath: ° TEMPat`JiSS 1/8 "x4° LONG VINYL SETTING BLOCKS AT 18° FROM 84. END OR AT 1/4 POINTS. D7 - D3r�•bI .090 PVB INTERLAYER 'DUPONT SENTRY GLASS PLUS' SILICONE DOW CORNING 995 OR GE STRUCTURAL SILICONE (GE RGS 7700) BUMPON.SPACER 9 06 —TRA -0007 SCALE: 101 pAGM DEBCwPTIO71( 1 _1.250 1 -.050 TYP. rt 0 4 .1' 75 — 2.313 .050 TYP. • • • • • • • • • • • • • • • • •• •• • • • • • • ••e • • • ••• • • • • • • • • • • • • • •• •• ••• • • BEEN DESIGNED 4730 THE 2004 FLORIDA BUILDING CODE, FOR USE WITHIN THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 AND ASTM 01300 -02 STANDARDS. 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED -.CAN 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 JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. MULTIPLE UNITS MUST BE INSTALLED USING MIAMI -DADE £� COUNTY BCCO- APPROVED STRUCTURAL MULLIONS N num L BENNARRO, P.E. PE9G4SS49 Wilt wil Z kk Cr WW 3 IX OR 2X WOOD BUCK (OPTIONAL) EDGE DIST. ANCHOR PER ANCHOR SCHEDULE. SEE TYP. ELEVATION FOR SPACING. 1/4 MAX. SHIM 1/4 MAX. SHIM ANCHOR PER ANCHOR SCHEDULE. SEE TYP. ELEVATION FOR SPACING. — METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063 -15 MIN. O ANCHOR PER ANCHOR SCH SEE 7YP. E FOR SPACI 1/4° MAX. SHIM APPR. VED 6063 -T6 OR 6063 45 ALUMI UM MULLION TION INTO WOOD BUCK OR WOOD STRUCTURE: • 3/16 TAPCONS (ELCO OR TM) OR 412 WOOD SCREWS WITH 1 -1/2" MIN. THREAD PENETRATION. 1/4" TAPCONS (ELCO OR IFW) OR 414 WOOD SCREWS • l,f 1X OR 2X WOOD BUCK ANCHORS PER ANCHOR SCHEDULE @ 12° O.C. ANCHOR SCHEDULE: INTO HOLLOW BLOCK OR CONCRETE: • 1/4" TAPCONS (ELCO 0517W) THRU WOOD BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1 -1/4° MIN EMBED. • 3/16 TAPCONS (ELCO OR ITW) THRU WOOD BUCKS OR EMBED. INTO METAL STRUCTURES OR INTO APPROVED MULLIONS (MIN. 1/8 " THICKNESS): • 412 SMS /SELF - DRILLING METAL SCREWS (1/8 MIN THICKNESS). ANCHOR NOTES: 1. SEE EXTERIOR ELEVATION FOR ANCHOR LOCATIONS AND /OR SPACING. 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 3. ENSURE MINIMUM 2 -1/2" EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK. EDGE DISTANCE OF 1/2" 15 ACCEPTABLE FOR ANCHORS TO STEEL OR ALUMINUM AND I" MINIMUM FOR ANCHORS TO WOOD. 4. WOOD HOST STRUCTURE SHALL BE "SOUTHERN PINE G =0.55 OR GREATER DENSITY. 5. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. © 00 4 1111111,1E. L ■ ©O INTERIOR V ytd ` I EXTERIOR • .• D�ibr: • • • • •• • • • • ••• • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • D.LO. • • i • ••• • • • • • • • • • • • • • • ••■ • • • • • • •• •• •• • • • • •• • • • • • • • • • • • • • • • • • •• •• TYPICAL CORNER CONSTRUCTION 1/4 MAX. SHIM EMBED ANCHOR PER ANCHOR SCHEDULE. SEE TYP. LEVATION FOR SPACING. PRODUCT RENEWED shh th8 PkI U 0 7-' 0 3/3-0f B AV .NI j Y F P148 DEScRZPTIOKt Muni Dnl¢ Product Control LARGE MISSILE IMPACT RESISTANT WINDOWS NOT REOIIRED SHUTTERS WINDOW DIMENSIONS DESIGN LOAD 7/16' LAMINATED GLASS 5118" LAMINA I ... INT. - 3118'TAPCONS 100 TAPCONS 3H6'T 1 '••'• • AyCON$� EXT. + DIM 3 DIMS' EXT. * INT. - EXT. • INT. - EXT. ♦ IMT. - 18' 180.0 PSF 180.0 PSF 177.8 PSF 180.0 PSF 180.0 PSF 100.0 PSF 100.0 PSF 100.0 PSF 1080 PSF 24' 180.0 PSF 1332 PSF 180.0 PSF 1402 PSF 100.0 PSF 100.0 PSF 100.0 PSF 100.0 PSF 30' 1800 PSF 108.8 PSF 180.0 PSF 1122 PSF 100.0 P81 100.0 PSF 100.0 PSF 100.0 PSF 36' 180.0 PSF 88.8 PSF 180.0 PSF 83.8 781 100.0 PSF 88.8 PSF 100.0 PSF 936 PSF 47 180.0 PSF 101.5 PSF 1802 PSF 108.8 PSF 100.0 PSF 100.0 PS1 1002 PSF 936 PS1 49' 180.0 PSF 88.8 PSF 180.0 PSF 93.5 PSF 100.0 PSF 88.8 PSF 100.0 PSF 93.5 PSF 54' 180.0 PSF 987 PSF 180.0 PSF 103.8 PS1 100.0 PSF 98.7 PSF 100.0 PSF 935 PSF 80' 180.0 PSF 88.8 PSF 180.0 PSF 935 PSF 100.0 707 886 PSF 1000 PSF 935 PSF 19' 100.0 PSF 180.0 PSF 177.6787 180.0 P07 180.0 PS1 100.0 787 100.0 PSF 1000 731 100.0 PSF 24' 180.0 PSF 1332 PSF 180.0 PSF 1402 PSF 100.0 PSF 100.0 PSF 100.0 PSF 100.0 PSF 30' 180.0 P81 106.6 PSF 180.0 PSF 1122 PSF 100.0 PSF 100.0 PSF 100.0 PSF 100.0 PSF 36' 180.0 PSF 888 PSF 180.0 PSF 935 PSF 100.0 PSF 88.8 PSF 180.0 PSF 93.5 PSF 42" 180.0 PSF 701 PSF 180.0 PSF 80.1 PSF 100.0 PSF 78.1 PSF 100.0 PSF 80.1 PSF 48' 180.0 PSF 888 PSF 180.0 P31 70.1 PSF 100.0 PSF 808 PSF 100.0 PSF 70.1 PSF 54' 180.0 P8F 74.0 PSF 180.0 PSF 77.9 PSF 100.0 PSF 74.0 PSF 100.0 PSF 70.1 PS1 80" 180.0 PS1 686 PSF 180.0 PSF 70.1 PSF 100.0 PSF 066 757 180.0 PSF 70.1731 18' 100.0 PSF 180.0 787 177.6 787 180.0 787 180.0 787 100.0 PS1 100.0 P31 100.0 PSF 100.0 737 24' 180.0 PSF 1332 PSF 180.0 PSF 1402 PSF 100.0 PSF 100.0 PS1 100.0 PS1 100.0 PS1 30' 100.0 PSF 180.0 PSF 1006 PSF 180.0 PSF 1122 PSF 180.0 PS1 100.0 PS1 100.0 PSF 100.0 PSF 36' 19.177 800 PSF 88.8 731 180.0 PSF 83.6 PSF 100.0 PSF 88.8 PSF 100.0 PS1 93.5 PSF 47 . 28.500' 180.0 PSF 701 PSF 180.0 PSF 80.1 PSF 1000 PSF 761 PSF 100.0 PSF 80.1 PS1 48' 54 180.0 PSF 190.0 PSF 180.0 PSF 60.875E 180.0 737 70.1 PSF 100.0 PSF 68.8 PSF 100078E 70.1767 592 PSF 180.0 PSF 62.3 PSF 100.0PSF 180.0781 53.3 PSF 180.0 PSF 68.1 PSF 100.0 PSF 533 781 1 tY .' - , an. Fr" 18' 1808 PSF 177.8 PSF 180.0 PSF 180.0 PSF 100.0 PSF 100.0 PSF 100.0 PS1 100.0 PSF 24' 180.0 PSF 1332 PSF 180.0 PSF 1402 PSF 100.0 PSF 100.0 P31 100.0 PSF 100.0 PS1 30' 180.0 PSF 1088 PSF 180.0 PSF 1122 PSF 100.0 PSF 100.0 PS1 100.0 PSF 100.0 PSF 38' 180.0 PSF 888 PSF 180.0 PSF 936 PSF 100.0 PSF 888 PSF 100.0 PSF 83.5 PSF 47 180.0 PSF 701 PSF 180.0 PSF 80.1 PSF 100.0 PSF 78.1 PSF 100.0 PSF 80.1 PSF 48' 188.8 781 608 PSF 188.8 PSF 70.1 PSF 100.0 PSF 68.6 PSF 100.0 PSF 70.1 PSF 18' � � � _.._ 180.0 PSF 177.8PSF 1800 PEW 180.0737 100.0 PSF 100.0 PSF 100.0 PSF 100.0PSF 24' 180.0 787 1332 PSF 1800 PSF 1402 787 100.0 P87' 1002 787 100.0 787 100.0 PSF 30' 180.0 PS1 10E18 PSF 180.0 PSF 1122 PSF 100.0 PSF 1002 PSG 100.0 PSF 180.0 PSF 38' 180.0 PSF 886 PSF 160.0 PSF 93.5 PSF 100.0 PSF 886 PSF 100.0 PS1 935 PS1 47 rt �16' 171.4 PSF 781 PSF 171.4 PSF 80.175E 100.0 PSF 78.1 PSF 100.0 701 80.1 PS1 180.0 787 177.8 PSF 180.0 PSF 180.0 P31 100.0 PS1 1000 100.0 PSF 100.0 PSF 24' 180.0 PSF 1332PSF 180.0 PSF 140.2 PSF 100.0 PSF 100.0 PSF 100.073E 100.0 PSF 30' 180.0707 108.8 P81 180.0 PSF 1122 PSF 100.0 PSF 100.0 70E 100.0 PSF 100.0 73F 36' 180.0 PSF 88.8 PSF 180.0 PEW 93.6 PSF 100.0 PS1 88.8 PSF 100.0 PSF 936 PSF LARGE MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED WINDOW DIMENSIONS DESIGN LOAD CAPACITY 7/18' LAMINATED GLASS 5/18' LAMINATED GLASS 3116" TAPCONS 1/4' TAPCONS 3118'TAPCONS 1/4' TAPCONS DIM'A' DIM T1 EXT. N) INT. (-) EXT. ( *) INT. - 180.0 PSF EXT..••) 100.0 PSF IM. ( -) 100.0 PSF EXi. H) 100.0 PSF INT. f -1 100.0 PSF 19.177 180.0 78E 180.0787 180.0 PSF 28500' 180.0 PSF 180.0 PSF 180.0 PSF 175.9 PSF 100.0 PSF 100.0 P31 100.0 PSF 100.0 781 37.007 180.0 PSF 159.5 PSF 180.0 P8F 187.9 PSF 100.0 PSF 100.0 PSF 100.0 PSF 100.0 PSF 53.125" 180.0 PSF 138.9 PSF 180.0 P81 146.2 PSF 100.0 PSF 100.0 P8F 103.0 PSF 100.0 PSF 19.125' 38.377 180.0 PSF 180.0 PSF 180.0 PSF 180.0 PSF 100.0 PSF 100.0 PSF 1000 PSF 100.0 PSF 28.500' 180.0 787 150.9 PS1 180.0 PSF 158.9 781 100.0707 100.0 PSF 100.0 PSF 100.0 PSF 37.000 1800 PSF 108.1 PSF 180.0 PSF 1118 PSF 100.0 PSF 100.0 PSF 100.0 PSF 100.0 PSF 53.127 180.0 PS1 94.1 PSF 1800 PSF 99.1 PSF 100.0 PSF 84.1 PSF 100.0 PSF 99.1 PS1 19.125' 80.x 180.0 PSF 180.0 PSF 180.0 PSF 180.0 PSF 100.0 PSF 100.0 PSF 100.0 PSF 100.0 PSF 26.500' 1800 PSF 143.0 PSF 180.0 PSF 150.5 781 100.0 PSF 1000 787 100.0 757 160.0 P87 37.007 180.0 PSF 102.4 PSF 180.0 PSF 107.8 PSF 100.0 781 100.0 PSF 100.0 PSF 100.0 PSF 53.125' 180.0 PSF 71.3 781 180.0 PSF 78.1 PSF 100.0 PSF 71.3 PSF 100.0 PSF 75.1 PSF 18.127 57.000' 1800 178.0 PSF 180.0 PSF 180.0 PSF 100.0 787 100.0 PSF 100.0 P87 100.0 PSF 28.607 180.0 PSF 127.0 PSF 180.0 PSF 133.7 PSF 100.0 PSF 100.0 787 100.0 PSF 100.0 PSF 37.000' 180.0 PSF 90.9 PSF 180.0 PSF 95.8 PSF 180.0 PSF 80.9 PSF 100.0 PSF 55.8 PSF 53.127 180.0 PSF 63.3 PSF 180.0 PSF 69.7 PSF 100.0 PSF 833 PSF 100.0 PSF 88.7 PSF 19.125' . 63 000" 180.0 PSF 180.0 PS1 180.0 787 180.0 PS1 100.0 PSF 100.0 PSF 100.0 781 100.0 PS5 28.500' 37.080' 180.0 PSF 137.9 PSF 180.0 PSF 1452 PSF 100.0 PS1 100.0 PSF 100.0 PSF 100.0 PSF 180.0 PSF 987 PSF 180.0 PSF 104.0 PSF 100.0 PSF 98.7 PSF 100.0 PSF 100.0 PSF 53.125' 175.7 PSF 68.8 PSF 176.7 PSF 72.4 PSF 1010 PSF 88.8 PSF 100.0 PSF 72.4 PSF 19.177 74.250' 1800 PSF 180.0 PSF 180.0 PSF 180.0 PSF 100.0 PSF 100.0 PSF 1000 787 100.0 PSF . 28.500' 180.0 PS1 138.5 PSF 180.0 PSF 143.7 PSF 100.0 PSF 100.0 PSF 100.0 PSF 100.0 P61 37.000' 180.0 PSF 97.7 PSF 180.0 PSF 1029 PSF 100.0 PSF 97.7 PSF 100.0 PSF 100.0 PSF a 1 TABLE O1 TABLE 02 •• f.. • • o < a• • • • . •• • • DESIGN LOAD CAPACITY TABLE NOTES 1. IF DIM 'A' = WINDOW WIDTH, THEN DIM'B' = WINDOW HEIGHT, AND VICE -VERSA A OR B1 DIM. • • • • • 0 •• • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • s ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r AO4B DIM r on � 2. p • •4 • •L ••• • • WINDOWS MAY BE ORIENTED VERICALLY OR HORIZONTALLY AS SHOWN ABOVE. PRODUCT RENEWED .. ,+ OA the Florid, 07 •a Mu:e:i DPLie f •.-' I ! nnRVl D FRANK L. 86NNAR90, P. E. 1760046549 C� Z w w w ii .1 06 -TRA -0007 506151 101 ?A65 D0CR0PTIONI • I BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 SCOPE: OPENING # 4 -5, 8 -12, 14 -15 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 (AID). 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 AID (in areas other than Miami Dade County) reservilartight to have this product or material tested for quality asswance purposes. If this predhctrdt, •to perform in the accepted manner, the manufa cturer will incur the expense of such tesfiT d th4 ' play immediately revoke, modify, or suspend the use of such product or material within tl ctiod• BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade '' •' Product Control Division that this product or material fails to meet the requirements of the applicable lnuMdmg code• • This product is approved as described herein, and has been designed to comply with thfo Ida Bui1 ' Code Ind . . . . ESCRIPTION: Series HR 242/542 Aluminum Horizontal Sliding Window — L.ML.. Sliding Window — Large Missile Impact Resistant ", sheets 1 through 4 of 4, dated 1220 /)8,prepare y Engineering Express, signed and pled by Frank L. Bennardo, P.E., bearing the Miami Dade Courtly prgduct • Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami DMe • name: TRACO TRACO Security ( TRACO) 71 Progress Avenue 2304 Silverdale Road 5100 N.W. 72 d 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 ofthis NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or due 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 Mianu -Dade County, Florida, and followed by the expiration date may be displayed in advertising literatm e. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy ofthis entire NOA shall be provided to the user by the mandactuter or i distributors and shall be available for inspection at the job site at the a Building This NOA revises and renews NOA # 02- 0124.01 and co page 1 and evidence page E-1, as w as approval document mentioned above. 'The submitted documentation was reviewed by Manuel P.E. NOA No 074124.01 Expiration Date: October 17, 2012 Approval Date: March 29, 2007 Page 1 • • • • • • • • • • • .....• • TRACO Security Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 06-TRA -0006, Sheets 1 through 4 of 4, titled "HR 242/542 (Series 140) Alum. Horiz. Sliding Window — Large Missile Impact Resistant", dated 12/20/06, 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 per SFBC, PA 203 -94 • • • • • • 6) Forced Entry Test, per SFBC 3603.2 (b) and PA202)4 • • • along with marked -up drawings and installation diagram of an alv wn horiaentar sliding window, prepared by Fenestration Testing Laboratory, Ine ; 4est Report No. FTL -3201, dated 11/7/01, signed and sealed by Luis Figueredo, Pte. • . . • . • (Submitted under previous NOA #02-0124.01) • • • • C. CALCULATIONS • • 1. Anchor verification calculations and structural analysis, complyi4g witb FBC -ZQQQ, prepared by Engineering Express, dated 12/27/06, signed and sealed b1► Fran1 1,• • • • • • Bennardo, P.E. • •. Complies with ASTM E1300 -02 • • • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF -GLAS" dated 01/02/03, expiring on 12/16/07. 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for their "Saflex /Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. F. STATEMENTS 1. Statement letter of conformance, dated January 10, 2007, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest, dated January 10, 2007, signed and sealed by Frank L. Bennardo, P.E. G. OTHER 1. Notice of Acceptance No. 02- 0124.01, issued to Traco Security Windows & Doors for their Series "140 (242 - 542)" Aluminum Horizo , , i I ' P : Window • pro ed on 10/17/02 and expiring on 10/17/07. U ! E -1 1 Manuel P Product Control NOA No i - 1 Expiration Date: October 17, 2012 Approval Date: March 29, 2007 • • • • • • • ENDS AT 111• WINDOW WIDTH 3 ° MAX @ TOP AND BOTTOM .--t OF MEETING RAILS AT MAX . I I I O.C. 1 f f M A3/4" . -• ENDS LII 1 1 11 ,1, 1 1 1 - 1: T I I I _ I 8° MAX H 1 1 1 1 7° MAX I I �- 8' MAX 1 4 0.C. 32 7/8" D.L OPENING 0.C. 32 3/4 D.L. OPENING 0.C. 32 7/8° D.L OPENING HR 242/542 ALUM. HORIZ. SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT ALLOWABLE DESIGN PRESSURES GLAZING A: +100/ -90 PSF (G.E. OR DOW SEALANT) GLAZING B: + 100/ -100 PSF (DOW SEALANT) +100/ -90 PSF (G.E. SEALANT) DOW SEALANT) G GLAZING D: +70/ -70 PSF (G.E. OR DOW SEALANT) FROM 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED 3/4" MAX O.C. IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, FOR USE AT JAMBS WITHIN THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM 01300 -02 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 JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. MULTIPLE UNITS MUST BE INSTALLED USING MIAMI -DADE COUNTY BCCO - APPROVED STRUCTURAL MULLIONS. 5. THE 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 SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED WADS. WOOD BUCKS (BY 6" MAX FROM OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE NDS AT JAMBS EXISTING STRUCTURE. 7. ALL EXTRUSIONS SHALL BE 6063 -T5 OR 6063 -T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 8. UNITS GLAZED WITH 5/16" or 7/16" LAMINATED GLASS ARE LARGE MISSILE IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 9. EXTERIOR SEAM OF FRAME CORNERS SHALL BE SEALED WITH SILICONE. 10. AU. BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS SF ttL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 11. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR • • so. • • • • • PLA7PP. • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • - • • • ••• • • GENERAL NOTES PRODUCT REVISED c comply" 1$MIn16Ei9orida Dg1 AcxgUr ^No -'L ' 1 •A DcBe _i?d ✓e�!. I NK L D MARCO, P.E. 0 _ O N Y b8 QQ WW Q�LL Z�s LA Lgn Wz ~ W 9 NF p W•-• . 1 6 06 —TEA -0006 SCALE: 101 AG P E D08CRIP7I0Nt I4 ••• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • • 0 • • q �. \ \ EDGE DIST ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING lx OR 2x EMBED WOOD BUCK - r1/4° MAX SHIM OPTIONAL SILL RISER (REF. GLAZING SCHEDULE FOR APPLICABILITY) ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING _1/4 MAX SHIM lx OR 2x WOOD BUCK 1/4° MAX SHIM EXTERIOR FRAME WIDTH TYPICAL SECTION N.T.S. HORIZONTAL SECTION ANCHOR NOTES: 1. SEE EXTERIOR ELEVATION FOR ANCHOR AND /OR SPACING. 2. ANCHORS SHALL BE INSTALLED ' RECO EXISTING HOST STRUCTURE VENT WIDTH ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING •• • • • • •• • • • • • • • • • • • • • • • • • ••• ••• INTERIOR ANCHOR SCHEDULE. TO HOLLOW BLOCK OR CONCRETE: • 1/4 TAPCONS (ELCO OR ITW) THRU WOOD BUCKS OR DIRECTLY INTO MASONRY/ CON •' 111. . -t MIN EMBED. TO WOOD BUCK OR HOST STRUCTURE: • 1/4° TAPCONS (ELCO OR ITW) WITH 1 -1/2° MIN THREAD PENETRATION. UM MULLION OR HOST STRUCTURE: • #14 SMS OR I /4° SELF- DRILING MTAL SCREWS (1 /B MIN THICKNESS). •• • • • •• • • • • • • • • • • • • • • ••• •• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • VENT WIDTH D.LO. 1/4 MAX SHIM TIONS RDANCE WITH 3. ENSU'_ '11,1 y _ - 1/2• EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK. EDGE DISTANCE OF 1/2° LS ACCEPTABLE FOR ANCHORS TO STEEL OR ALUMINUM. 4. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD 5. WOOD HOST STRUCTURE SHALL BE °SOUTHERN PINE G =0.55 OR GREATER DENSITY. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 7. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. QQ BE ANCHORED 8. • •PROPRZ�Y�TQ TR�(PIS Y COADS TO TiE STRUCTURE. • • • • • • • • • lx OR 2x WOOD BOCK EMBED ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING EXISTING HOST STRUCTURE rafauccT asemir:412Kwtt4 Om FL.r:u.' Irk COde FRANK L BERNAR00, P.E.N. ti 06 -TRA -0006 01 SCALIG 2 — o . b > U R a g t7 m w ffi� viw3S- J •• PASS DESCRIPTION: l a REIM 1 2 3 4 5 5 7 8 9 10 11 12 13 14 22 23 24 25 28 27 26 29 30 31 32 MIN. 0.708 GLASS BITE MIN. 0.708' GLASS BITE DESCRIPTION FRAME HEAD • GLAZING BD. i SASH TOP 880770M RAG. MAIN FRAME 801. SILL ADAPTER 'SILL TRACK INSERT SILL WINDLOAD ADAPTER FRAME JAM& JAMB ADAPTER SASH SIDE RAG. +SASH MEETING RAIL FIXED MEETING RAIL FLAT BAR WHEEL HOUSING 15 WHEEL 15 DOWEL PIN 17 WSTRIPPING (AT SASH 88 T RAIL) 18 SWEEP LATCH 19 WSTRIPPNG 20 SCREW ATMEETNG RAILS 21 WEEP COVERS FRAME ASSEMBLY SCREW MEETING RAIL ASSEMBLY SCREW SASH ASSEMBLY SCREW SWEEP LATCH SCREW WINDLOAD ADAPTER SCREW SEAM SEALER (AT FRANC. AT SASH) SILICONE SEALANT (AT FXD., AT SASH) GLAZING BEAD GASKET (FXD, VT) SETTING SLICK BUMPON SPACER SILL RISER 3/16' H.S. GLAZING DETAIL 0.100 INNER SAF -GLASS BY SECURITY IMPACT G. GLASS 1/8' ANNEALED GLASS 14 4 1 GLASS 0.470 GLASS (GLAZING A & 8) LARGE MISSILE GLAZING DETAIL 3/16' H.S. 0.325 GLASS (GLAZING D) LARGE MISSILE BILL OF MATERIALS 050 -738 ; 050 -730 .060.740 1 050.572 1 050.741 '051 -742 051-571 051 -573 050004 • 014-005 014-044 015-041 067-014 '007-016 • 047-014 .000000 014-083 012.835 012 -130 012535 012.930 009 024-019 021-043 048 -014 046.103 014-049 DOW 1199 OR 995, OR TWO PART GE RGS7700 SILICONE 0.100 INNER SAF -GLASS BY SECURITY IMPACT G. 1/8 ANNEALED GLASS DOW 1199 OR 995, ORTWO PART GE 1 RGS7700 sIUCONE PART NUM. ALLOY/ TEMP 050- 757 8083 -75 050.705 :608348 050570 1 0083 -76 050. 737 8083 -75 80&7.75 .8083 -7'6 8053 -18 8083 -75 8083.78 808375 .8083.75 8883-75 0.750 DIA. FN-SEAL :FIN-SEAL STAINLESS STEEL STAINLESS STEEL WSTP., BULB VINYL MIN. 0.708 GLASS BITE COMMENTS SEG -757 MILL FINISH 8E0-749 MILL FINISH SEG.570 MILL FINISH 850 -737 MILL FINISH SEO -738 MILL FINISH SEG•739 MILL FINISH 050-740 MILL FINISH SEG -572 MILL FINISH SEG -741 MILL FINISH SEG -742 MILL FINISH SE0.571 MILL FINISH SEG -673 MILL FINISH 3112X1' NAT. ACETAL 0.180 DIA. X 0.580, BRASS 0.380 X 0.187 BACK WHITE 0.380 X 0.187 BACK 010 X 2.050, MPH MS 08 X 1.000, Ph174 5M3 010X 1.000, MPH MS 08 X 1.000. PhPH SMS 68 X 0.750, PITPH SMS, SS (4) PER CUP SAME AS INSTA. SCREWS 8M 5604 DOW 1199 OR 998 OR TWO PART GE 8087700 VW-3134. SID.. WV8848 SANTOPRENE 0.150. 3J-5308, CLR 0032 THK. X 4.5 SHT. BREAK METAL GLAZING DETAIL 0.090 INNER SAFLEX/KEEPSAFE BY ARC ALUMINUM 1/8' H.S. GLASS 1/8' H.5. GLASS 0.340 GLASS (GLAZING C) LARGE MISSILE DOW 1199 OR 995, OR TWO PART GE RGS7700 SILICONE GLAZING SCHEDULE: GLAZING A, WITH STANDARD SILL (PART S4)s • 7/16' LAMINATED GLASS: 3/16' H.S. - 0.100 INNER LAYER SAF-GLASS - 3/16 H.S. GLASS GLAZING B, WITH SILL RISER (PARTS S4 & 832): • 7/16 LAMINATED GLASS 3/16° H.S. - 0.100 INNER LAYER SAP-SLAW - 3/16' H.S. GLASS GLAZING G • 5/16° LAMINATED GLASS 1/8° H.S. - 0.090 INNER LAYER SAFLEX/KEEPSAFE - 1/8° H.S. GLASS GLAZING Ds • 5 /16 ° LAMINATED GLASS 1 8° 8' ANN. ANN. - 0.100 INNER LAYER SAF-GLASS - (- 1.250 °-4 1 1 M N ' n N V 1.750° { 2.625° } 1 O FRAME HEAD 6 ° a1 , A ° 0.062' O STANDARD SILL O SILL ADAPTER 2.458 ° • •+0.078" • • • • • • • • • • 11 SA M • eM &MCI lW *0.144' 1 0.310' - 0.750'I I 0.746° 1 1 1 -0.875' 1.688° -- 1.850 0. 562° For r , T • • • 4 • • • •• �a trz 1 .875' � GLAZING BEAD � f-L.200 °-t 0.875 0 .0 50 ' 0.750° 0.894° T 0.062° 2.041° O FRAME JAMB JAMB ADAPTER 6 " =i' -0' 6 °■1' -0° 0.078° •• I• 68.02 • •}•661 • 11 .Mt E'ING RAIL 0.625 0.078" -ft 0.062' SASH TOP AND O BOTTOM RAIL 6 ° 11.011° +0.062° TP 0.375 - 0.964° 0.090' 0.062° O 6 SILL TRACK INSERT 6' =l -O' 0.859° T-} 0.703° SILL WINDLOAD O 7 ADAPTER 0.062' 11 0.937' 4 1.839' C) SASH SIDE RAIL 10 IDUCT REVISED 2s eomVT'n017L°bN.Sllda• ' iaa LL w Z w 15 06 -TRA -0006 SCALE; 1 P508 oESIXIDTION. I4 b ff ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 4 1 CORNER CONSTRUCTION 12` = 1' -0° ISOMETRIC VIEW 4 O CORNER CONSTRUCTION 12° = I' -0° ISOMETRIC VIEW • • • • • • • 0 CORNER CONSTRUCTION 12' = 1'-0° ISOMETRIC VIEW •. ••. • • • • • • • •• • • • • • • • • • • ••• •� t' • • • • • • • • • •• • • • • O• IAN ER•C OMST R J CTDDN ' •12° = trio' • • • • ISOMETRIC VIEW • • ••• • • Cltz :3U'L'f REVISED a° ; a:+ -?4r.g with dm ankh ea . PLt wRata FRA NK L 1:18NNMDO, P.E a " 06 -TRA -0006 SCALE L PAGE DESCRIPTION( 4 •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • MIAMI•DADE COUNTY OPENING # 1 -2 -3 BUILDING CODE COMPLIANCE OFFICE (BCCO) 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 www.buldingcodeonline.com NOTICE OF ACCEPTANCE (NOA) TRACO 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 DadeCountj+ ProduePControl Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserte site tight to have this product or material tested for quality assurance purposes. If this prodltCi & materiM' Mils to perform in the accepted manner, the manufacturer will incur the expense of such ttstligdnd the Alt may immediately revoke, modify, or suspend the use of such product or material within then tur+sdiction. 8(3RA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Produces .ntrol Division that this product or material fails to meet the requirements of the applicable 1;�}i g code? • •. • • This product is approved as described herein, and has been designed to comply with UN, a Building • • • ..•• • • ..•. APPRO 1 ► s a . , . - , , ,i s ummum Tube Morons with 6s • • 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 A trol Division. 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 & Doors, 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 along with marked -up drawings and installation diagram of two mulled Alum' StI%gle Hung Windows, prepared by Farabaugh Engineering and Testing, Ine Test Report No. • • FET- T214 -07, dated 6/21/07, signed and sealed by Daniel G. Faj atitvgh, P.E,: • • • • 2. Test reports on: 1) Uniform Static Air Pressure Test, per PA 202,94 :.. • along with marked -up drawings and installation diagram of two mu1Iad Alunm.Single • • Hung Windows, prepared by Miami Testing Laboratory, Inc., Test report No ?MTL- • . 16602, dated 12/01/95, signed and sealed by David Gale Ober, Psi: • •' • • • • (Submitted under previous NOA # 99- 0104.01) • • 3. 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 two mtrlled•Alun 9 pbble 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 einforcement) — L. proved on E -1 02/01/07 and expiring on 01/02/08. Manuel Perez, ' E. Product Contro i er NOA No :.05 Expiration Date: January 2, 2012 Approval Date: December 6, 2007 }- 2.000" —1 2x4x1 /8" ALUM TUBE REINFORCEMENT. SEE DETAIL 2/1 2x6x1/8" ALUM TUBE C4x5.4 STEEL C- CHANNEL SEE DETAIL 2/1 HORIZONTAL OR VERTICAL INSTALLATION SEE WINDOW OR DOOR APPROVAL FOR FASTENER SIZES AND SPACING ALUMINUM TUBE MULLIONS WITH STEEL REINFORCEMENT LARGE MISSILE IMPACT RESISTANT TYPICAL REINFORCED MULLIONS SUPPORTING FENESTRATION PRODUCTS v • •• 0.180 STEEL REINFORCEMENTS SCALE: N.T.S. ts 1.584" • • • • • • • • • • • • ••• • • • • • • • •• •• • • • • • 910 SMS @ 12' O.C. 1.552. 5/16' •• • • • • • • • • • • • • • • • • •• •• • • 0.688" 0.125" 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 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 JOB- 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. L OA ZO THE EXISTING STRUCTURE. • • • 6.• ALIMIISUMON SU. BE 6063 -T5 ALUMINUM ALLOY, U t e NDTEV 0 RL• • M Td8 UgI ! • • EL�t0I NFORCING COMPONENTS SHALL BE A36 • I V9A E 7... j1 e F � EMES 8 9 � RRATION•ROSIR75 TO !E USED WITH THESE MULLIONS SHALL • • 8. - TOP � L BOTTOf� HOWN M BE ANGED AS FIELD AIR & CONDITIONS DICTATE. MULLIONS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 9. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT. VERIFY IMPAqCT RESISTWCE OF o NESTRATIWRODI TS TO BE USED WITH THESE • MURIONS. • • • 10lALL BO��ffSS�W E�iS 5 ggE ZI r C •. , TED STEEL, GALVANIZED STEEL, • • OR S 1NLE59�STEEI A M d PI . '� "� a STRENGTH OF 60 KSI. • •11T�ALBTST@EL 15 C ACT BE PAINTED OR PLATED. • • • • • • • • • • ••• C7 0 Z .N., g 2n y Q SA a tuir Wal uiJ - U - LL > U E w ' >U f ,m w �9 ;11 N §3 O W _ d og V a S 5 f 06 -TRA -0005 seem - 101 P608 EMBLPTIONI Member Span '4184187 Span 24" 2r 30" 33" 38° 358 42" 45" 45° 51" 54° 57" 144" 17.2 15.3 13.7 12.5 11.4 10.8 ' - - - - - - 138" 19.5 17.3 15.6 142 13.0 12.0 11.1 1 10.4 - - - - 132 22.3 18.8 17.8 16.2 14.9 13.7 12.7 11.9 11.1 10,5 - - 128" 25.6 ' 228 205 18.8 17.1 15.8 - 149 - 13.7 12.8 12.1 11.4 10.8 120" 28.7 : 26.4 23.7 21.6 19.8 18.3 170 ' 15.8 14.8 ' 14.0 13.2 12.5 114" 349 ' 30.8 27.7 25.2 23.1 21.3 199 • 185 17.3 • 16.3 16.4 14.6 108" 40.7 . 362 32.8 29.6 27.1 25.0 23.3 21.7 20.3 182 18.1 17.1 102" 48.3 425 38.8 35.1 322 29.7 27.6 ' 25.8 24.2 ' 22.7 21.6 20.3 94 57.9 51.5 46.4 42.1 38.6 35.7 33.1 1 30.9 29.0 27.3 28.8 24.4 90" 68.1 60.5 545 49.5 45.4 41.9 339 ; 38.3 34.0 ' 320 303 28.7 84" 78.3 69.6 62.7 67.0 522 48.2 ' 44.6 1 41.8 39.2. : 36.9 34.8 33.0 74 91.1 803 72.8 66.2 60.7 56.0 620 : 48.6 455 ' 42.9 405 38.3 72" 107.7 1 952 85.7 77.9 71.4 85.9 i 612 I 67.1 63.8 i 90.4 ' 47.6 45.1 84 127.8 113.6 102.3 ' 93.5 ' 852 78.7 73.0 ! 882 83.9 602 58.8 53.8 80" 140.0 ' 1373 124.1 112.8 103.4 95.4 1 889 82.7 77.8 j 73.0 1 88.9 85.3 54" 140.0 ! 140.0 140.0 . 139.7 : 128.0 1182 ! 109.7 102.4 96.0 80.4 85.3 80.9 48" 140.0 1 140.0 140.0 140.0 ' 140.0 140.0 1 139.3 130.0 121.5 `. 114.7 108.3 102.6 42" 140.0 ; 140.0 140.0 - 140.0 . 140.0 1400 ' 140.0 140.0 140.0 • 140.0 : 140.0 134.5 34 140.0 I 140.0 140.0 1400 140.0 140.0 140.0 140.0 140.0 4 140.0 140.0 140.0 30" 140.0 ! 040.0 140.0 140.0 ! 140.0 140.0 I 140.0 140.0 140.0 1 140. 140.0 140.0 Member Bean 748 844 1 Y 5P1 24" 27" 30• 33" 34 39" 42" 45" 48" 51" 54° 87° 144" 672 • 59.8 • 53.8 489 1 44.8 ' 41.4 38.4 ' 35.9 ' 33.8 31.6 29.9 . 28.3 138" 78.4 ' 67.9 . 61.1 55.5 . 50.9 ' 47.0 43.6 • 40.7 382 35.9 33.9 ' 322 132" 87.3 . 77.8 69.8 63.5 582 53.7 49.9 485 43.6 41.1 38.8 36.7 126° 100.3 892 60.3 73.0 889 81.7 57.3 . 535 . 602 472 . 44.6 422 120" 112.4 99.9 1 89.9 81.7 74.9 69.1 642 59.9 66.2 52.9 49.9 47.3 112: 1245 . 110.8 99.7 90.8 83.1 ■ 76.7 71.2 8 65 82.3 58.7 55.4 • 62.5 104 139.0 123.8 111.2 101.1 ' 927 86.6 79.5 742 69.5 65.4 61.8 , 68.6 102" 140.0 138.7 124.9 113.5 104.1 98.1 89.2 832 78.0 73.5 ' 69.4 I 85.7 94 140.0 140.0 ; 140.0 128.3 • 117.6 1085 100.8 94.1 882 620 78.4 : 74.3 90' 140.0 140.0 : 140.0 140.0 134.0 . 123.7 114.9 1072 100.5 94.6 89.3 1 84.6 94" 140.0 : 1400 . 1400 140.0 • 1400 140.0 132.0 1232 115.5 108.7 102.7 97.3 78" 140.0 140.0 140.0 140.0 - 140.0 140.0 140.0 140.0 1342 126.3 119.3 ' 113.0 72. 140.0 j 140.0 140.0 140.0 140.0 140.0 140.0 1 1400 1 140.0 140.0 ' 140.0 132.8 84 140.0 140.0 ' 140.0 140.0 ' 040.0 ' 140.0 140.0 ' 140.0 ' 140.0 140.0 140.0 , 140.0 80" 140.0 i 140.0 140.0 140.0 1 140.0 ' 140.0 140.0 140.0 1 140.0 140.0 t 140.0 140.0 54" 140.0 140.0 140.0 140.0 1 1400 • 140.0 140.0 140.0 • 040.0 040.0 140.0 140.0 44 140.0 140.5 140.0 140.0 I 140.0 140.0 140.0 140.5 140.9 140.0 : 1400 140.0 42° 140.0 ; 140.0 1 140.0 140.0 ; 140.0. 140.0 140.0 140.0 I 140.0 140.0 I 140.0 140.0 38° 140.0 . 140.0 ! 140.0 140.0 ' 140.0 • 140.0 140.0 140.0 ; 140.0 140.0 ; 1400 140.0 30" 140.0 ! 140.0 I 140.0 140.0 140.0 140.0 140.0 040.0 ; 140.0 140.0 ' 140.0 140.0 Member Span rhbetery SPen 24" • 27" 30° 33" 34 39" 42" 1 45" 1 46" 51" 64" ! 67" 144•' 140.0 138.2 124.4 113.1 103.7 95.7 88.8 82.9 77.7 732 1 69.1 65.5 134 140.0 140.0 1359 123.3 1130 , 104.3 98.9 . 90.4 84.7 78.8 1 75.3 71.4 132" 140.0 140.0 , 140.0 134.9 123.8 114.1 108.0 98.9 92.7 87.3 - 82.4 78.1 124 140.0 140.0 140.0 140.0 135.8 125.4 1184 1087 101.9 95.9 605 885 120° 140.0 : 140.0 140.0 140.0 1400 138.4 128.6 1200 112.5 105.8 ' 100.0 84.7 114" • 10 • •4041 •140.0•_ 1 •'.0 1' �.' 1 '• 0 1ti��t00. 140.0 140.0 140.0 140.0 133.1 124.8 140.0 139.2 117.4 110.9 131.0 123.7 106.1 1172 104 140.0 440.0 �q� IOT 140.0 .40.0 •1•"' "0 1=1'.ch . 1 1400 140.0 1404 1400 140.0 138.9 131.6 98° •140.0 8 40' 1•',' 1 140.0• 140.0 140.0 140.0 140.0 140.0 1400 140.0 94 • '.0 • 40.0 •1400 • 14P.0 • 11100 140.0 140.5 140.0 140.0 140.0 . 1400 140.0 84" 140.0 ' 1400 140.9 140.0 ; 140.0 140.0 140.0 140.0 140.0 . 140.0 i 1400 1402 78" 140.0 140.0 140.0 140.0 ' 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 72" 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 1 140.0 1400 68° 140.0 140.0 1404 140.0 ' 0 140.0 140.0 140.0 140.0 1400 140.0 140.0 *G��' � I�7lS'7��� �r 7� 55.8 140.6 140.0 140.0 1400 140.0 140.0 140.0 930 86.3 •10.0 140.0 140.0 140.0 1400 140.0 140.0 78" 1400 X0.0 140.0 140.0 140.0 140.0 140.0 1404 4if 10).00MME7K001EM 68.1 140.0 1.4 •' .0 140.0 140.0 140.0 140.0 140.0 140.0 34 • 1401 140.0 1... • 140.0 40.0 • 140.0 140.0 140.0 140.0 140.0 140.0 140.0 33" 140.0 1400 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 Member Sean TrlbWery Sean 24" 1 27" 30° 33° 36° 34 1 42" 44 48" I 51" B4" 67° 144° 389 ; 34.9 31.1 233 25.9 23.9 1 222 200 19.6 I 18.3 17.3 18.4 138" 442 ! 39.3 35.4 32.2 29.5 27.2 ! 25.3 23.6 22.1 I 20.8 . 19.8 18.6 132" 50.5 44.9 40.4 38.7 33.7 31.1 28.9 289 25.3 23.8 . 22.6 21.3 126" 55.9 • 496 44.7 40.8 37.2 34.4 31.9 1 29.8 27.9 26.3 24.8 23.5 120° 61.7 ' 549 49.4 44.9 412 380 35.3 32.9 30.8 29.0 27.4 250 114" 68.8 . 60.9 549 ' 49.9 45.7 42.2 392 . 25.8 34.3 323 I 30.6 28.9 104 78.6 88.1 81.3 55.7 51.1 47.1 43.8 40.8 38.3 1 380 ! 34.0 32.2 102" 88.1 765 68.9 82.6 . 57.4 63.0 492 45.9 43.0 ' 485 383 382 96" , 97.4 • 880 77.9 70.8 64.9 59.9 65.7 62.0 48.7 . 450 43,3 41.0 90•' 111.1 98.8 88.9 ' 80.8 74.1 MIA 635 58.3 55.8 523 49.4 489 84" 1279 113.7 102.3 ' 930 86.3 78.7 i 73.1 882 840 002 66.8 53.9 78" 1400 1325 119.0 1082 992 810 1 85.0 79.4 74.4 780 68.1 62.6 72" 140.0 140.0 1400 127.4 118.8 1079 t 100.1 93.4 87.6 82.4 77.8 73.7 66" 1400 140.0 140.0 140.0 139.4 1287 118.5 1115 1045 ' 88.4 92.9 88.0 140.9 740.9 140.0 140.0 1400 1400 140.0 4 128.9 119.4 112.8 108.9 54" 1400 140.0 140.0 1400 140.0 140.0 140.0 140.0 , 1400 140.0 139.7 132.4 140.0 140.0 140.0 140.0 140.0 140.0 140.0 141217 140.0 1480 1400 140A 42" 140.0 140.0 140.0 140.0 140.0 1400 140.0 140.0 140.0 140.0 140.0 140.0 39" 140.0 140,0 1400 1400 1400 140.0 140,0 140.0 140.0 140.0 140.0 140.0 30" 1400 140.0 140.0 _ 140.0 140.0 140.0 140.0 140.0 140.0 1400 140.0 140.0 DESIGN LOAD SCHEDULES I. TABLES BELOW GIVE ALLOWABLE PRESSURES IN PSF FOR EACH REINFORCED TUBE MULLION AT SPAN & TRIBUTARY DIMENSIONS SHOWN. 2. MULLION SPAN & TRIBUTARY SPAN ARE DEPICTED TO THE RIGHT. PRODUCTRENEM ieconPy9ogFloa9A8 %BIBB Coda ND BY Dade Prodast PRODUCT REVISED eaaoraplylog with do Florida Bidallo3Cerla No os Ascots= 1" x 3" x 1/16" x 1/8" REINFORCED TUBE MULLION 1" x 4" x 1/16" x 5/32" REINFORCED TUBE MULLION °TRIBUTARY SPAN' W1 +W2 2 r 3 • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • •' • • •• •• • • • •• •• ••• • • • ••• • • FENESTRATION PRODUCT / HORIZONTAL MULUON e `ANCHORS TYPE A, B OR C FENESTRATION PRODUCT FENESTRATION PRODUCT MULLION SPAN 2" x 4" x 1/8" REINFORCED TUBE MULLION 2" x 6" x 1/8" REINFORCED TUBE MULLION ANCHORS TYPE A, B OR C 5 8 8044580, P.E. 0 4 IN EM Ems 06 -TRA -0005 Brno P1 . 101 PAti6 1figlaP7WN1 g 9 4 1 ANCHORS TYPE "A" #14 S.M.S W/ 1 -1/2" MIN. EMBED INTO WOOD 1/ANGLE 2x2x1 /8" ALUM. ANGLE 2 -5/8" LONG o0 fV 2x2x1/8" ALUM. ANGLE #14 S.M.S 2/ ANGLE MULLION ANCHORS TYPE "B" MULLION 2x2x1/8" ALUM. ANGLE 2 -5/8" LONG 1.500 MAX. #14 S.M.S W/ 1 -1/2° MIN. EMBED INTO WOOD 2/ANGLE 073 11/16" • • • • • •• • 1 /8'• ,. N • • Tom. • • • ••• • • 0000 •• • 11A8C -t • • • • ••• 4 3 " 4 • UI ION GCIP ••• ••• .4LT. T• AISLE§ F I� ALt R T S • • • TRIS dt1P SHALL F 1�MULLION • • - 'NO SIDPFASTENERS D • • • • • • • • • • ANCHORS TYPE "C" 1111 E• 0 .....((:and n 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 , 1/4" 0 TAPCON .1-1/4' MIN. EMBED 2/ ANGLE a CONCRETE OR GROUT - FILLED BLOCK 4 1.500 CONCRETE OR MAX. GROUT -FILLED BLOCK 1/4" 0 TAPCON 1 -1/4" MIN. LABED, 2/ ANGLE ,.,IE a a��;dsioBati 8thdh0CeaR P . � �i/ i °05 Acul �!a:^�c ii * gspSrKSoai3 rT1R ss 1/ - P �a+laG DO REVISED the Morlds ea BollecgCedz Aesepftmal No CaphSOPP FRANK I. P.EN Z w w Z ( Q U a wW Bti 2 , d Elm d R t = t QO ' Fu z o 0 E W . 2 E 2 06 —TRA -0005 swap 101 pace DE6CRIPRONI 13 ••• • • • • ••• • • • • • • • C • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •