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WS-09-1842
€� Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 N� a Phone: (305)795 -2204 y... N jton" 3 Expiration: ON1712010 F Project Address Parcel Number Applicant 381 98 Street 1132060135650 Miami Shores, FL Block: Lot: MARCENE SCHAFER r Owner Information Address Phone Cell MARCENE SCHAFER 381 NE 98 ST (305)758 -2837 MIAMI SHORES FL 33138 -2409 Contractor(s) Phone Cell Phone Valuation: $ 6,126.00 THE HOME DEPOT AT HOME SERVICI 954 -979 -2137 Total Sq Feet: Type of Work: For Inspections please call: No of Openings: 4 (305)762 -4949 Additional Info: Available Inspections: Classification: Residential In spect i o n Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $4.20 WS-11 -09-36362 $ 154.20 $ 154.20 $ 0.00 Education Surcharge $1.40 Permit Fee $140.00 Check #: 5762 Scanning Fee $3.00 Technology Fee $5.60 Total: $154.20 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 1 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. November 19, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy November 19, 2009 1 .,� u ,,,►� Miami shores Village Building Department R 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT "l `` I 0 DATE: 4IJ Id I, �vtn in I • Contractor • Owner ❑ Architect Picked u 2 sets of plans and other �) p p (other) Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: J - � � PERMIT CLERK INITIAL: RESUBMITTED DATE: _ 1(CCe -f an PERMIT CLERK INITIAL: • >4IMTTED POWER OF ATTORNEY BE IT KNOWN,. that �f`.i'2�, ("Principal") has made and appointed, and by these presents does make and appoint TH D At Home Services, Inc, /a, M Home Depot At Home Services r and/or its agent true and lawful Attorney -in Fact for him/her and in his/her name, place and stead, for the following_ migific and Urnited,M ses To execute any and all documents reasonably necessary, Including without limitation any permit applications, for the sole, specific and limited purpose of obtaining or ome Im rovements on bebalf of the bomeowner(s) sad for the property located at: 1,1 z 1 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 lawiiilly do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my hand and seal this day of Sign sealed and delivered in the presence of . Wi ipal STATE OF ) COUNTY OF ) I, � a No Public in and for the State of Florida, do hereby certify that z_ &C- nC A a R4. who is either () personally known to me, or.() who provided / - 'P 4- . as identification, appeared before 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.. GI under my hand and official seal this this ` day of NOTARY PUBLIC -STA o P11b11C My commission expires: _� Lar rTY Burne Commission #DD723963 Expires: NOV 30,1011 BONDED TIIRU ATLANTIC BONDING CO., INC. - O RI GI NAL P=it Authorization 5 -20 -08 t , I FLORIDA BUILDING CODE 2007 - ASCE /SEI 7 -05 - 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 WIND PRESSURES IN PSF WIND PRESSURES IN PSF 140 MPH VELOCITY 146 MPH VELOCITY 150 MPH VELOCITY Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 z4 5 z4 z5 z4 &z5 z4 z5 z4 &z5 z4 z5 z4 & z5 z4 z5 0 -15 39.1 42.4 52.1 42.7 46.3 57.2 075 42.5 46.1 5b.7 46.5 50.4 62.2 0-15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 41.5 45.0 55.4 45.4 49.2 60.8 1 16 -20 45.2 48.9 60.2 49.4 53.5 66.1 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 45.2 49.0 60.3 49.4 53.6 66.2 21 -30 49.2 53.3 65.6 53.8 58.3 72.0 21 -30 51.9 56.3 69.3 56.7 61.6 7(,.0 31 -40 48.1 52.1 64.1 52.5 57.0 70.3 31-40 52.3 56.6 69.7 57.1 62.0 76.5 31-40 55.2 59.8 73.6 60.3 65.4 180.7 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 41 -50 57.8 62.7 77.1 63.2 68.5 184.6 51 -60 52.4 1 56.7 69.8 57.2 62.0 76.6 51 -6 0 56.9 61.7 75.9 62.2 67.5 83.3 51 -60 60.1 1 65.1 1 80.1 65.7 71.2 187.9 LOCATION BR ❑WARD COUNTY, PALM BEACH AND (9tIAMI -DADS CQI) NtD M❑NR ❑E COUNTY EXAMPLE OTHER C ❑UNTIES GENERAL NOTES: 1- THESE TABLES MAYBE USED TO. CALCULATE THE WINDLOAD FO RCCWONENTS AND CLADDING Q, 7 E N 6 C O , rnc. RaoF Slope jNURRtCANE 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 Engineering Services - CA 8116 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 Z51 Z4 IZ 6971 W. SUNRISE BLVD. 104 BASED ON ASCE 7 -05 PUBLICATION. I Z4 I - a PLANTATION - FLORIDA 33313 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC I z5I cn� Tel: (954) 585-0304 Fax: (954) 585-0305 EVALUATION IS REQUIRED BY THE CITY OFFICIALS. a� IZ I ME AN HEIG � ' E -mail: Engco�OL.com 4- IMPORTANCE FACTOR 1 =1.0 - (Category II Buildings - Tables 1.1 AND 8.5.5) 5- EXPOSURE C (Section 8.5.6.3 - Open Terrain with scattered obstructions with heights less than 30') 6- BUILDING CONSIDERED ENCLOSED - All glazing In the lower 00 ft shall be Impact resistant glazing or protected with an ! impact resistant covering. (Section 8.5.9 - Internal pressure GCpi =.18 - Table 0.7) 7- BASIC WIND SPEED - V =140, 148, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt =1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd =.85 (Section 8.5.4.4 - Wind Directionality Factor) a <= BW x 0.1 or a <= h x 0.4 10- TRIBUTARY AREA: 10 SQF BW less or equal than BL NOX 2 2009 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than th a must not be less than larger of 4% of the least horizontal dimension or 3 ft. a = 3 feet or a= 0.04 x BW PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OUT SEAL 9/24/2009 ' , � I 11��l� 11 #�I IIII� 11I1I 11111 ll�i� 1l�11�1I X111 OR E k 27077 Pq 23851 t i p s) RECORDED 11/09/ 15:03 : 46 HARVEY RUV'INY CLERK OF COURT This Instrument Prepar ay.. MIAMI -DADE COUHTYP FLORIDA Aame LAST `AGE L� Permit No. STATE OF FI► NOTICE OF COMMENCEMENT Tax Fotid No. COUNTY 0 7— M 11- 264 ° b13- 30 T HE -713, UNCER SIGNED hereby gives notice that Chapter 713, improvement wo be mace to certain real property, and in a=rdance with Florida Statutes, the 'ogowing information is provided in this Notice of CommeneemenL 1 • wi t ; of pro 0. C al $ desmdpljon of prq and street address it available) (rli 5 3EC 1 L.T �.3 g ( • y 381 NF l q 8 •+h S'}• 2. General description of improvement: wi N RQPu9'c��rn�j' 3. Owner a and M.Pr0. C E M E 9CH A ' Name and address: Name and 6 r� b. Interest in address 3 1e titleholder ' 4, a 'S•n� ) � M I qrn j S Nd�� S l L t 3 3 1 `sal? Q addss of fee � 4. a. Name THE +lom lj�p �# J.� a Name and address: ' , `OmE C r. ;�L•6 GtI M � E 0.(,AN�... Q 1tWt 5x1 C b. Phone number S 3ot7 � A��Q1nC. � CTA 30 33 5. Surety N �} � C a. Name and address: b. Amount of bond s c. Phona•number. S. Lender P A a. Name and address* STA TE C�rLURIr)A COUNT , /, _ b. Phone number. l T AT Ei7�' f FL RI r ; S (}AIDE l; his is a to py of ftle 7. Parsons within the State of Florida designated by Owner upon wham no '� 1 Provided by Section 713A3(1)(a)7., Florida Statutes: ' u PIP + �qq a. Name and address: /� A D 20 Phone d � b. Pne number N14 KI NE S mt' hnrrd eat , kie! _ e l HARVEY RUVIN,_CLE K, e. In :...:::,on to himself. Owner designates the following ' ltieasn`i3 :( 9 persons) to )ere a of t Ue s 713.is,' :(b), F. nd3 Statutes: 1 4A a. Name and aooress: b. Phone number 9. Expiration date of notice of commencement (the expiration date Is •1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, A-40 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 IN'ENO TO OBTAIN FINANCING, CONSULT WI E TH YOUR LENOER OR AN ATTORNEY BEFOR COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. rgna u2 er or Owners Authorized /hector Partner/Manager Sy's TitWolfice Thg it, re ing insvuw a „cadged before me this, da �� —� me of person) as t (type of a�lh ority ... e.g. officer, trustee, attrmey in fact) for behalf of whom instrument was executed). (nom of ply on NOTARYPUBUC -S �.• +�w,,� Public State of Florida 'y Stamp Commissioned Name of Notary Public E B011ID I MYD j, M' +a 0RAZQA 1 or P r educed identification EDT1333IIL4 BQMZiG 0.,D . • ` Psrsuarr b Section 42 52S Florida Statutes Under, penalties of perjury, l declare that I have read the foregoing and that the fats stated in It are true to the best of kr+owledge and : aiieL' ” my ORIGINAL o gnatura al ?ersan Signing Abo THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 4710693 NAME: Schafer Location PRODUCT MULTIPLE Opening Corner PRODUCT APPROVAL REQUIRED OPENING MAXIMUM Rough Opening WINDOW ARE Location Zone or ACCEPTANCE APPROVED DESIGN PRESSURE TESTED SIZE Dimension MULLION SHUTTERS No Interior NUMBER Style ( +) PSF ( -) PSF ( +) PSF ( -) PSF Wdth IN Height IN Wdth IN Height IN REQ. REQUIRED 1 4 06- 1121.14 SH 62.00 62.00 42.50 46.10 531/4 741/4 441/2 733/4 NO 2 4 06- 1121.14 SH 62.00 62.00 42.50 46.10 531/4 741/4 441/2 733/4 NO 3 4 06- 1121.14 SH 62.00 62.00 42.50 46.10 531/4 741/4 441/2 733/4 NO 4 4 06- 1121.14 SH 62.00 62.00 42.50 46.10 53 1/4 74 1/4 44 2+ 733/4 (3) 1X4 NO Notes: SGW= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN= AWNING 1 OF 1 CUSTOMER NAME: SCHAFER MARCENE II WINDOW DIAGRAM SHEET JOB # 4710593 17 FTF{ . . . . H 17 FF ....... .... X X x GARAGE LS RAGE DOOR 23 FT. . . . . . . . . . . x . . . . . . . . . X . . . . . . . . . X . FAMILY ROOM BATF�ROOM X . . . . . . . . . . L . . . . . . . . . .3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HALL WAY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . x . . . . . . X � KI�fCfiEN BEDROOM BEDROOM . BEDROOM X X TA . ... Zs fT X X . X . LIVING ROOM X . " . . . . . . . . . X SWIMMING POOL ENTRY-DOOR. x . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Mean Roof Height loft Building VAdth 50 Ft Mean Roof Height Roof Slope Flat Roof Building Length 70 Ft MIAMI•DADE MIAMI -DADS COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buldinncodeonline.com 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 (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 AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to Perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION: Aluminum Tube Mullion (w /Steel Reinforcement) — L.M.I. APPRO ur num Tube Mullions with Steel Reinforcement ", sheets 1 through 3 of 3, dated 12/1/06, prepared by Engineering Express, signed and sealed by Frank L. Benmardo, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of A trol Division. ACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 06- 1228.01 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 074$28.05 ° { Expiration Date: January 2, 2012 Approval Date: December 6,2W7 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. Single Hung Windows, prepared by Farabaugh Engineering and Testing, Inc., Test Report No. FET- T214 -07, dated 6/21/07, signed and sealed by Daniel G. Farabaugh, 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 mulled Alum. 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, P.E. (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 mulled Alum. Double Hung Windows, prepared by Fenestration Testing Laboratory, Inc., Test Report NoFIL -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. Bcnnardo, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS I. 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 02/01/07 and expiring on 01/02108. Manuel Perez, .E. Product Contro er NOA No. .05 Expiration Date: January 2, 2012 Approval Date: December 6, 2007 E -1 FRANK L "'NNA ' P.E. ALUMINUM TUBE MULLIONS WITH STEEL REINFORCEMENT LARGE MISSILE IMPACT RESISTANT Z = 0 oil >k Q M w � f _ a W agU 1.584" WW Z � a 1 r LV €Q - -- II PIO SMS u� t Z 8g X w iz° o.c. }- 1.ss2 °—t f 0.688° W LL! � S 3 TYPICAL GLAZING 0.180' I I 0.125" 0.125" 0.688 n ¢^ PRODUCT I I I Ell a I I � o I N g o- l /16x1/8 I� m .0 0.125° w @ I N wo 1x4XI✓16XS/32" 11/1fi j.,I�5616" Z Z ALUM.TUBE :11 – G T n F 0 ° v 2x4x118" ALUM TUBE 3 f u O �A Qo ° o o STEEL ° o'� REINFORCEMENT. 2 STEEL REINFORCEMENTS ? `D SEE DETAIL 2/1 3 O N Z L SCALE: N.T.S. ,� w wig 2x6x1/8" ALUM TUBE m O C4x5.45TEEL GENERAL NOTES 3 C CHHA SEE 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 3 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE ,6 DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED 000° 9 4.000° WOOD ANCHOR DESIGN. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH E - - THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. 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 TYPICAL REINFORCED MULLIONS ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION a .... WITH THIS DOCUMENT. PRODUCTRI+d1EWF.1D 1 SUPPORTING FENESTRATION PRODUCTS 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE wompylRg,vlhrLaPbrldt TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE stub cmic L HORIZONTAL OR VERTICAL INSTALLATION ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE Aaept —Ne 5 6. ALL ALUMINUM TUBE EXTRUSIONS SHALL BE 6063 - TS ALUMINUM ALLOY gg SEE WINDOW OR DOOR APPROVAL FOR FASTENER SIZES AND SPACING UNLESS NOTED OTHERWISE. ALL STEEL REINFORCING COMPONENTS SHALL BE A36 C lue IP 7. STEE ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEET ALL APPLICABLE CODE REQUIREMENTS, e.g. WIND LOAD RESISTANCE, AIR & Elb W 8. TOOP & BOTTOM DETAILS SHOW MAY BE OS NTERCHAN C GED AS FIELD CONDITIONS DICTATE. MULLIONS MAY BE MOUNTED VERTICALLY OR PRODUCT R6Y18ED 06 -TRA -0005 HORIZONTALLY AS APPLICABLE. 9. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT. VERIFY ' P pt�oNi Ol IMPACT RESISTANCE OF FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS. OR STEEL WIT S AMINNIM MINIMUM EE YIELD STRENGTH OF 60 KS1. v`t 11. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. PeadaiA 8 P>m 2 24' � 2 2T 3 30• 3 33' 3 38' 3 39' ! ANCHORS TYPE A, B, OR C i 4 48• i 6 61' 64' 6 6T 1d4° 3 38.9 3 34.8 3 31.1 2 29.3 2 28.9 2 239 2 22.2 2 205 1 105 1 RAM L. BENNA1100 P.E. o Pfie0445ae 173 1 18,4 38' 4 442 I I 393 3 36.4 3 322 2 28.5 2 272 2 263 2 23.8 2 22.1 ! 2 20.8 1 19.8 1 18.8 13Y 6 60.5 4 44.8 4 40.4 3 307 3 33.7 3 31.1 2 28.9 2 28.8 2 263 2 23.8 2 22.6 2 21.3 128" 5 569 4 49.8 4 44.7 4 40.8 3 37.2 3 34.6 � � 31,9 2 28.8 2 27.9 2 28.3 2 245 2 FENESTRATION 120° 8 89.7 ! ! 54.9 4 40.4 4 44.9 4 I DESIGN LOAD SCHEDULES 329 3 30.8 2 29.0 2 27.4 2 29.0 f 3 PRODUCE VERTI MULL I ONrAL MULL ON 1. TABLES BELOW GIVE ALLOWABLE PRESSURES IN PSF 7�. M ULU 7 rn LJ LJ FOR EACH REINFORCED TUBE MULLION AT SPAN & TRIBUTARY DIMENSIONS SHOWN. 2. MULLION SPAN & TRIBUTARY SPAN ARE DEPICTED TO �• z O FEN P TION UCT FEN TIONB�AHtY PROD SPAN* = ANCHORS TYPE A, B OR C ANCHORS TYPE A, B OR C 10 N n Z c a T [(I M g THE RIGHT. W l+ W2 W E 2 W ' 1 i i 1 J J { , j W U e 6 PRODUCT RVtSED FENESTRATION FENESTRATION ZW w v PROKWRBNEWED 1m�P1yItlIW1111BbF A ND gs¢auAfttt694W 649" Cerba Ns OI ABICFI R B. 140.0 140.0 140A 140.0 140.0 PRODUCT 38' PRODUCT t40A 140.0 . 140.0 14Q.0 140.0 Q Qa e m w 140.0 F.xpira°t,n �O °its 140A 30' 140.0 140A 740.0 740.0 . 140.0 140.0 740.0 140.0 740.0 i 140.0 140.0 140.0 W "9 3 , -Nam DAdO PD70LLd }- Wl 2 --- MULLION SPAN - m w g b 0 3 gg < 11 11 11 1 x 3 x 1/16 11 x 1/8 REINFORCED TUBE MULLION I1 2 x II 4 x 1/8 11 REINFORCED TUBE MULLION Span 2a• 2r 30' 33' �' 39' 4Y 96` 41r 61' 5a' Sr d 744' 17.2 163 13.7 12.6 11.4 10.8 -- - - - - 136' 19S 173 76.8 - � - �7 -12.7 H R 137 223 19.8 17.8 18.2 14.9 13 11A tt.t 10.6 U LLi 12$• 26.8 228 20.8 18.8 77.7 16.8 14.8 1 13.7 128 12.1 71.4 108 120" gg 29.T 28.4 23.7 21.8 19.8 183 17.0 16.8 14.8 74.0 132 126 W S� 1t6• 34.8 30.8 27.7 25.2 23.1 21.3 18.8 18S 173 18.3 16.4 14.8 n F t-1 W U 108• 10Y 40.7 382 48.3 42.8 32.6 38.8 29.8 35.1 2T.1 322 26.0 29.7 23.3 27.8 21.T 25.8 20.3 242 182 227 te.7 21.8 17.1 203 Q A Qo 88' 90' 579 51.5 88.1 80.5 48.4 54.5 d2.1 48.6 38.8 45.4 35.7 41.8 33.1 389 ! 30.9 38.3 29.0 34.0 27.3 320 25.8 303 24.4 28.7 V°� 3mu _ 84' 783 69.6 62.7 51.0 522 482 44.8 41.8 392. 38.9 365 33.0 z 7B' 91.1 809 726 68.2 80.7 58.0 620 48.8 45.5 429 40.6 383 O Z 7Y 107.7 952 85.7 779 77.4 669 812 i 57.1 53.6 50.4 47.6 45.1 O ��o BB' 127.8 173.8 1023 93.0 852 78.7 73.0 862 83.9 802 58.8 53.8 S 80' 140.0 1379 124.1 1128 103.4 85.4 885 82.7 77.8 T3.0 88.9 88.3 w , $4' 140.0 740A 740.0 139.7 128.0 7782 108.7 1024 900 80.4 863 80.9 3 48• 140.0 t140.0 140.0 140,0 140A 740.0 I 139.3 130.0 121.9 114.7 106.3 1026 d42' 74Q.0 i 140A 1400 140.0 140.0 Z f 1" x 4" x 1/16" x 5/32" REINFORCED TUBE MULLION 2" x 6" x 1/8" REINFORCED TUBE MULLION ' �. g a 4 06 -TRA -0005 D1 PAOEDIP71DN C J�J /G 8 P>m 2 24' � 2 2T 3 30• 3 33' 3 38' 3 39' ! ! 4Y i i 4 48• i 6 61' 64' 6 6T 1d4° 3 38.9 3 34.8 3 31.1 2 29.3 2 28.9 2 239 2 22.2 2 205 1 105 1 183 1 173 1 18,4 38' 4 442 I I 393 3 36.4 3 322 2 28.5 2 272 2 263 2 23.8 2 22.1 ! 2 20.8 1 19.8 1 18.8 13Y 6 60.5 4 44.8 4 40.4 3 307 3 33.7 3 31.1 2 28.9 2 28.8 2 263 2 23.8 2 22.6 2 21.3 128" 5 569 4 49.8 4 44.7 4 40.8 3 37.2 3 34.6 � � 31,9 2 28.8 2 27.9 2 28.3 2 245 2 235 120° 8 89.7 ! ! 54.9 4 40.4 4 44.9 4 412 3 38.0 3 38.3 3 329 3 30.8 2 29.0 2 27.4 2 29.0 f 140A 140.0 140.0 140A 140.0 140.0 134.6 38' 140.0 '� t40A 140.0 . 140.0 14Q.0 140.0 140.0 140.0 140.0 140.0 140A 140A 30' 140.0 140A 740.0 740.0 . 140.0 140.0 740.0 140.0 740.0 i 140.0 140.0 140.0 8 P>m 2 24' � 2 2T 3 30• 3 33' 3 38' 3 39' ! ! 4Y i i 4 48• i 6 61' 64' 6 6T 1d4° 3 38.9 3 34.8 3 31.1 2 29.3 2 28.9 2 239 2 22.2 2 205 1 105 1 183 1 173 1 18,4 38' 4 442 I I 393 3 36.4 3 322 2 28.5 2 272 2 263 2 23.8 2 22.1 ! 2 20.8 1 19.8 1 18.8 13Y 6 60.5 4 44.8 4 40.4 3 307 3 33.7 3 31.1 2 28.9 2 28.8 2 263 2 23.8 2 22.6 2 21.3 128" 5 569 4 49.8 4 44.7 4 40.8 3 37.2 3 34.6 � � 31,9 2 28.8 2 27.9 2 28.3 2 245 2 235 120° 8 89.7 ! ! 54.9 4 40.4 4 44.9 4 412 3 38.0 3 38.3 3 329 3 30.8 2 29.0 2 27.4 2 29.0 f ��1 Span 24• 2T 30' 33• 36" 39" 4Y 45' 48' 57' 5a' 5T 14a' 87.2 59.8 53.8 68.9 445 47.4 38.4 36.9 33.6 315 29.9 28.3 _ 138' 7 &4 87.8 50.8 47.0 43A 40.7 382 36A 33A 32.2 13Y 57.3 77.8 582 53.7 49.9 48.6 43.8 41.1 � 38.8 36.7 F 128' 1003 892 80.3 73.0 _ -- 66.8 81.7 57.3 63.5 602 472 44.8 422 120' 1124 89.8 88:9 � 87.7 T4.8 - 69.7 842 _ 88.8 682 52.8 699 47.3 114' 1245 1105 98.7 80.8 83.1 i 78.7 712 88.5 623 56.7 68.4 S25 108" 139.0 123.8 1112 101.1 � 82.T 85.8 79.5 742 89.5 85.4 61.8 � 68.5 t0Y 140.0 138.7 1249 113.5 104.7 88.1 89.2 832 78.0 73.5 89.4 1 86.7 88' 140.0 140.0 740.0 128.3 117.6 108.8 100.8 94.1 88.2 83.0 78.d 74.3 90' 140.0 1400 140.0 740.0 734.0 123.7 1145 707.2 700.5 84.8 89.3 94.8 84' 140.0 � 140.0 740.0 740_0 140.0 140.0 1320 1232 115.5 108.7 1027 � 87.3 78• 140.0 140.0 740.0 140.0 740.0 1400 140.0 740.0 - 134.2 128.3 179.3 173.0 7Y 7ao.o W 740.0 140.0 140.0 140.0 140.0 140.0 � 1. 740.0 740.o I 1328 88' 140.0 140.0 140.0 140.0 140.0 740.Q 740.0 140.0 140.0 140.0 140.0 140.0 80' 740.0 140.0 740.0 140.0 140.0 140.0 140.0 I 140.0 140.0 1600 140.0 140.0 5a• 1ao.o tao.9 tao.o 140.0 140.0 140.D 740.0 1aoo 140.0 7ao.o 740.0 7ao.o 4e• 740.0 1400.0 � 140.0 140.0 � 140.0 140.0 740.0 � 140.0 1ao.o 1ao.o 740.0 740.0 4Y 140.0 140.0 140.0 149.(1 140.0 140.0 140.0 ' 14DA 1 140.0 140.0 140.0 140.0 �' 140.0 140.0 140.0 140.0 1400 140.0 140.0 140.0 140.0 740.0 760.0 140A 30' 140.0 149.0 140A 140.0 140A i 1400 940.0 140.0: 140.0 140.0 � 160.0 140.0 3Pen 24" - 2T 33' 38' 39• 4Y I 46• � 48' 81' 5a' I ST 144' 140.0 1382 124A 113.1 703.7 96.7 88.8 82.9 1 77.7 73.2 89.1 2M 138' 140.0 740.0 136.8 123.3 113.0 104.3 Q6.9 90.4 84.7 79.8 7783 1 71.4 132" 140.0 140.0 1400 134.9 123.8 114.t 106.0 989 82.7 87.3 824 78.1 128• 140.0 140.0 taOA 740.0 � 138.8 726.4 118A 108.7 7019 96.9 805 7165 120' 140.0 140.0 140.0 140.0 140.0 138.4 128.6 120.0 1128 108.8 i 100.0 94.7 714• 140.0 ' 140.0 140.0 1400 140.0 140.0 140.0 I 133.1 I 724.8 117.4 ! 1t0.9 108.1 708' 140.0 140.0 140A 140.0 140.0 ! 140.0 140.0 7400 ! 1392 131.0 � 123.7 1172 102" 140.0 149A 140.0 140.0 74D.0 140.0 140A 140.0 140.0 140.0 t389 137.8 �° 140.0 ` 1400 140.0 140.0 140.0 140.0 140.0 140.0 ' 140.0 140.0 140.0 140.0 90' 140.0 1aoo MO 140.0 � 140.o i 1ao.o 1do.o 14o.a 740.0 tao.o 740.9 140.0 86' id0.0 140.0 140A 740.0 ! 140A 140.0 140.0 140.0 140A 140.0 � 140.0 140.0 78• 140.0 T40.0 140.0 140A 140.0 140A 140.0 1400 740.0 740A 140.0 140.0 7Y 140.0 ; 140.0 140.0 140.0 740.0 140A 140.0 140.0 14A0 140.0 ! 140.0 140.0 88° 140.0 1400 140.0 140.0 1400 140.0 140.0 !14 40.0 140.0 140.0 140A tao.o t4o.o 74Q.o 140.0 140.0 taco 1ao.o . 140.0 1ao.o 740.0 ao.a b4" 140.0 140.0 140.0 140A 740.0 140.0 140.0 .0 140.0 740.0 40A 48' 1ao.o i40 740 14oA tao.o 1ao.o 140 .o 140.0 140 140.0 740.0 140.0 740.0 140.0 140.0 tao.o 740.0 1aoo .0 tao.o 1ao.o 1eoo 140.0 30' 140.0 140.0 140A 140.0 140.0 t40.0 740.0 140.0 140.0 140.0 140.0 140.0 30' 100.0 140.0 140-0 140.0 140.0 140-0 140.0 160.0 140.0 140.0 140-0 140.0 3Pen 24" - 2T 33' 38' 39• 4Y I 46• � 48' 81' 5a' I ST 144' 140.0 1382 124A 113.1 703.7 96.7 88.8 82.9 1 77.7 73.2 89.1 2M 138' 140.0 740.0 136.8 123.3 113.0 104.3 Q6.9 90.4 84.7 79.8 7783 1 71.4 132" 140.0 140.0 1400 134.9 123.8 114.t 106.0 989 82.7 87.3 824 78.1 128• 140.0 140.0 taOA 740.0 � 138.8 726.4 118A 108.7 7019 96.9 805 7165 120' 140.0 140.0 140.0 140.0 140.0 138.4 128.6 120.0 1128 108.8 i 100.0 94.7 714• 140.0 ' 140.0 140.0 1400 140.0 140.0 140.0 I 133.1 I 724.8 117.4 ! 1t0.9 108.1 708' 140.0 140.0 140A 140.0 140.0 ! 140.0 140.0 7400 ! 1392 131.0 � 123.7 1172 102" 140.0 149A 140.0 140.0 74D.0 140.0 140A 140.0 140.0 140.0 t389 137.8 �° 140.0 ` 1400 140.0 140.0 140.0 140.0 140.0 140.0 ' 140.0 140.0 140.0 140.0 90' 140.0 1aoo MO 140.0 � 140.o i 1ao.o 1do.o 14o.a 740.0 tao.o 740.9 140.0 86' id0.0 140.0 140A 740.0 ! 140A 140.0 140.0 140.0 140A 140.0 � 140.0 140.0 78• 140.0 T40.0 140.0 140A 140.0 140A 140.0 1400 740.0 740A 140.0 140.0 7Y 140.0 ; 140.0 140.0 140.0 740.0 140A 140.0 140.0 14A0 140.0 ! 140.0 140.0 88° 140.0 1400 140.0 140.0 1400 140.0 140.0 !14 40.0 140.0 140.0 140A tao.o t4o.o 74Q.o 140.0 140.0 taco 1ao.o . 140.0 1ao.o 740.0 ao.a b4" 140.0 140.0 140.0 140A 740.0 140.0 140.0 .0 140.0 740.0 40A 48' 1ao.o i40 740 14oA tao.o 1ao.o 140 .o 140.0 140 140.0 740.0 140.0 740.0 140.0 140.0 tao.o 740.0 1aoo .0 tao.o 1ao.o 1eoo 140.0 30' 140.0 140.0 140A 140.0 140.0 t40.0 740.0 140.0 140.0 140.0 140.0 140.0 30' 100.0 140.0 140-0 140.0 140.0 140-0 140.0 160.0 140.0 140.0 140-0 140.0 0 FRANK PRX) 54 9NMW,P.E. ANCHORS TYPE "A" ANCHORS TYP "B" A NCHORS TYPE "C I 2x2x1/8" ° 2x2x1/8° ° ALUM. ANLE A . ALUM. MGM WOOD BUCK m a ^+ c'W e ' - NOTCH Z o a c TO ACCOMODATE . 2x2x1 /8" CLIP ANGLE TO MASONRY W ® m E z #14 S.M.S #14 S.M.S I ALUM. ANGLE W UJ j LL U e 2/ ANGLE a Z/ ANGLE Z Ll� w S ! . `x a c ry __ #145.M.5 €€� - 'C -_ _ 3/ ANGLE •. 114" 0 TAPCON ° °1- 1/4 " ____c__ ___ LE EMBED WW 2/ ANGLE Z X 3LL�� - MULLION MULLION - - - -E -- - -- In w o ° I MULLION z d CONCRETE OR GROUT- FILLED E 814 S.M.S W/ 1 -1/2" MIN. #14 S.M.S W/ 1 -1/2" MIN. ° BLOCK g � i u EMBED INTO WOOD lIANGLE EMBED INTO WOOD 21ANGLE Fri � Vti z u H MULLION r. w E u MULLION MULLION 2x2x1/8' O p a 2x2x1 /8" yc2xIl8r ALUM. ANGLE A a O n W ALUM. ANGLE ALUM. LONG M. ANGLE ° 0 2 -5/8" LONG 2 -5/8" LONG rn " i 1/4' N g 4 WV i Q 1 j I * MIN E g z i " , 2/ Z E E N I N 1 N$ I O t Q I iAtBD, Z/ AN o g 1 1.500 1.500' I ° - -�- -- MAX. J! �!5�00 MAX MAX. CONCRETE OR Q MAX. GROUT-FILLED U � BLOCK MULLION PRODUCT REN&:6�/F.6D 11/16" M .0p�gxll9 tic Edorb t I 9ddiP6C:Ss nG ALUM? ANGLE t I As'•�.^�I�. '+2 j L-- 2.00 i i m T'P. MIN. k I s 61 #14S.M.S. 11/8' I+�yd¢ri . x 1 1 1 2/ ANGLE 1 u � t � _ 3 06 -TRA -0005 P eDUCra� NOTCH ANGLE TO MISS mwdb r�Ahffie side PAW:ESWPIIGN, O1 MARBLE SILL OR TRIM. I MULLION CLIP 3/16 0 TgPCON • ALT. TO ANGLES FOR ALL ANCHOR TYPES p�Cp 7 THIS CLIP SHALL FLOAT INSIDE MULLION 1 -1/2" MIN. • EMBED (NO SIDE FASTENERS REgD) P CONC. SILL I/ ANGLE a' MIAMI -Di4DE ® MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidad"ov/buildmacode TRACO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 15066 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 Cohnty 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. H 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 inclu ESCRIPTION: Series "Coastal -240" Aluminum Single Hung Window — L.M.I. DOCUMENT: Drawing No. 05-TRA -4003, titled "Coastal- indow Large Missile Impact Resistan ' s ee s r par y L. Bennardo, P.E. Consulting Engineer, dated 01/13/2003 with revision "3" on 10/23/2006, signed and sealed and dated 10/08/2007 by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date b the 2Wsion. SIZE ACT RATING: L Small 4th e LABELING: Eac units ent a 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 supersedes NOA # 05- 0930.03 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 Jaime D. Gaston, P.E. NOA No 06- 1121.14 o . Expiration Date: March 17, 2013 J (9d� Approval Date: November 22, 2!107 b fl ) Page 1 TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. 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 01/13/2003 with revision "3" on 10/23/2006, signed and sealed and dated 10/08/2007 by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Large Missile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistance, PA 202 -94 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 10/07/1999, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. With addendum letter dated 2123/2000, signed and sealed by William R. Menner, P.E. (Submitted under NOA# 05- 0930.03) 2. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Large Missile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading, PA 203 -94 6) Forced Entry Resistance, PA 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. FTL -2363, dated July 22, 1999, signed and sealed by Jose D. Mitrani, P.E. (Submitted under NOA# 05- 0930.03) C. CALCULATIONS: 1. Revised Anchor calculations and structural analysis, prepared by Frank L. Bennardo, P.E. Consulting Engineer dated 10/08/2007, signed and sealed by Frank L. Bennardo, P.E. Complies with ASTM E 1300 -98/ 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). Jaime D. Gascon, P.E. Chief, Product Control Divison NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 E -1 TRACO Security Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATION: 1. Notice of Acceptance No. 040721.01 issued to Elco Industries, Inc. for "Tapcon Concrete Anchors" dated 03/09/2006 expiring on 01/08/2011. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Sa©ex IIIG Clear or colored Interlayer" dated 05/04/2006, expiring on 05/21/2011. 3. Notice of Acceptance No. 05- 1208.02 issued to E. I. DuPont DeNemours for "Laminated Glass with Bukw te® as Interlayer" dated 01/06/2006, expiring on 12/11/2010. E. STATEMENTS: 1. Statement letter of conformance and no financial interest 09 /02/2005, signed and sealed by Frank L. Bennardo, P.E. (Submitted under NOA# 05- 0930.03) G. OTHER I. Notice of Acceptance No. 05- 0930.03, issued to TRACO Security Windows & Doors, Inc. for their Series "Coastal- 240" Aluminum Single Hung Window - Impact Resistant, approved on 03/23/2006 and expiring on 03/17/2008. Jaime D. Gascon, P.E. Chief, Product Control Divison NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 E -2 COASTAL -240 SINGLE HUNG WINDOW °° "'E LARGE MISSILE IMPACT RESISTANT 10 47 7/8' D.L.O. (FDL LIM 6 1/4' MAX. 9 " MAX. HEAD/SUI ANCHORS: JAMB ANCHORS: MAX D S U RE AT HEAD /SDI CORNERS AT HEAD /SDI 6Y4" MAX FROM CORNERS NUM OF A AND BALANCE @ 9' MAX ON WINDOW DIMS. AN CHORS z N CENTER, AS SHOWN ON ® +62 / -62 PSF uJ 8 TYPICAL ELEVATION. uj 0] y ]UMB CORN 6'MAXAT WIDTH HEIGHT e� a F ffi ERS 19 U8" 4 2 GENERAL NOTES 2 I 4 2 ' /•• Qy z 26 1/2" 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE (9 w 01 1 - 5116 AL 5° MAX 3T' 26' 4 2 WITH THE 2004 FLORIDA BUILDING CODE, HIGH VELOCITY HURRICANE ZONES, Z Z m �' O r S p AT MTG R A) 53 1/8" 4 2 MIAMI-DADE COUNTY PROTOCOLS TAB 201, 202 & 203, AND ASTM E 1300 -98. p F 9 W "d 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF , j 3 THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD Y c B OR NUMBER OF ANCHORS AT 26 7 38 -3/8° 6 2 (q ANCHOR DESIGN. Z 6„ SEE NUMB ANCHOR SCHEDULE 3T" ' 6 2 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS O p o y = F 8 3 U 0 53 1/8" dS 3 MEETING RAIL LOCATION 191/8 8 2 SYSTEM SHALL DETERMINED BY OTHERS ON AJOB- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 261/2" 50 -5/8° 8 2 4. THE SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI -DARE COUNTY 8' MAX 37' 8 2 PROTOCOLS TAS -201, TAS -202, & TAS -203 AS REFERENCED IN TEST REPORTS /.• AT IAMBS 53 1/8" 7 3 #0713.01 -99 BY AMERICAN TEST LAS (ATL), #2363 BY FENESTRATION TESTING lfi / 19 1/8" 8 2 LABORATORY (FTL) AND #T188 -06 BY FARABAUGH ENGINEERING &TESTING, INC (FET). $ 'm� o r SEE JAMB ANCHOR SCHFD FOR 26 1/2" 8 2 MULTIPLE UNITS MUST BE INSTALLED USING MIAMI -DADE COUNTY BCCO- APPROVED 3 NO. OF ANCHORS PER IAMB 37 „ ST 8 2 STRUCTURAL MULLIONS. B 53 1/8" y 3 S. THE S YSTE M DETAI HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION Z y 6 FOR A SPECIFIC SITE. FOR SITE 19 1/0" 8 2 DETAILED HEREIN, A LICENSED ENGINEER O OR REGISTERED ARCHITECT CO PREPARE 26 1/;.- 8 2 SITE SPECIFIC DOCUMENTS FOR USE IN CONIUNCTION WITH THIS DOCUMENT. 6Ye MAX AT 37" 63' 8 2 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO o. = b JAMB CORNERS 53 1/9" 10 4 WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (TTY OTHERS) SHALL BE ANCHORED a J? a 2 191/8" 10 2 PROPERLY TO T RANSFER LOADS TO THE EXISTING STRUCTURE. to £ O AT HEAD SILL/ I 261/1- U74-IV/4' 10 2 7. PANELS GLAZED WITH 5/16° LAMINATED GLASS (BY'GUARDLW OR'TEMPGLASS') ARE A g g a L LARGE MISSI E IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 47 i/8° ANCHOR LOCATIONS 53 I/4 4 8. ANCHORS SHALL BE INSTALLED AS LISTED PER MANUFACTURERS SPECTFTCATIONS AND SPACED AS SHOWN HEREIN. ANCHOR EMBEDMENT TO BASE MATERIAL EXCLUDES TYPICAL STUCCO OR WALL DRESSING. n @ w E E BOTH SIDES Qi °TOTAL° INDI TOTAL NUMBER OF 9. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. t7 ANCHORS VENT WIDTH A °NTTG RAIL ANCHORS) . 8 MAX ACING tg g 53� °MAX. LARGE MISSILE INCORPORATED INTO TOTAL NUMBER OF IMPACT RESISTANT WINDOWS WAIDOW WIlYIH ANCHORS. SHUTTERS NOT REQUIRED TYPI ATION © 'MTG RAW INDICATES NUMBER OF ANCHORS AT HORIZONTAL MEETING RAIL ENDS AT JAMBS (EACH END) p 1/B' ANN. GLASS 1/8' ANN. GLASS TYPICAL ANCHORS: ad , .L190INTERLAYER SUM .090 INTERLAYER SAFLEX WS 1. AKHORS SHALL BE INSTALLED IN ACCORD WITH MANUFACTURER'S RECOMMENDATIONS. q 2. ANCHOR EMBEDMENT SHALL BE INTO BAS T7'EERRIIppLL,, EXCLUDING STUCCO OR OTHER WALL FINISH. 1/8' ANN. GLASS 3. BASE MATERIAL SHALL BE WOOD (G- R GREIiTT:R SPECIFIC GRAVITY) GROUT-FILLED BLOCK 1/8' ANN. GLASS OMP GROUT). OR CONCRETE (MIV 30004. SILICONE SILICONE 4. SET. R ANCHOR LOCATIONS AND SPACING. DOW CORING 1199 DOW CORNING 1199 S. ENSURE MINIMUM OF 2 -112" EDGE DISTANCE FOR ALL ANCHORS INTO GROUT -FILLED BLOCK (MIN 1500 OR GE STRUCTURAL OR GE STRUCTURAL PSI) OR CONCRETE (MIN 3000 PSI), AND MINIMUM OF 1 -1/2' EDGE DISTANCE FOR ALL WOOD ANCHORS. SILICONE (GE ) SILICONE (GE RGS7700) 6. ANL HOR OPTIONS FOR INSTALLATION ARE AS FOLLOWS: TO Zx WOOD BUCK OR WOOD STRUCTURE 17 17 #1�4 U — OOD SCREW OR 1/4 TAPCA OR ELCO) WITH 1 -1/2 MINIMUM EMBEDMENT. TO CONC CCM_IN 3000 PST 05 -TM -0003 OR GRIT- FITL - €D BLOCK (MIN 1500 PSII (a� At6380AL& - B 13 [� 8 13 tUlKdLJLY UK THRU 1X R� 2X WOOD BUCK) 1/4 ri7• ^cr 2rv1sED 12 12 u''n.= EMBEDMENT W OR E C OMIN 3/4' MINIMUM e^, JilS Wild the Fladde ( 3000 PSI) OR GROUT- FILLED BuneC g Ca1.". BLOCK (MIN 1500 PSI). Acm.pta.0 No 66 -1 2/• ( 3 5/16 OVERALL LAM. ANN. GLASS 16' OVERALL. LAM. ANN. GLASS SEALANTS • � _ , LAMINATED BY 'GUARDIAN' LAMINATED BY'Tt9MPGLASS er GLAZING OPTIONS FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD 5504. Miami Conbol Dlviston TYPICAL ANCHORS FRANK L PEPDOBS482MVARDOr P.E. HO SEE ELEV. FOR SPACING WOOD BUCKS (BY OTHERS). MUST SUSTAIN ALL ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPPUER/REMARKS EDGE D]STANCE LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER I 050 -00 -572 1 FRAME HEAD 6063 -76 THEM TO THE BUILDING STRUCTURE. 2 050 - 00 1 FRAME SILL 6063 - 76 3 050- 00-586 2 FRAMEJAMB 6063.76 4 051 -00 -571 1 VENT TOP 6063 -T6 5 051 -00 -548 1 VENT BOTTOM 6063 -TS 6 050-00-570 2 VENT SIDE 6063 -T6 O 7 051.00 -S73 1 FLYM MEETING RAIL 606346 UI W a 0 S Q A ,2 1-Tu O_ 0 F SHIM 8 05D- 00-569 41 LITE GLASS STOP 6063-76 _ yaa{� 2 9 012 - 00-835 AS REQD. FRAME ASSEMBLY SCREW 08 X 1 PHPH SMS W y%y g 10 012 - 00.835 AS READ. VENT ASSEMBLY SCREW 08 X 1 PHPH SMS Z m LL 61 13 11 046 -00 -098 AS REQD. W'STRIPPING (FABRIC COATED FOAM) SCHLEGEL Q-LON .375 X.190 m 1: 12 046.1 6-102 12 SETTING BLOCK .10 X .30 X 1-5/8' LONG 5 FROM ENDS B AT MIDSPAN -j j yyy ; l 13 - AS REQD. GLAZING COMPOUND SILICONE DOW 1199 2 U N_ 14 007- 10-016 2 SWEEP LOCK (AT 6-3/4° FROM ENDS) ZINC CAST MARBOLLO INT. LL 6 8 O 15 046-16 -030 2 BLOCK AND TACKLE BALANCE WINDOW COMPONENTS (5 )8° BOX) c 16 05D-00 -718 1 SNAP LATCH 3 LONG W/ SPRING 6063 -TS AT Mm WIDTH 17 046.00 -010 AS READ. BULB VINYL WIBORG 18 17 19 8 20 047- OG-015 AS RBQD. FIN SEAL PILE AMESSURY 180X150 OR EQUIV. b 13 14 21 012- 00-130 4 MM. RAIL ASSEMBLY SCREW 010 X 1 PHPH SMS m 72 4 22 OS- 0127 -10 AS READ. GLAZING COMPOUND SILICONE GE RG5770D °' 4 13 21 05- 0128 -16 TWO -PART GE STRUCTURAL MUCONE ¢ G: TYPICAL ANCHORS F z g O SEE ELEV. FOR SPACING t s T g O W ,o m w '1Sn C rytE"<a h 7 sH1M (0 ]AM85 L�7 0 l ,2 lu 11 VENT WIDTH {� 2 . ' 4 1 tr WINDOW HEIGHT IBY OR 20Y D.L. OP'G. .. WOOD SUCK '. -. g g j D.L OPG. � 20 6 ,S VENT HEIGHT I 888III B 20 12ddsi . c 5 � O � SCREENN OPT. < � 4 g S 'v a D.L OPG.kt kill wnuoow WIDTX �:�:` - . 05 -TRA -0003 TYPICAL EXTERIOR _ F �i)U; 7'c•r..V[�ED P SCAL& � c:un;'•yi ;5 �rKO: th4 hTmida N S AcrcptettcR No Db' ELEV. SEE F.xPimtio °D°te 8 ^ I T TYPICAL ANCHORS TIRWY 2W 1/Y' EDGE DLSTANC� SEE ELEV. FOR SPACING WOOD BUCK Tij(ByL ede IkOduct C (�/ DLWaton 4 NNA w, P.E 062 rn � 10 750 1.5 � ^ o � 2.258 w - ..00788- 1 ¢1 w a 00 II 937 a .985 1.172 W 1 3 � 9 gggg LLO 2.625 � 1.750 1. I67s aaZ v 1.405 1.589 a tt U m -�1 1.020 J 1.681 VENT TOP CORNER g 7 ME 1zs e75 FRAME TOP CORNER p$ �y 1.859 10 to z O IIIII °d l.� .862 a 1.312 8 P a 'J x a Opo .062,W. 2.062 a � �• -1.256 � �d�� in'�` W N j L T g r rOM VENT TOP RAIL 2.781 2.374 2 8 d .062 TYP. 1.281 8 rM7 23 VENT BOTTOM OM CORNER @ 1t 1.930 2�7 FRAME BOTTOM COR .067 d TTOM VEWr 8OTrOM ML 2.M 6 ISM .094 05 -TRA -0003 .078 PAR7H8CALE;. .937 .082 TYP. .602 Bu f ;::,_. >:.. •.a Ilolida 7S0 b -2.797 Fa7,ir:dico L:_t 3 Oiviaion d`. V a COPY Miami Shores Villag^ APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH All FEDERAL STATE AND COUNTY RULES AND REGULATIONS Miami Shores Village REC��I�� Building Department JAN 2 0 2010 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 " BUILDING Permit No. ll17S -1 I - C�9 - t 84 PERMIT APPLICATION Master Permit No. FBC A Permit Type (circle): uildin Roofing Owner's Name (Fee Simple Titleholder) M H U-01r SC RA FG & Phone # 305 - eZ.q I Owner's Address 391 sie 9 Zr city mt&m 5(iDRAI State EL zip 3 3( 3 $ TenandUssee Name Phone # Job Address (where the work is being done) _ae I NE !90 City Miami Shores Village County Miami -Dade Zip _ && I A $ FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 1�F k 1ft Rft ]iCS Phone # f N- 33o"O8E I Contractor's Address A(AO CAAf (�44W+00 qgW 5'- goo City ATL&ITA pp ea r,141 � zip 30.339 Qualifier Name ear,1e1 O ulA. Phone # 6 1S3t - sw= State Certificate or Registration No. CAU 4(ASS Certificate of Competency No. Architect/Engineer's Name (if applicable) t �4 Phone # Value of Work For this Permit $ ' Square / Linear Footage Of Work: Type of Work: ❑Addition Alteration [ ❑ Repair/Replace ❑ Demolition Describe Work: E V -s wea- peamrr &A A 1 ,:t r d Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $�_ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ 2 Structural Review. $ Total Fee Now Due $ See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State zip Mortgage Rider's Name (if applicable) Mortgage Lender's Address City State Zip 1 WA 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged L Signature Signature Owner or- Agew --' Contractor The foregoing instrument was acknowledged before me this Imo— The forego' g instrument was aaknow ged befor e thioy day of c�W , 20W—, by _ ' C&A J11 1Gw+ day of by , who is personally known to me or who has produced ft. 01- who L personally known to a or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P LIC: N L o � P AV aus�, M. MORALES * MY COMMISSION # DD 662098 n EXPIRES: April 11, 2011 ■■ • ■ ® auuw ■ ■u ■unn ■ ■uuu ■ : Sign: s, N Budg NOtW SsNICes Sign: Cy J PACINI FOF F� `ttYf /�l Comm #DD087 Print: n'1 `rn Print: My Commission Expires: , My Commission Expiupw Florida NOW AW, IN �kak�k�&$ �$ e�a�k■ k�k$ e�k�kskd■ �k�8a$ ask9a> Ta■ kz k$ s�kakak$ o�kskda$ a�edeak�s aksk$ e�k8aak�kak$ ezk�kak8nk�ekak�iaeksks k�k�ksk�ksk�k■ k�k &��kd�ak�■k&��k$aak�kskak�kak akak�sk�kakak■ k8eskak�lasksksk $enkak�9sakak�ak■k APPLICATION APPROVED BY: V'�� Plans Examiner z Engineer Zoning (Revised 07/10(07) THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 4710593 NAME: Schafer Location PRODUCT MULTIPLE Opening Corner PRODUCT APPROVAL REQUIRED OPENING MAXIMUM Rough Opening WINDOW ARE Location Zone or ACCEPTANCE APPROVED DESIGN PRESSURE TESTED SIZE Dimension MULLION SHUTTERS No Interior NUMBER Style { +) PSF ( -) PSF ( +) PSF ( -) PSF Wdth IN Height IN Wdth IN Height IN REQ. REQUIRED 1 4 06- 1121.14 SH 62.00 62.00 42.50 46.10 531/4 741/4 441/2 733/4 NO 2 4 1 06- 1121.14 SH 62.00 62.00 42.50 46.10 531/4 741/4 441/2 733/4 NO 3 4 06- 1121.14 SH 62.00 62.00 42.50 46.10 531/4 741/4 441/2 733/4 NO 4 4 06- 1121.14 SH 62.00 62.00 42.50 46.10 531/4 741/4 441/2 73 3/4 (3) 1X4 NO Revising permit # WS -11 -09 -1842 by adding a 1x4 mull bar beteween the window # 4 and the door jamb NOA# 07- 0828.05 with steel reinforcement Notes: SGW= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN = AWNING cn cn M N D —i C 1 O - 0 A m 0 Z - 0 m m z {, _ O O a p Ill j goes C7 O • • • • Z 0 �' a •• • •••••• • > te. r — • C Z 3 • •• • • ® —, 10 il [ •••• N ( ) •••• • m a•,- •••••• • ® m ••••. ® _ � • so. 1 OF 1 CUSTOMER NAME: SCHAFER MARCENE WINDOW DIAGRAM SHEET JOB # 4710593 19 FP 17 FP . GARAGE ARAGE DOOR 23 FT. . . , . . . . . Adding a 1x4 Mullion x X FAMILY ROOM BATF(R06M . x X. 1 .2 .3 $ HALL WAY X &CREN . . . . . . BEARQOM BEDROOM BEDf�001V1 X . x ....... T."X,"* ....... ......... 25 X X. . . . . . . . X . LIVING ROOM . x . . . . . . . . . . . . . . . X . SWIMMING POOL •••• ENTRY DOOR . • , b X . . . . . . . . y •••• �••••• . . . . . . . . . . . . . . . . .• •, • • . . . . . . . . . . . •i •' ' • . • . . . • �•�•�• • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ••••••� ' • ' ' aesse• . . . . •. . . . . . . . � • x x x X ea••.os. •. •••••• x . . . . x x . . . . x . goes • •• ••:••• Mean Roof Height loft Building idth • • • • • • • • • • I mean Roof Height g SO Ft • • • • • • • e •• •• •es• ••egg• • Roof Slope Flat Roof Building Length 70 Ft i • • i e i • • • • • • • • 6 •gee•• •• • goes • • eggs . ... . ... ... MIAMhC) AD • i . . .. '�• '�� ?,�R1DA: . MIAMI -DAD C :mErfP -.PADm Arvm BudDft BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 ( 003 - *-2401 • .F4X j30: j V 5Ab8 NOTICE OF ACCEPTANCE (NOA) bai�c�eoA=e.com TRACO Security Windows & Doors, Inc. • • • ' ' ' ' "' a 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 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 DESCRIPTION: Aluminum Tube Mullion (w /Steel Reinforcement) — L M.I. APPRO ummum Tube Mullions with Steel Reinforcement ", sheets 1 through 3 of 3, dated 1211/06, 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 Ac tro ACT RATING: =perma=nent all Missile Im act Resistan LABELING- Each unit shall bear a 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 ° Explration Date: January 2, 7.012 Approval Date: December 6, 2007 Page 1 .. .. .. .. TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SjF* TTED ::: . A. DRAWINGS ••• ••• . ••• • 1. Manufacturer's die drawings and sections. 2. Drawing No 06-TRA -0005, Sheets 1 through 3 of 3, titled •Alaninpl T 4V11M with Steel Reinforcement ", dated 12/1/06, prepared by Enghle4f4g r c3', 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. Single Hung Windows, prepared by Farabaugh Engineering and Testing, Inc., Test Report No. FET- T214 -07, dated 6/21107, signed and sealed by Daniel G. Farabaugh, 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 mulled Alum. 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, P.E. (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 mulled Alum. Double Hung Windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -1350, dated 12/12195, 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 I. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS I. Statement letter of conformance, dated 12112/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest, dated 12/12106, 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 02/01/07 and expiring on 01/02/08. Manuel Perez, .E. Product Contra er NOA No. V7.9M.05 Expiration Date: January 2, 2012 Approval Date: December 6, 2007 E -1 ALUMINUM TUBE MULLIONS FRANKLBENNARW,PE. WITH STEEL REINFORCEMENT LARGE MISSILE IMPACT RESISTANT O o Z oaf a W ry^j "� q � 1.584' W OLL 3:V _ LT W= X a >U1W�a II #10SMS mi W $l @ 12° O.L. }--- 1.552° --} }--- } 0.688° W II I N� TYPICAL GLAZING 1 0.180° 1 i 0.125" 0.125° r--- -t 0.688° W N � a I e 1+1 YI i W — 1x3x1 /16x1/8' 1 11 a 0.125 o u 16x5/32° 11 /I6 "I II (..5/16° ALUM. a ALUM. TUBE ggg�i o j I � cam- C w m 2x4x1/8" ALUM TUBE G J i o CK < R i REINFORCEMENT. O W z SEE DETAIL 2/1 2 STEEL REINFORCEMENTS o L SCALE: N.T.S. A g 2x6x1/8" ALUM TUBE a w C C4x5.45� GENERAL NOTES 3 g C- CHANNEL SEE 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN DETAIL 2/1 ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, FOR USE WITHIN THE HIGH DESIGN LOCITY HURRICANE ZONE, PER TAS 201 / 203 AND THE 2000 ALUMINUM 3.000° 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. ` 4.000" 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH ° d THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASES IN ACCORDANCE WITH THE GOVERNING CODE. • • • • 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES N& PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE • • • a CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED • • • • • • TYPICAL REINFORCED MULLIONS ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION . o .... • WITH THIS DOCUMENT. raqoucrdumLvmo • 1 SUPPORTING FENESTRATION PRODUCTS S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE ascompwmwuh LUaI7 s••• •• TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS SHALL BE ]. HORIZONTAL OR VERTICAL INSTALLATION ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING SfRU�RE. g . 6. ALL ALUMINUM TUBE EXTRUSIONS SHALL BE 6063 -TS ALUMINUM ALLOY SEE WINDOW OR DOOR APPROVAL FOR FASTENER SUES AND SPACING BE' A36 NOTED OTHERWISE. ALL STEEL REINFORCING COMPONENTS SHALL BE A36 A 'A STE EL. . 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 INTf- AS FIELD CONDITIONS DICTATE. MULLIONS MAY BE MOUNTED VERTICALLY OR • • • • 06-TWOM HORIZONTALLY AS APPLICABLE. d• • • • 9. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT. VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS TO BE USED WITH THESE s�� MULLIONS. • 10. ALL BOLTS &WASHERS SHALL BE ZINC COATED STEEL, GALVAPBZLD 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. I • • PeeOa¢L • ANCHORS TYPE A, B, OR DESIGN LOAD SCHEDULES 1. TABLES BELOW GIVE ALLOWABLE PRESSURES IN PSF FOR EACH REINFORCED TUBE MULLION AT SPAN & °m TRIBUTARY DIMENSIONS SHOWN. ZZ FENE T 2. MULLION SPAN & TRIBUTARY SPAN ARE DEPICTED TO O PR THE RIGHT. PaeDUC'r MVLSED pRODwrR s44omy wB6 ibO Pfb++�s �ptyt9ga�4Qat �Ma 01 �api�ez�Um � !a I 81 Ded9 P111dQ4'f I 4 1" x 3" x 1/16" x 1/8" REINFORCED TUBE MULLION TYPE ORC m mbe Span 24" 27 30" 33" 38" 39" 42" 45" 48" 51' 54" 57 144' 172 153 13.7 125 11.4 10.6 - - - - - - 138" 189 17.3 15.6 14.2 13.0 ! 12.0 11.1 i 10.4 - - - - 132 22.3 199 172 16.2 14.9 13.7 127 ' 11.9 11.1 10.5 - -- 128" 28.8 228 205 1 &6 17.1 15.8 149 13.7 128 121 11A 10.8 120" 28.7 26.4 23.7 21.6 19.8 18.3 - 17.0 15.8 149 14.0 13.2 IZ5 114' 34.6 30.8 27.7 25.2 23.1 21.3 10.8 185 17.3 163 16.4 14.6 108" 40.7 38.2 32.6 29.6 27.1 25.0 23.3 21.7 20.3 192 18.1 17.1 102 48.3 42.9 38.6 35.1 322 29.7 27.8 259 242 227 21.6 203 96" 67.9 51.5 48.4 42.1 38.6 35.7 33.1 30.9 1 29.0 27.3 25.8 24.4 90" 68.1 60.5 54.5 49.5 45.4 41.9 38.9 ! 383 34.0 320 30.3 28.7 84" 783 69.6 62.7 67.0 52.2 482 44.8 41.8 1 392 38.9 34.8 33.0 78" 81.1 80.9 729 68.2 60.7 56.0 520 48.6 45.5 429 40.5 383 72 107.1 96.2 85.7 ' 778 71A 65.9 612 57.1 53.8 i 50.4 47.6 45.1 66" 1273 113.6 1023 93.0 852 78.7 73.0 682 83.9 602 58.8 53.8 80" 1408 137.8 124.1 1128 1034 95.4 888 92.7 77.8 I 73.0 86.9 66.3 64" 140.0 140.0 140.0 139.7 128.0 2 1189.7 10 1024 Z. 90.4 85.3 1 80.9 48" 140.0 I 140.0 140.0 140.0 140.0 140. 1 139.3 130.0 121.9 114.7 108.3 1028 42 140.0 140.0 140.0 - 140.0 140.0 140.0 140.0 140.0 1408 1408 140.0 134.6 38" 140.0 140.0 140.0 140.0 140.0 1408 ' 140.0 140.0 140.0 140.0 140.0 140.0 30" 140.0 ` 140.0 140.0 140.0 140.0 1 140.0 140.0 140.0 140. i 140.0 140.0 1 140.0 1" x 4" x 1/16" x 5/32" REINFORCED TUBE MULLION MWIbW 8 P- TIHNWY BPM 24" 27 30" 33" 38" X39" ! PRODUCT HORIZONTAL 45' I 48" 51' S4" 67 144" 38.9 34.6 31.1 283 26.9 23.9 22.2 20.8 19.6 183 173 164 138" 442 39.3 35.4 32.2 29.5 272 2&3 23.8 22.1 I 20.8 19.6 18.6 132 60.5 44.9 40.4 38.7 33.7 31.1 28.9 ! 288 253 239 225 213 128" 65.9 49.6 44.7 40.6 37.2 34A 31.8 299 27A 283 243 235 120' 61.7 54.9 49.4 44.9 41.2 38.0 35.3 329 308 29.0 27.4 26.0 114" 68.6 60.9 64.8 - 49.9 45.7 422 ! 382 3&6 34.3 32.3 30.6 28.9 108" 78.6 88.1 613 55.7 51.1 47.1 43.8 40.8 3&3 35.0 I 34.0 322 102 88.1 78.6 68.9 628 57.4 53.0 492 458 43.0 40.5 3&3 362 9B" . 97.4 88.8 77.8 70.8 84.9 59.8 S&7 1 62.0 48.7 4&8 1 433 418 90' 111.1 08.8 88.9 80.8 74.1 88.4 635 69.3 65.6 62.3 49.4 489 84" 127.9 113.7 1023 93.0 85.3 7&7 73.1 86.2 84.0 002 88.9 538 78" 140.0 i 132.3 119. 1082 99.2 91.6 140.0 79.4 74.4 70.0 8&1 628 72 140.0 140.0 140.0 127.4 116.8 107.8 .1 93.4 87.6 82A 77.8 73.7 86" 1408 140.0 740.0 140.0 139A 128.7 118.8 1115 1045 98.4 929 88.0 60" 140.0 140.0 140.0 140.0 140.0 140.0 140.0 135.4 128.9 119.4 1128 106.9 54° 140.0 149.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 139.7 1324 46" 140.0 140.0 1498 t40.0 140.0 14010 140.0 140.0 140.0 140.0 140.0 140.0 47 140.0 140.0 1408 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 38' 140.0 140.0 140.0 1x0.0 140.0 140.0 140.0 1408 140.0 140.0 140.0 140.0 30" 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 1480 140.0 1 MULLION SPAN ---- - ---- -1 2" x 4" x 1/8" REINFORCED TUBE MULLION Member SPm 24" 27' 30" FENESTRATION 36" 3 PRODUCT HORIZONTAL 45' 48" MULLION 54" � 1 67.2 599 ANCHORS 488 'TRIBUTARY ANCHORS SPAN' = TYPE A, 8 33.6 TYPE A, B W1 +W2 ORC 138 ORC 2 61.1 558 60.9 47.0 43.6 40.7 382 35.9 FENESTRATION FENESTRATION 132' I PRODUCT PRODUCT 63.5 1 MULLION SPAN ---- - ---- -1 2" x 4" x 1/8" REINFORCED TUBE MULLION Member SPm 24" 27' 30" 33" 36" 39" 42 45' 48" 51' 54" 57 144' 67.2 599 53.8 488 444 41.4 38.4 35.9 . 33.6 31.6 29.9 28.3 138 754 67.9 61.1 558 60.9 47.0 43.6 40.7 382 35.9 33.9 - 322 132' 87.3 77.8 69.8 63.5 562 53.7 49.9 465 43.6 41.1 38.8 36.7 126' 1003 89.2 803 73.0 819 61.7 $7.3 53.5 502 472 44.6 422 120' 1124 99.9 89.9 81.7 74.9 ! 69.1 642 59.9 662 52.9 498 47.3 114" 124.6 1109 997 916 83.1 i 78.7 712 6&5 62.3 58.7 55.4 52.5 108' 139.0 123.8 1112 101.1 927 85.6 79.5 742 69.5 65.4 61.8 585 102" 140.0 138.7 1248 1135 104.1 98.1 89.2 1 832 78.0 73.5 69.4 I 65.7 98" 140.0 140.0 140.0 128.3 117.6 10&8 1009 94.1 882 83.0 78.4 74.3 9D' 740.0 140.0 140.0 140.0 134.0 123.7 114.9 1072 100.5 84.6 893 84.8 84' 140.0 140.0 140.0 140.0 140.0 140.0 1320 1232 1155 108.7 1027 97.3 78" 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 1342 1263 119.3 113.0 72 140.0 1408 ; 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 I 132.8 66' 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 8D" 140.0 140.0 140.0 140.0 1 140.0 1 140.0 140.0 1408 140.0 140.0 140.0 140.0 54" 140.0 1408 140.0 140.0 140.0 140.0 1408 140.0 � 140.0 740.0 140.0 140.0 49' 140. 1408 140.0 140.0 i 140.0 ; 14 6.0 140.0 ! 140.0 140.0 140.0 � 140.0 1408 47 140.0 140.0 140.11 1 140.0 1 140.0 140.0 140.0 140.0 140.0 140.0 W.0 140.0 36" 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 1408 30" 140.0 140.0 1408 140.0 1408 140.0 740.0 140.0 ! 140.0 740.0 1408 140.0 2" x 6" x 1/8" REINFORCED TUBE MULLION Memw BPen Tmulwy Spw 24" 27 " 33" i 38" 39" 42 f 45" 48" 81' W I • 14d" 140.0 1382 124.4 113.1 703.7 95.7 88.8 828 ; 77.7 73.2 69.1 1 140.0 1408 136.8 123.3 113.0 I 1043 96.9 90.4 84.7 _ 79. 75.3 77.4 132 140.0 1408 140.0 134.9 123.6 114.1 108.0 988 92.7 .3 0 824 078.1 126" 140.0 1408 140.0 140.0 136.8 125.4 110A 10&7 1019 95.9 909 *so 120' 140.0 140.0 140.0 740.0 140.0 136.4 128.6 120.0 I 7126 01 #6 •;• 100.0 84.7 114' 140.0 ' 140.0 140.0 140.0 140.0 1408 140.0 133.1 I 1249 117. ! 110.8 106.1 108' 160.0 140.0 140.0 140.0 140.0 I 100.0 140.0 140.0 f 1392 123.7 1172 102 140.0 140.0 140.0 140.0 140.0 ! 140.0 140.0 140.0 140.0 138.9 407A.6 98' 140.0 140.0 140.0 140.0 140.0 140.0 140.0 1 140.0 ! 140.0 140.0 140.0 040.0 gp 140.0 140.0 140.0 140.0 ! 140.0 140.0 140.0 1408 1408 4.0. • 140.0 X40.0 84" 140.0 140.0 _ 140.0 140.0 1408 140.0 140.0 140.0 140.0 140.0 140.0 1 40.11. 78" 140.0 - 140.0 140.0 140.0 140.0 740.0 140.0 140.0 140.0 140.0 72 140.0 140.0 140.0 140.0 140.0 140.0 140.0 1408 140.0 .0 ' 140.0 86' 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 408 140.0 140.0 80' 140.0 140.0 140.0 140.0 1408 140.0 140.0 140.0 140.0 140.0 140.0 54' 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0• 0140.0 140.0 48' 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 • 140.0 0140.0 0 42 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 .0 38' 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 40.0 ape 140.0 140 .0 740.0 140.0 140.0 140.0 140.0 140.0 140.0 40.0 14810• t0 N M 9 H 1 4t m Y b jLL�U a 3 jULLw aW z Q s m In ILA '� 3 0 o w m 0.1 .104 a � V U 2 1 u a A ¢o 3au y Z O 3 0 z f a0 3z Q •0: T3 . • 1 1 • 06 -TRA- • oee uu _ FRANK L. BENNAADO, P.E. b ANCHOR T YPE "A" ANCHORS TYP "B" ANCHORS TYPE "C PE00°BSe9 2x2x1/9° f.�4 2x2x1/8' - ,° ALUM. ANGLE ALUM. ANGLE NOTCH WOOD BUCK Z tD N ° TO ACCOMODATE ® o a 2x2xi /8° CLIP ANGLE TO MASONRY Q m 814 S.M.S 814 S.M.S ALUM. ANGLE W ci " O Z/ANGLE 2/ ANGLE ° W Z s. i ?Q >� w I ____C.__ ° 3/ANGLE ___ 1 /4 ° OTAPCON U 1g ° 1 -1/4" MIN. EM m ° BED Q w ____C__ ___ - - C ___ ° 2/ANGLE WW M0 _ W MULLION MULLION _____. ___ N � 0 4 MULLION 4 ° CONCRETE OR GROUT -FILLED S.M.. W/ 1 -1/2' MN. 1 814 S.M.S W/ 1 -1/2° MN. a BLOCK C EMBED INTO WOOD 1 1ANGLE EMBED INTO WOOD 2/ANGLE V O F V I I MULLION MULLION MULLION 2x2x1/8' O ¢ 2x2x1 /B' I 2x2x1/8' ALUM. ANGLE A = G O ALUM. ANGLE ALUM. ANGLE 3- 5 /8'LONG 2 -5 /8° LONG v `d / ° I 2 -5 8° LONG ° - m d „�� O z ° a - ------------ - d 4 i w co N 1 I i 114° 0 TAPCON c Z o z pp I 1 -114' MIN. ry 1 N I N o i O 4N'IBED, 2/ ANGLE o I I ° MAX MAX 1.500 ° 1-500 ° ___L___ ___ ° $ X. . ° d 1.500 Ct a1CRETE OR 000* gg MAX, GROUT - FILLED £ � g • L — — — — — — I — — — — 1 BLOCK • 0000 gLL •• @ 0 SE MULLION - � 0 �UC0tALNCW 4 �N• • 1 I I � } 11/16• pfSh the F7R •M•- • • 2X24 ANGLE I ' 7 ALUM. ANGLE 1 i Aa.'£�MIN. m TYP• • • • •� 814 S.M.S. N g i i i i 2/ ANGLE — •• ••• 0004, 06 - T - 05_ PNED000 RFYi9E71 _ NOTCH ANGLE TO MISS Y - 4, � � P O 0 Pam o�cRlPrsen� MARBLE SILL OR TRIM. I MULLION CLIP • ! - —' • ° ° ° ° 4, • . ALT. TO ANGLES FOR ALL ANCHOR TYPES • 3/1607 ON •• a - PRECAST ° T.0 • THIS CLIP SH ALL TENERS FLO INSIDE MULLION 1 1 -1/2' MIN. EMBED �, J` i CONC. SILL 1! ANGLE (NO SIDE FASTENERS REQ'D) : 0 000 _- -_ -- �� -� -•�•• L V�V L R ENE C � o b ? ' JAN 2 200 MUTED OF ATTORJVEY . c 13E IT KNOWN, that ("PAndPd") has mad* and appointed, and by these presents does make ad appoint THD At- Hame Services, c, da, 'I]re Home Depot At Home Services . andlor its agent >•tip true and lawful Attorney -in -Fact for him/htr and in hislher narge, place and stead, for the fnllawing sfleciCrc and limited purposes To ezecate any and all documents reasonably necessary, Inctud'rfig without 'limitation say permit spplicatiarts, for the sate, speeifle and limited purpose otobtainin $ permit for.hame im rovements on behalf of the homeowner(s) . an for the located fit: giving ad granting said Attorney -in Fact, M power and authority to do and perform all and every act and thing whamwever necessary to be done in and about the specific and limited • premises (set out hereinabove) as folly, to all intents and purposes, as might or could be done if personally P=04 with full power of substitution and revocatoA hereby ratifying and . c onfiiwft all that said attorney shall lawtirlly der or cause to be done by virtue bereof. IN WITNESS a►MItBt7F, I have hereunto set ray hand and seal this - day of Si sealed and delivered in the presence oft W VrInMpal } STATE OF } COUNTY OF } I. — 41ca -- U �� a No Public in and for the on do hereb �'y State of Fl da, certify that ra ~ C rat who is either () personally known to me, or () who provided Imo! �- as identifscstion, appeared before me . this day in person and acknowledged that helshe signed, sealed and delivered the said instrumeant as hislher five and voluntary authotized for the uses and purposes herein sat forth. , GI V E der my hand and official seal this this 6 day of Ir0 ?AItYPUBT.iG STA ex }gyp¢ o Fublic J \ \11/1I 4ny BULL L My commission commission fires: P $ :commission �DU723y63 BONDED MU An AMICIaONDMOCO,MC. ORIGINAL Perrnir Xuthoriration ' a -• • -fir Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 131929 Permit Number: WS -11 -09 -1842 Scheduled Inspection Date: December 22, 2009 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: SCHAFER, MARCENE Work Classification: Window /Door Replacement Job Address: 381 NE 98 Street Miami Shores, FL Phone Number (305)758 -2837 Parcel Number 1132060135650 Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVIC Phone: 954- 979 -2137 Building Department Comments 4 impact windows Inspector Comments Passed E:I_ )k/ P 1D X) C-- Vb k A g , f , A) z, . A. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 21, 2009 For Inspections please call: (305)762 -4949 Page 21 of 27 v Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 128955 Permit Number: WS -11 -09 -1842 Scheduled Inspection Date: December 21, 2009 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: SCHAFER, MARCENE Work Classification: Window /Door Replacement Job Address: 381 NE 98 Street Miami Shores, FL Phone Number (305)758 -2837 Parcel Number 1132060135650 Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVIC Phone: 954- 979 -2137 Building Department Comments 4 impact windows Inspector Comments Passed -. s e V_ F- 61f S '�F I2)At_1 AA U l ; ok� Failed .1a N v -r • Correction i `,J r o v= rr3 - i - Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 18, 2009 For Inspections please call: (305)762 -4949 Page 6 of 19 Miami Shores Village j '* t j 1 Building Department 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING RECEOVE® Permit No. UUS PERMIT APPLICATION OV 0 1 19 aster Permit No. FBC ft -- Permit Tyke (circle): uil ' Roofing Owner's Name (Fee Simple Titleholder) MA RCE E SCRIA F6 0. Phone # 3 U S3 Owner's Address 38 q S+k S1 city _ mi awl+ S IA00-e 5 State 1" L Zip 33 Tenant/Lessee Name Phone # Job Address (where the work is being done) '3 $ N 9S S•1 City Miami Shores Village County Miami -Dade Zip 33 FOLIO / PARCEL # I l - S x.06 - 013 - G 1w SO Is Building Historically Designated YES NO Contractor's Company Name jt dome De o eA ai Arne -Ser v i ee$ Phone # q 5 y - 51 6 - 0 8 8 1 Contractor's Address O -G ! W h b& M L A N I Pkwy 5 U 1 4 e. 30 O city A4I A o. State G A zip 301669 Qualifier Name g OYS t F Cr R AMII A L Phone # 9 5'! - 33 6 a s s 1 State Certificate or Registration No. C -0 g ra N 5 1 Certificate of Competency No Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 6 12G . 00 Square / Linear Footage Of Work: Type of Work: ❑Addition Alteration []New ❑ Repair/Replace ❑ Demolition Describe Work: G31L)RrZ IL (1 �1►7�►gC.; iP Submittal Permit Fee $ zyo CCF $ L t 0 �i Notary $ Training/Education Fee $ C./ V Technology Fee $ ✓• d Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ • 2, See Reverse side -� n �514v Ct c t Bonding Company's Name (if applicable) CIA Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) a Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property 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 approved and a reinspection fee will be charged Signature Signature " A;P- .Xl Owner Agent Contractor The foregoing instrument was acknowledged before me this 10 The foreg g instrument was acknowl ed before this day of 00V , 20 el-, by 9 40yna %° gAnn, day of , by who is personally known to me or who has produced & 2t- who is personally known to a or who has produced As identification and who did take an oath. identificati and who did take an oath. SPRY PUB NOTARY P L _° : �aoRAles NOTARY PUB C: MY COMMISSION # DD 662096 t * EXPIRES: April 11, 2011 N��rE�FFF�pf -`OP Bmded Thru Budget Notary Services .. Sign: Sign: CY J PACINI Print: Print: �Y P 4012-043 1 L = t My Commission Expires: c4 - to _ Z p I I My Co xp j Inc " • / � aFMbtib ®bibbabb ®eB809000[69 APPLICATION APPROVED BY: "� Plans Examiner Engineer Zoning (Revised 07110107) 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 133011 Permit Number: WS -11 -09 -1842 Scheduled Inspection Date: April 12, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: SCHAFER, MARCENE Work Classification: Window /Door Replacement Job Address: 381 NE 98 Street Miami Shores, FL Phone Number (305)758 -2837 Parcel Number 1132060135650 Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVIC Phone: 954- 979 -2137 Building Department Comments 4 impact windows Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 132073. CREATED AS REINSPECTION FOR INSP- 131929. WRONG BRACKET PER NOA JR Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 09, 2010 For Inspections please call: (305)762 -4949 Page 1 of 18