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43 NW 91 St11 -11:30 C le k P OO it-S e ..J /le A-Y_ irD rt.. 4 x- ti t_ S Htir � Passed 4 / 5 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: I NSP- 17201 Inspection Date: 05/15/2006 Inspector: Grande, Claudio Owner: PLATT, BRUCE Job Address: 43 91 Street NW Project: <NONE> Miami Shores Village, FL 33138- Building Department Comments Friday, May 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon 305)795 -2204 Fax: (305)756 -8972 Contractor: SEARS HOME IMPROVEMENT PRODUCTS, INC. Permit Type: Windows /Shutters Inspection Type: WINDOWS Work Classification: Window /Door Replacement Block: Permit Number: WS -12 -05 -1156 Phone Number (305)759 -6711 Parcel Number 1131010000171 Lot: Phone: 561- 732 -6614 Page 1 of 2 !Inspection Number: INSP -16977 Inspection Date: 05/11/2006 Inspector: Grande, Claudio Owner: PLATT, BRUCE Job Address: 43 91 Street NW Project: <NONE> Wednesday, May 10, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: SEARS HOME IMPROVEMENT PRODUCTS, INC. Permit Number: WS -12 -05 -1156 Permit Type: Windows /Shutters Inspection Type: Final Building Work Classification: Window /Door Replacement Block: Phone Number (305)759 -6711 Parcel Number 1131010000171 Lot: Phone: 561- 732 -6614 Page 2 of 2 Passed Inspector Comments wG/ l tub l�5 G .eo0 AA-Jd / 1••j s c 716...) YoC' crio. I S ° °IA2 is - 4 14‘P Failed � Correction Needed 1/ Re- Inspectio Fee — . ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. !Inspection Number: INSP -16977 Inspection Date: 05/11/2006 Inspector: Grande, Claudio Owner: PLATT, BRUCE Job Address: 43 91 Street NW Project: <NONE> Wednesday, May 10, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: SEARS HOME IMPROVEMENT PRODUCTS, INC. Permit Number: WS -12 -05 -1156 Permit Type: Windows /Shutters Inspection Type: Final Building Work Classification: Window /Door Replacement Block: Phone Number (305)759 -6711 Parcel Number 1131010000171 Lot: Phone: 561- 732 -6614 Page 2 of 2 'Inspection Number: INSP -1 63 Inspection Date: 04/24/2006 Inspector: Grande, Claudio Owner: PLATT, BRUCE Job Address: 43 91 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: SEARS HOME IMPROVEMENT PRODUCTS, INC. Building Department Comments Friday, April 21, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon (305)795 -2204 Fax: (305)756 -8972 � e Numbe 12-05-1156 Permit Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)759 -6711 Parcel Number 1131010000171 Lot: Phone: 561- 732 -6614 Page 1 of 2 Passed Inspector Comments 2 % 0 4 t+ po 1 ,404 ° Failed 4/- - Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -1 63 Inspection Date: 04/24/2006 Inspector: Grande, Claudio Owner: PLATT, BRUCE Job Address: 43 91 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: SEARS HOME IMPROVEMENT PRODUCTS, INC. Building Department Comments Friday, April 21, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon (305)795 -2204 Fax: (305)756 -8972 � e Numbe 12-05-1156 Permit Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)759 -6711 Parcel Number 1131010000171 Lot: Phone: 561- 732 -6614 Page 1 of 2 Building Department BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Electrical Owner's Name (Fee Simple Titleholder) aV 2t E PLA` 1T Phone # Owner's Address q I s` r • City r'► Arw State FL . Tenant/Lessee Name Job Address (where the work is being done) 4 3 0.•-.1. q I Sr -3T' City Miami Shores Village County Miami -Dade Zip 33 1 50 Is Building Historically Designated YES NO Contractor's Company Name S ff./N.05 +tone tin P• Contractor's Address i O2 Jt r 1_. CE:WO - P -- City t-ON ev' ao00 State F State Certificate or Registration No. (.(0C- OI z53& $ Value of Work For this Permit 19 9 4 5 6 ; Miami Shores Village 10050 N.E.2nd Avenue �' • . 'da 33138 Tel: (30'. r : 1`.+ ..: 72 Plumbing Zip 3150 Phone # * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * ** * * * * * * * * * * * ** ;Master Permit No. Phone # Mechanical Roofing Zip 32150 Qualifier ALF 2 t--1`I fl AO Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: Type of Work: EAddition ['Alteration ❑New 411 Repair/Replace ❑ Demolition Describe Work: 17-EPLJCE. 1 Jl kaCXO • Submittal Fee $ Permit Fee $ Z Z 0 Iv � CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ (p , — 7 S Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 2 9 8. 15 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State ,„ Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property 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. Signatur Owner or Agent The foregoing instrument was acknowledged before me this 2! day of OO v , 20 OS , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY,. 1 :LIC Sign: C 1 Print: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 Notary Public State of Florida Alex Mustelier • 'No ri Expires 0811212009 Contractor The foregoing instrument was acknowledged before me thisr,111 day of 1Jou ,207S,by Aitc - t2Q W41,3, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expir ************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** bJ **************************************** * * * * * * * * * *) * * * * * * * * * * * * * * * * ** :**** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,689 Lot Size: 12,012 SQ FT Year Built: 1956 Legal Description: 1 53 41 .28 AC M/L E84FT OF W378FT OF S178FT OF SE 1/4 NW 1/4 SE1 /4 LESS S35FT LOT SIZE 84 X 143 OR 20663 -2987 09 2002 1 COC 21805 -1820 10 2003 1 Year: 2005 2004 Land Value: $173,239 $124,242 Building Value: $144,327 $133,568 Market Value: $317,566 $257,810 Assessed Value: $265,544 $257,810 Homestead $25,000 $25,000 Exemption: Total Exemptions: $25,000 $25,000 Taxable Value: $240,544 $232,810 Folio No.: 11- 3101 - 000 -0171 Property: 43 NW 91 ST Mailing Address: BRUCE PLATT AURCLIE PLATT 43 NW 91 ST MIAMI SHORES FL 33150 -2254 /Miami -Dade My Home My Home miamidade.gov Show Me: Property Information Search By: Select Item El Text only '9' Color Aerial Photography - 2004 Digital Orthophotography - 2003 Property Appraiser Tax Estimator Summary Details: Property Information: Sale Information: Sale O /R: Sale Date: Sale Amount: 21805 -1820 10/2003 $320,000 Assessment Information: ACTIVE TOOL: SELECT Aerial Photography - AirPhoto USA 2004 N ft q Q l[4 n413® I 0 We appreciate your feedback, please take a minute to complete our survey. My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 About 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, please click here to let us know. E -mail your comments, questions and suggestions to Webmaster Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 2 113 ft http: / /gisims2 .miamidade.gov /myhome /propmap. asp ?app= none &bytool = ADDR &cmd =FI... 12/2/2005 • NOTICE OF COMMENCEMENT N (v A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION N PERMIT NO. TAX FOLIO NO. ( 31 0 1 0 000 1 STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal description of property and street address: 1 53 41 . Z2 PG rl I L CF 4 FT OF .‘J 37 & FT OF 5)78 FT 43 N - , FL. 331 S/ 2. Description of improvement: N.-11 nacGw S 3. Owner (s) name and address: AOO€LIE PLATT r • 43 tJ I 9 1 sT 5F. i liA r11 V '3 FL. 33150 Interest in property: p"^.11 n. Name and address of fee simple titleholder: 4. Contractor's name and address: 5' PIZ5 44C)fl 1 PP . 5. Surety: (Payment bond required by owner from contractor, if an,JATE OF FLORIDA, COUNTY OF DADE IHE Name and address: Amount of bond: $ s office on dand •• ►rua�Np��i "'" 7. Persons within the State of Florida designated by Owner upon whom notices s 7 r documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: / 6. Lender's name and address: Name and address: 8.In addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (1) (b) 7., Florida Statutes: Name and address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) of Owner Print Owner's Name Sworn to and sub Notary Public Print Notary's Name My Commission Expires: AV -t t.1 t= pL– Notary Public State o o n 41*j telier " day of ig My Commission DD431780 x ires 0611212009 t Z. Al- FL. CEn1T1 -P.L_ 1214.w !. ERTIFY that this is a tru 900 2203 1111111 C-F1 2005R1266.4-4-4- OR Bk 24025 Ps 4937; (fps) RECORDED 12/08/2005 09 :59 =33 HARVEY RUVIN► CLERK OF COURT MIAt1I -DADE COUNTY? FLORIDA LAST PAGE y of the da dr LO ►.t( -,�.► 000 EL- 3 275( 1 : VED PERMIT SERVICES INC S 31 AVE « POMPANO BCH, FL 33065' Fenn 104 Issue Date: 12/19/2005 Owner's Name: BRUCE PLATT Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 43 91 Street NW Contractor(s) Phone SEARS HOME IMPROVEMENT PRO 561 - 732 -6614 Yes Primary Contractor Comments: REPLACE 17 WINDOWS Additional Information Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/08/2006 Type of Work: WINDOWS No of Openings: 17 Additional Info: 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. Building Department File Copy Applicant Signature Permit Status: APPROVED Permit Number: WS -12 -05 -1156 Phone: Parcel #: 1131010000171 Block: Lot: Section: PB: Total Square Feet: 0 Total Valuation: $ 19,945.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Fees Due Amount CCF $12.00 Education Surcharge $0.40 Permit Fee $270.00 Scanning Fee $9.00 Technology Fee $6.75 Total: $298.15 Invoice Number WS - 12 - 05 - 23152 Total: DEC 2 2 PAID c -k 2 44-03 Amt Due Amt Paid $298.15 9,�3 t� NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. AREA (SF) q = qz GCp qi = qh Gcpi P 10 - zone 4 39.43 1.00 39.43 -0.18 46.52 Pos 39.43 -1.10 39.43 0.18 -50.47 Neg 15 - zone 4 39.43 0.98 39.43 -0.18 45.73 Pos ' 39.43 -1.08 39.43 0.18 -49.68 Neg 20 - zone 4 39.43 0.96 39.43 -0.18 44.95 Pos 39.43 -1.06 39.43 0.18 -48.89 Neg 25 - zone 4 39.43 0.94 39.43 -0.18 44.16 Pos 39.43 -1.04 39.43 0.18 -48.10 Neg 30 - zone 4 39.43 0.92 39.43 -0.18 43.37 Pos 39.43 -1.02 39.43 0.18 -47.31 Neg 35 - zone 4 39.43 0.90 39.43 -0.18 42.58 Pos 39.43 -1.00 39.43 0.18 -46.52 Neg 40 - zone 4 39.43 0.88 39.43 -0.18 41.79 Pos 39.43 -0.98 39.43 0.18 -45.73 Neg 45 - zone 4 39.43 0.86 39.43 -0.18 41.00 Pos 39.43 -0.96 39.43 0.18 -44.95 Neg COMPONENTS AND CLADDING WINDLOAD PER 2001 FBC, roof <= 60 feet Customer: Sears Home Improvement Products, Inc. Residence : Platt - 4516137 Location : 43 NW 91st Street Municipality: Miami Shores, FL Date: 12/05/05 Specific Data Exposure Classification = C Hz = 10.00 Wind Velocity = 146.00 I - Importance Factor = Category I 1.00 Kz - Element Height Exposure Coeffici 0.85 Kh - Building Height Exposure Coeffici 0.85 Kd - Directionality Factor 0.85 Velocity Pressure Calculation qz = .00256 x Kz x Kd x (I x V) ^2 39.43 qh = .00256 x Kh x Kd x (I x V) ^2 39.43 Calculations for Components and Cladding Gcpi - Internal Press. Coeff. = 0.18 Gcp - Interpolate from Figure 6 -5A for Specific Area Assume Building Fully Enclosed - All exterior openings are shuttered or impact p = q (GCp) - qi (GCPi) feet mph , Table 6 -5 , Table 6 -5 , Table 6 -6 psf for element psf for building +/- , Table 6 -7 •. John,H. Oms4ae i F.E • • • FL 1,:t i517i3iENV019 . • t0y nfq EnttidedIridg Solutions, Inc. 935 N.W. 31 Ave., Suite D • Pompano Be §ch, F� ,3Qt g • • • • • • • • • .. ..•. • • • .. • • • • • • • • ••• • •.•• • • •• ..• • • . ... • • • • ... • • • • • • • • • • • • • .. . • • • • • • • • • • • • .. .. • • • •. •. 000 • • • • .. • • • • .. • • • .•• •• • • • .. . '• • • • • • • • • . • • .. • • • • • • • • • • • .•• • • • • •.. • Z��- ... • G.' E z • jit • 410 • • . . •••• • • C COPY r/i° $ ) 1 ii i ► p `t AREA (SF) q = qz GCp qi = qh Gcpi P 10 - zone 5 39.43 1.00 39.43 -0.18 46.52 Pos 39.43 -1.40 39.43 0.18 -62.29 Neg 15 - zone 5 39.43 0.98 39.43 -0.18 45.73 Pos 39.43 -1.36 39.43 0.18 -60.72 Neg 20 - zone 5 39.43 0.96 39.43 -0.18 44.95 Pos 39.43 -1.32 39.43 0.18 -59.14 Neg 25 - zone 5 39.43 0.94 39.43 -0.18 44.16 Pos 39.43 -1.28 39.43 0.18 -57.56 Neg 30 - zone 5 39.43 0.92 39.43 -0.18 43.37 Pos 39.43 -1.24 39.43 0.18 -55.99 Neg 35 - zone 5 39.43 0.90 39.43 -0.18 42.58 Pos 39.43 -1.20 39.43 0.18 -54.41 Neg 40 - zone 5 39.43 0.88 39.43 -0.18 41.79 Pos 39.43 -1.16 39.43 0.18 -52.83 Neg 45 - zone 5 39.43 0.86 39.43 -0.18 41.00 Pos 39.43 -1.12 39.43 0.18 -51.25 Neg COMPONENTS AND CLADDING WINDLOAD PER 2001 FBC, roof <= 60 feet Customer: Residence : Location : Municipality: Date: Sears Home Improvement Products, Inc. Platt - 4516137 43 NW 91st Street Miami Shores, FL 12/05/05 Specific Data Exposure Classification = Hz = Wind Velocity = I - Importance Factor = Category I Kz - Element Height Exposure Coeffici Kh - Building Height Exposure Coefficii Kd - Directionality Factor Velocity Pressure Calculation qz = .00256 x Kz x Kd x (I x V)^2 qh = .00256 x Kh x Kd x (I x V)^2 Calculations for Components and Cladding Gcpi - Internal Press. Coeff. = 0.18 +/- , Table 6 -7 Gcp - Interpolate from Figure 6 -5A for Specific Area p = q (GCp) - qi (GCPi) C 12.00 feet 146.00 mph 1.00 0.85 , Table 6 -5 0.85 , Table 6 -5 0.85 , Table 6 -6 39.43 psf for element 39.43 psf for building Assume Building Fully Enclosed - All exterior openings are shuttered or impact • John.H. Qmslaer, RAE. • • FL 6 f6t713iEI 0:1.1 • • O nk, nt, rteeridg Shcutions, Inc. 935 N.W. 31 Ave., Suite D • Pompano Beach, FL..3.3QCq •••• • •••• • • • •• • •••• • ••••• • •••• • ••• •••• • •• • •• • • .. • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• • • • • • • . •• ••• • • • ••• • • • • ••• • • • • •• .. ••• • • . • • • . ••• • • • • • ••• • • • • • • •• • • • ••• :. ••• ••• •.. • • • • • ••• . • ••• • •• • ••• . . •• .•• .....•.• • •• • • • • • ••• ••• • • . • • •••• •• •••• • .... • • • • • • • • • 1 2 3 4 5 • •• • • • ••• • • • •• • • • •••• • • • • •••• • • • • • • • •• •• •• • • • • • • •• •••• •••• • •. •ZRis specification does not certify product approvals or any approved systems. It is to be used to indicate • • • •design pressures only. See specific product approval for product certification and installation information. • • • _ • Predatt Table DescriptRfi : .`Wndow # • see order Acceptance 5'x6-_ ., 3 37 iites /-5&5 NOTES: Design wind load 146 m.p.h. gust, exposure C. Designed in conformance with 2001 FBC. Products anchored and shimed per Product Approvals. All fasteners to be coated (tapcons) or stainless steel. Contractor to verify dimensions and suitability. Does not certify existing structural envelope. Exterior and interior finish to match' ° 9c, 7/- 60, 7 6;) 37X5 37 Aeoz.. - e5P, °? Assumed Fully Enclosed Structure Mean Roof Height = 12 feet End Zone 5 Width = 4 feet Sears Home Impr.Products, .•• •• Platt - 4516137 : 43 NW 91st Street • • . • • : •.. • Miami Shores, Fl.• • • • • • • Dynamic Engineecin'ySolutiory , jlpg EB 9011, PE 527 ••.. 935 N.W. 31 Ave,..3 j e D _ • • Pompano Beachel John H. Omslaerr, P. • • • • • •••••. • • • •••..,, • • ••.••. • • •••.. • • ••••. •••••. • • • ••••.. • •... • Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. Mullion Required Impact Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required 1 ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF ( +) 1'SF ( -) PSF 1 .4,IIi- 400 64 -0 21.03 (GO .0 70.0 45.73 4q.(48 35 v (07 140 NI E-. yt� Z .) 04 - p3c>3.0I 50.0 50.0 4573 4 q• ( c 8 - Mc 'A (a2 ., .t •, 3 •, 04 - 03 03 -01 53.0 50.0 45.73 49 - CcV 3S Y (0 " • t •, 4 „ O L1 . 0 i-1 Z I .03 cc0 0 10.0 45. Oct .mss cc 2 .. .1 5 ., 4( 50.47 3C2 x 37 " NO „ Co `` -1 45.13 49.(0$ 37.1 (vZ •, ■I:3 " 1 •. , ••` - 45.13 49 cob 3 1 t,Z •, ii ,, S5 .. •, •, 4(.5z- 50.47 37 t 50 „ %1 „ 9 „ ,. ,. Mc,.SZ -47 3"7 .56 ., ., 1 is c. „ 4( .52 GZ.29 al v56 is WO i‘ 11 •1 `l •■ 4(.52 (02.99 3 50 �+ NQ „ IZ %. ., 4573 60.72 37 Y CoZ . V ., 13 11 • ` •■ 45.73 (,0.72 3-7 V (.2. . , It) ■ N 14 1 N ■ ,, t{t; 5Z 50.47 3<2 "-. 37 ' MO 15 ,, „ ,r 45. 73 W•7 3 li (,Z ■, N11=5 ■• 1 `) `• 45.73 (c. 7a 3 Y (..;:a i. if is 17 1 `• " 4cG - c,z.29 3c,,- 37 „ NO „ •• • • • • •••••• • .• • .• . 0 000.. • __ .. , • . - • •.•• . , •••••• • •••• • 4 • 1 • • • • 00• • •••••• • . • . • • • 0000 • • • • • •• • •••• • • ••• • • • • .• •••••• •••••• •.•.•• • • ••..• • • •••0. • • • • • • • •• ••••.. • • .••••• • • Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number • Design Pressure Pressure Size Yes /No Yes /No Yes / No ( +) PSF ( -) PSF ( +) I'SF ( -) PSF I -so.) IN OO. 64- 0 (00 .0 10.0 45.70 4c1. (48 35 v (o 140. `IE) 'y�� Z .) 04 _0303.01 50.0 50.0 45.'73 4Ci.(c 3S .# (02 " ,t ,, 3 04 - 0303.01 50.0 50.0 45 .73 4ci -OS ass Y (fi2 .1 „ 4 „ ot- 1.0421.03 c .0 10.0 45.73 4ct • s 35 y. (c2 .. ‘1, ,, 5 „ " " 1 41051 50. 30 x 37 .N 140 %% • .) '45.13 49 . ( o $ 3 7 & 2 - 1 %1 1 ' „ - 45.13 49t4iSS 37 si (p2 ., li %, Ss `■ 4tO-5Z 55.47 37 t 50 , ■1 ., 9 " ,. „ e1( 5 31 . x. 50 ,, „ 1\ Ic c. ,. ,, 40,5 Gz.Z9 31 ' 5b `, WO ‘, II ,) ' •, 4(,.52- to2.ct9 —6 1 - 0 50 '- NO „ ►Z 1 „ 4573 6032 Si v CZ \IE5 %. 13 " ,` " 4513 (00.7Z 3 s (. •, It) ,, iy 1 , , + + L 52- 50.47 3c:- .- 37 ., • 1J0 „ 15 „ „ ,a 45.73 tdO.72. 31 It ( , .• , 1( , „ 45."73 C-b.72 31 x (o2- ,. tl` ,. 17 1 „ - 40..5 62.29 3G,,.. 37 ., 140 ,. •• • • •• •••••• • ... • • • • i • • •• - • •...•1 •- -- • • • •• • , • • •• •• .••• • • • •••••• ••-• ;y • - . • • • •••• • • • • • • • • • •••• • ••• • • • •••••• • • • •••••• • • •••••• • • ••••• • • ••••• ••••.. • • • •.•.•• • • ••.••• • • L Sears Home Improvement Products, Inc. License No. CB CO39161 P.O. Box 522290 • Longwood, FL 327522290 Address: L1:\ Grids: E2 -S0 - Rev. 08/02 L Oty Qty Oty Qty _ 1 T 0 r Glass" ❑ Clea Low E 4- ❑ Bronze ❑ Gray J •• • Replacement Windows AQVC [ • Name: `iL� 2\()rj Pho Reg l q� ) s ' 1 at • ••. :•• I/We, the owners of the premises described below, hereinafter referred to as "Purchaser" offer to Products, Inc. hereinafter referred to as "Contractor", to furnish, deliver, and arrange for installation premises located at: According to the following specifications: 1. Remove existing units to be replaced. (NOTE: Removed units are likely to be damaged.) 2. Prepare openings as necessary to receive replacement units. (No finish work other than n rmal install Li to be done unless otherwise noted below.) 3. Install Sear,)'( 4 y — c — ( S'µ``. 1 s. .*ndows in openings described below to the following spl4fiFft� niis ..- Color: /White ❑ Beige ❑ White /Light Woodgrain ❑ White /Dark Woodgrain (� Type: DH ❑ SH ❑ 2 -LR ❑ 3 -LR ❑ PW Iher f i c:4.) c — 4- 0 • • /•Z e5 ACCEPTED 8V: Scars Home Improvement Progocts, Iro. • • • Dale • • • • • • • • • • • • • • SEARS HOME IMPROVEMENT PRODUCTS Qty a • :� ❑ Other Qty _ ❑ OBS IA, ❑ OBS Full ❑ Keepsafe NOTE: Tempered glass will be installed to meet building codes. Date 0 City: r �4 L • • • • contract with Sears Home Improvement • • of • all • • ll materials necessary to improve the • •• • (City) • • • • • • (Site): • • 4 : (Zip) • • • • • • ••• ••• Top 0 Full Bottom 0 Warranty: Manufacturer's Warranty sent upon completion. 4. Existing units NOT to be replaced: Vr C 't L 9 — Di-' ( �( JJ.1 �' 5. If applicable. after completion of project, the application and removal (storage) of shutter panels shall be the responsibility of the purchaser. I event the project requires the installation of storm shutters or egress windows, Contractor will not re- install any effected security bars. 6. Special instructions: (i I] s - t cl 1 All P7— Kil-W-f- 41► F-r . c . � � I -r�—> 7. Clean up job related ebris and provide necessary permits and insurance. 8. If applicable, in the event that Contractor is unable for whatever reason to obtain the proper permits prior to the commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. 9. Allow approximately 3 -6 weeks for installation. Screens' CHECK IF OTHER THAN FIBERGLASS" (On Sashes Only) ❑ Alum ❑ Solar IS— paAk N om, LA a - PL.) 1 - 0 Aw • • ilca!!dh• • • J•b hit S fv l J � • ❑ Other Oty 0 Other Oty — NOTE: THE WARRANTY PROVISIONS AS STATED ON TI- E REVERSE HAVE BEEN EXPLAINED AND 1/WE UNDERSTAND THEM FULLY. ADDITIONAL PROVISIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE A PART OF THIS CONTRACT. m r r re Please read the following bold type and initial corresponding line. Verbal understandings and agreements with representative tall not be binding. All understandings and agreements must be set forth In writing in this Contract. Due to climatic conditions, interior condensation may occur. Purchaser Initials: The TOTAL PRICE for all Labor & Materials (including any applicable discount) is $ 1 9 4 1 1 1 S — .00 Down Payment $ .00 Balance Payable $ 19' r .00 Contract Price State Sales Tax(_ %)$ 0 (If applicable) Total Contract Price $ I �: V 'Terms: Credit fl (Subject to the approval of the Credit Department) Cash U (Final Payment payable to installer upon completion) Funded by: Bank • • •• • • • • • • • • • • • • •• • City St. • Acct R • • • 10% Preferred Customer Discount (PCD?awaRled fort* fu urc�SeOs mg lfr�roveRi Products purchases. Current pricing available for one (1)year. • 11 this is a credit transaction, the agreemsRlt•for claeitis cofltainedfn a d'tpaaaterfocument which is incorporated herein by reference and made a part hereof. I We the undersigned are hereby authorizing Sears Home Improvement Products, Inc. to verify and review my /our credit record with an independent credit reporting agency and release them from all liability incurred from inadvertent omissions or errors. IN WITNESS WHEREOF Purchaser(S Tave hCreunto sii i thegame(sfeliC21 day of IJJ 20 O— and acknowledge receipt of a true copy of is Coryraal and wk. otherwise specified, it is understood that the owner v is ready for work to begin. THIS MESSAGE APPLIES TO Dal• R S'O:DdOR bALFS ONLYIDYou the Purchaser(s) may cancel this transaction any time prior to midnight of the third c fter•the datebf thi?transactlon. SLe accompanying notice of cancellation form for an explanation of this right. Signature affixed below acts as receipt that Purchaser(s) received separate cancellaUOn toms. Dato Date I j • • Bevel Col Soule Col Flat Diamond Clear White Tan Wd Grain Brass L Sears Home Improvement Products, Inc. License No. CB CO39161 P.O. Box 522290 • Longwood, FL 327522290 Address: L1:\ Grids: E2 -S0 - Rev. 08/02 L Oty Qty Oty Qty _ 1 T 0 r Glass" ❑ Clea Low E 4- ❑ Bronze ❑ Gray J •• • Replacement Windows AQVC [ • Name: `iL� 2\()rj Pho Reg l q� ) s ' 1 at • ••. :•• I/We, the owners of the premises described below, hereinafter referred to as "Purchaser" offer to Products, Inc. hereinafter referred to as "Contractor", to furnish, deliver, and arrange for installation premises located at: According to the following specifications: 1. Remove existing units to be replaced. (NOTE: Removed units are likely to be damaged.) 2. Prepare openings as necessary to receive replacement units. (No finish work other than n rmal install Li to be done unless otherwise noted below.) 3. Install Sear,)'( 4 y — c — ( S'µ``. 1 s. .*ndows in openings described below to the following spl4fiFft� niis ..- Color: /White ❑ Beige ❑ White /Light Woodgrain ❑ White /Dark Woodgrain (� Type: DH ❑ SH ❑ 2 -LR ❑ 3 -LR ❑ PW Iher f i c:4.) c — 4- 0 • • /•Z e5 ACCEPTED 8V: Scars Home Improvement Progocts, Iro. • • • Dale • • • • • • • • • • • • • • SEARS HOME IMPROVEMENT PRODUCTS Qty a • :� ❑ Other Qty _ ❑ OBS IA, ❑ OBS Full ❑ Keepsafe NOTE: Tempered glass will be installed to meet building codes. Date 0 City: r �4 L • • • • contract with Sears Home Improvement • • of • all • • ll materials necessary to improve the • •• • (City) • • • • • • (Site): • • 4 : (Zip) • • • • • • ••• ••• Top 0 Full Bottom 0 Warranty: Manufacturer's Warranty sent upon completion. 4. Existing units NOT to be replaced: Vr C 't L 9 — Di-' ( �( JJ.1 �' 5. If applicable. after completion of project, the application and removal (storage) of shutter panels shall be the responsibility of the purchaser. I event the project requires the installation of storm shutters or egress windows, Contractor will not re- install any effected security bars. 6. Special instructions: (i I] s - t cl 1 All P7— Kil-W-f- 41► F-r . c . � � I -r�—> 7. Clean up job related ebris and provide necessary permits and insurance. 8. If applicable, in the event that Contractor is unable for whatever reason to obtain the proper permits prior to the commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. 9. Allow approximately 3 -6 weeks for installation. Screens' CHECK IF OTHER THAN FIBERGLASS" (On Sashes Only) ❑ Alum ❑ Solar IS— paAk N om, LA a - PL.) 1 - 0 Aw • • ilca!!dh• • • J•b hit S fv l J � • ❑ Other Oty 0 Other Oty — NOTE: THE WARRANTY PROVISIONS AS STATED ON TI- E REVERSE HAVE BEEN EXPLAINED AND 1/WE UNDERSTAND THEM FULLY. ADDITIONAL PROVISIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE A PART OF THIS CONTRACT. m r r re Please read the following bold type and initial corresponding line. Verbal understandings and agreements with representative tall not be binding. All understandings and agreements must be set forth In writing in this Contract. Due to climatic conditions, interior condensation may occur. Purchaser Initials: The TOTAL PRICE for all Labor & Materials (including any applicable discount) is $ 1 9 4 1 1 1 S — .00 Down Payment $ .00 Balance Payable $ 19' r .00 Contract Price State Sales Tax(_ %)$ 0 (If applicable) Total Contract Price $ I �: V 'Terms: Credit fl (Subject to the approval of the Credit Department) Cash U (Final Payment payable to installer upon completion) Funded by: Bank • • •• • • • • • • • • • • • • •• • City St. • Acct R • • • 10% Preferred Customer Discount (PCD?awaRled fort* fu urc�SeOs mg lfr�roveRi Products purchases. Current pricing available for one (1)year. • 11 this is a credit transaction, the agreemsRlt•for claeitis cofltainedfn a d'tpaaaterfocument which is incorporated herein by reference and made a part hereof. I We the undersigned are hereby authorizing Sears Home Improvement Products, Inc. to verify and review my /our credit record with an independent credit reporting agency and release them from all liability incurred from inadvertent omissions or errors. IN WITNESS WHEREOF Purchaser(S Tave hCreunto sii i thegame(sfeliC21 day of IJJ 20 O— and acknowledge receipt of a true copy of is Coryraal and wk. otherwise specified, it is understood that the owner v is ready for work to begin. THIS MESSAGE APPLIES TO Dal• R S'O:DdOR bALFS ONLYIDYou the Purchaser(s) may cancel this transaction any time prior to midnight of the third c fter•the datebf thi?transactlon. SLe accompanying notice of cancellation form for an explanation of this right. Signature affixed below acts as receipt that Purchaser(s) received separate cancellaUOn toms. Dato Date I j • • R1 TAIL PRICE I DISCOUNT 81,500.00.. $2,409200 • • • • • • Jt • 5% • _ 0 $2,500.00 - $2,999.00 •— •— •—•—•— •• • S. ~ ) • 0 •I % $13,000 - $22,9141.00 • • 15% • 823.000.00 - 027.f✓ •T• •• • • • 20 • • . 25% • 828,000.00&gyp• ••• I 0 WINDOW PROPOSAL WORKSHEET Da ' I —21— r • • • • • • G Phone:� 3 1� / ) ^ II AfficeInc.aid#: • i • Glom X L bt f`t� _ • •• 9alesRdp: •• P.A h (! • Cit4: ( !� i pt A 5//4 F5 Job No./Lead No.: 9s t l u i 11:11111M.W.� rim= L) 111111311111 tatirommum LIA v 10 MO EL COLOR U.I. IOWA 111 \10,l11,1111011110 1r 11 • \ 1 GRID •MIN ram rano warn P se 0 X x X 4 5 8 11 12 13 15 16 (ti7 L1E�11111/11 aCiski. • 3Ttt WD HT WD HT �. ago i/ fI► i&1oi. r d story - use additional worksheet GLASS SCRFFN • FRONT TEMP/OBS Total $ 1 WO E AMOUNT 2 b t3�Y XY2 tS .. Series Fo F ER WIDTH 8 HEIGHT R EACH UNIT TO BE LACED AND ENTER RRESPONDING NUMBER LEFT De,ail ad nal labor and charges: 'Be LINSTRUCTIONS \ ws Specify window type (ie, casement DH. etc.) VOLUME SAVINGS l.B! Rer. (5g{ , • • • OFFICE USE ONLY RITE; • • • • � • • • 0 • • • • SAL I AGED A=PROVAC •• •• • • • • • • .'rm • • • • . M440 MMOVOMMT MOO= IM •• • • WD HT D • i • • BACK 2% Travel Auditing Manager • •• ••• • •H} • • • � ' • • ▪ • • • • Volume Savings % ($ SUB TOTAL ($ Other (5 I.V.D. (Coupon) (5 ••• •4 • • 2 • 1 r• • NWITE CORRORAT ▪ • • YELLOW - BRANCH PINK - INSTALLATION • • • ••• • • • • • • • • • ••• • • • • ••• •• TOTAL MODEL WD PD 'Patio D DH • Double 2LR Two -itr EV Three -L PW Picture SH Single I- 1LR Single CR Casemi CL Casemi AWN Awning HOP Hopper GW Garden BAY Bay BOW Bow COLOR: White Tan LWG Light W. DWG Dark W GLASS: CLE Clear Hy -Lite Block E2 Low E/: GRAY Gray Ti BRZ Bronze OBS Obscur OBSBOT Obs. & KEEP Keepsa TEMP Temper GRIDS: CF Colonia CT ' Colonia DF Diamor DT Diamor SCULP Sculptu PER Perimel PRA Prairee SCREENS: FULL OR HALF ALUM. MISCELLANEOI MULL Mullion CAP Cap Fa RETAIL PRICE DISCOUNT 51.500.00.. $2,411e•0 • • • • • • • • •5% • 4 0°/ • • • $2.500.00 - $1 ,999.00 • • • • • S13,000 • S22,996.00 • • • •15% • 523.000.00.527`9A9. ,•• • •• ••• • i0% 08,000.00 a Up 25% Date: Phbne:i; , Cuitomir: City: Series Fo ?sato d story - - use additional worksheet 1 TE M MODEL COLOR I. SPECIAL E ER WIDTH ii HEIGHT R EACH UNIT TO BE LACED AND ENTER RRESPONDING NUMBER LEFT HT INSTRUCTIONS: RATE; • • I • • • • SAL MA GE A E1-111 Re - \\ -1\ -O\ OFFICE USE ONLY • • • • • • R•VAC • • • ••• • • • • ••• • • • • • • • • • • • ••• • • WINDOW X x WD HT WD HT GL SS onal labor and charges: _ iifi11111111111►Zf1 FRONT es: Specify window type (ie, casement DH, etc.) VOLUME SAVINGS ••• • • . • • • • MAN 1+10•11V(1.1.7 01.100.111 SEAMS PROPOSAL WORKSHEET • • •• • • • Office LOc anu #: • • • • Sallesfltp • • •• • WD KG • • •W: �T• • • •• ••• X # • • X• —;I • • .• • X•• # ; • • ?l • • • • • ••• •• R WD BACK WD HT X X X X x X M ILAN __ __ ilT 1113 T. ID MIME =Mil 4 5 6 10 11 12 13 1•11111 14 15 16 11 12 Total $ REEN GRI Job No./Lead No.: WO HT TEMP/OBS S AMOUNT ovO, S u3 4a-1" 2 %Travel Auditing Manager 42. • • • • WHITE- CORPORATE • YELLOW- BRANCH Volume Savings • • ••• •, • • • • • • • • • • • • ••• o D • • • • MODEL PD DH- 2LR EV PW SH 1LR CR CL AWN HOP GW BAY BOW Patio Dc Double I Two-Lite Three -LI Picture Single H Single S Caseme Caseme Awning Hopper Garden' Bay Bow COLOR: White Tan LWG Light We DWG Dark W GLASS: CLE Clear Hy -Lite Block E2 Low E/S GRAY Gray Tv BRZ Bronze OBS Obscun OBSBOT Obs. Br KEEP Keepsa' TEMP Temper GRIDS: CF CT DF DT SCULP Colonia Colonia Diamon Diamon Sculptui PER Perimet PRA Prairee SCREENS: FULL OR HALF ALUM. MISCELLANEOL MULL Mullion: CAP Cap Fa. 1 2 % ($ - ► 3� - SUB TOTAL (S Other (5 e I.V.D. (Coupon) I ` //11� /) cs 2 ? 16 TOTAL PINK - INSTALLATION IMPORTANT INFORMATION: Corner of Bldg to edge of mindow and Window Sizes „ .,.; > • .• . • •• . • •• • • 0411 • • • • • . • •••.••: , . THIS DRAWING AND IS. IN PART • • • • •• •• • I•• • ■ • • • • '11. 310 r 1 . , 1 , , Alaillialli _ _ _ , W MI(IIMIIIMIIII 14 ft a I I ! 1 • i , ■ r " . 3 I IP .. x i 1 1 re I I I I ' l't 1 i N 1 I 1 I ■ i 1 'MIMI' 1 i i I ' i OSINIF i i , I I I tf ; 1 Y WOW 7 • 1 1 • ' i I i , 1 1 1 i I ler NOV 1 Nill 1 I 1 i , • • I . 6 , gP / , i 1 •• ! : k , -,r. Vi.--) 1 , i 1 . . . , , t- 1 ' • , ,•• • , i • ,•• , 1 „ : ; • • . , , . , • , • i •J , 1 •.,.• i . . : , • • i I i ! • • • _...- ' \ ; • i 7 i „ • l!ao• I i 1.1 111/1! * • ' / i i ,•!-'•-• 1. i - -'- - 1 1 : i l''''• I i , : ..- i ... ii; ! ! • : ! : i i • • !e• :•.- • AI • ! : ; • ••1••■•• 1 , ..........e....... i • .. al . ,..,,I I ! i i L.. --L. I i • 1 i • \ . : • i . ' -1-.-- ,...-- I / 16 : 1 I. , _ •I . I , I ' 1 r- , ■ Inilha I IOW , _ 1.0 : i ! I ! ' !___•_.. ; i • , : • i .. • .. 1 j • • ! ,..) ! •••••: i• • i •• , • ,•• , 1 ' • • • A ■ / 6_4 6-. 1 .. : • tle 11 o 43, Mean Roof Type of Wall: i of Stories: # of Openings i of Openings to be replaced: IS THE PROPERTY AN INSTRUMENT OF WITHOUT THE EXPRESSED Height: 1 Hurricane Shutters: Building Length: Width• DimensiAs: C F(- \,______,-, ,, ----- • • • •••• • •• • ' i SITE'-PLA • P ...... • • . . ,c, • , •••• Exterior IIITOTM a twn . ••• . • . . ••• • ..• •..... • e,kS Yes: No: tii) • ..>< 1 to be replaced) SERVICE Do Not Do: \-. Not Customer Address City: V\ Ia . . • ••••I • .. : •••• ._•_. • ■ (Windows \ 0 3 i . T • •••• ..... 1 .• • • - \.) •• \' r%I.^e3: • 7;p. .c. . . AP3 APPROVED PERMIT SERVICES, INC. (954) 590 Completed Phone Number. • . .. ... e'r • • • ••••. By: .. • .•••• OF APPROVED PERMIT SERvICES. INC.' NOT TO BE REPRODUCED IN WHOLE OR WRITTEN PERMISSION OF OWNER. . • • • • • - 0 • • • • . •• • • • • • • f) ie • • •••• ••• • • ••• •••• •••• • • • ...• Room hs'sc. P / ! 1 VI IKIIIP1011111111RM giallIMMIIIIIMMIN namailiIIIMIRMINIHILIMEkiiimaaintiltrni. t/ // tm1A / //1IMMO MIR n1■1//0Mv/1111111t11MKEE I Ic /te n// ■It�/1�`u///�iv/� aIwn HM = ®u / I ///uIW1{ME/11t//® hier2/./IIU* R I/O/ ■l l�ii `vi mIRL1II! I YE R//N1!/a.ERI1//Ei►IDO /'ili>•i� td/ /•! uv /�L`It/! MERMEN! ■ 11/ /1mliffaillulli uW // imuisi 1 unim >• ///1<al /Inminsa/ Room - 3 INFORMATION REQUIRED: Floor to Sill Top of Window to Ceiling Window /Door Sizes THIS DRAWING I5 THE PROPERTY OF APPROVED PERMIT SERVICES. INC.' AND IS AN INSTRUMENT OF SERVICE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN PERMISSION OF OWNER. Interior Elevations Room 2 INIVIttsvaimmumnp Il,1v?•!lliM/EM111111 ! ! I ION IMMIMMIN1111111111.11111,1111 WIBMW III ;®t// /II /t�� 111111/111M111111 =GNOME IIIMMIIMINEN MIME MITI• ImuO/!� ///I�u1 P* m! /1I/ / ///H I*///v/ /I I/It**N tf /atit•u ®// M / //= MUM U i l i a I iann ! I J I1�1! ,ate`= ti�/fIl//1 Room Ilj 11 1! 11! I1111 i !11 !111 1111 1 11 1111III I 11 11!1111!1 II 311; 11 1 !I 11 111 I` 1111 ! 1 I 1 1111 1! 1!11 1 1 11 III 1 1 111111!1 il!I 1 i1 {11 1 1 11111111 111 11 !I.i I 111 111 1111!11 1 1! 11 1 1 1 - E 1 1 ' ?!1111 I! 1 !il ! 11!If 11 !!1111 1 i 11 1 1 i!!I 11_111!!11 1 1 I li i !1!1 !1 !11!!1 ! INFORMATION REQUIRED: • Floor to Sill Top of Window to Ceiling Window /Door Sizes APPROVE) PERK'?" SERVICES, INC (954) 590-2203 Completed By: • • • • • .. • • • • • ..• • • • • .. . • • . • .. • • • C am• Customer Nome " � • • • • Address '1L�- , vu. 1 t •`��' • (��,S�,�o - •Zip : • � City: ► . .. • • • • • • • • • • • • • • • ••.... • • Phone Number: • ' • • • i • • • • • • • ! 11 I � I ii l! I1 1 !Sr'lonsaiWi 1' ° ! /111/// 1 I 1 1! tTife uiiiii iCimeires umir ! i. 1 1 .I.{. Z 1• 11, 1 :•••" i • I 1.1.1. 1 t 1 ! i I 1 1 1! I ! !�1 I 111 I 1 11111 i1 I 'faltiffillellittlalli 1il r17r11011111/r0 /r/ } • +•1• • ! -1 i 1 1 ! ! ! 1 •a• i.!. 1 i 1 1! 1 !! I! I 141Milililliffill 11111ir/ ! 1! 1 1 11 I i ! i• , 1.1 I III I$UUUUR! ! •1•I • ! 1 ! i !i•MPI IP 1 I 1 '• .1.1..1 11 1 1 1! 1! 1! !' I • 1 1 ± ! 1 i i 1 1 I, _L_. • • •••• ••• • • ••• •••• •••• • • • ...• Room hs'sc. P / ! 1 VI IKIIIP1011111111RM giallIMMIIIIIMMIN namailiIIIMIRMINIHILIMEkiiimaaintiltrni. t/ // tm1A / //1IMMO MIR n1■1//0Mv/1111111t11MKEE I Ic /te n// ■It�/1�`u///�iv/� aIwn HM = ®u / I ///uIW1{ME/11t//® hier2/./IIU* R I/O/ ■l l�ii `vi mIRL1II! I YE R//N1!/a.ERI1//Ei►IDO /'ili>•i� td/ /•! uv /�L`It/! MERMEN! ■ 11/ /1mliffaillulli uW // imuisi 1 unim >• ///1<al /Inminsa/ Room - 3 INFORMATION REQUIRED: Floor to Sill Top of Window to Ceiling Window /Door Sizes THIS DRAWING I5 THE PROPERTY OF APPROVED PERMIT SERVICES. INC.' AND IS AN INSTRUMENT OF SERVICE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN PERMISSION OF OWNER. Interior Elevations Room 2 INIVIttsvaimmumnp Il,1v?•!lliM/EM111111 ! ! I ION IMMIMMIN1111111111.11111,1111 WIBMW III ;®t// /II /t�� 111111/111M111111 =GNOME IIIMMIIMINEN MIME MITI• ImuO/!� ///I�u1 P* m! /1I/ / ///H I*///v/ /I I/It**N tf /atit•u ®// M / //= MUM U i l i a I iann ! I J I1�1! ,ate`= ti�/fIl//1 Room Ilj 11 1! 11! I1111 i !11 !111 1111 1 11 1111III I 11 11!1111!1 II 311; 11 1 !I 11 111 I` 1111 ! 1 I 1 1111 1! 1!11 1 1 11 III 1 1 111111!1 il!I 1 i1 {11 1 1 11111111 111 11 !I.i I 111 111 1111!11 1 1! 11 1 1 1 - E 1 1 ' ?!1111 I! 1 !il ! 11!If 11 !!1111 1 i 11 1 1 i!!I 11_111!!11 1 1 I li i !1!1 !1 !11!!1 ! INFORMATION REQUIRED: • Floor to Sill Top of Window to Ceiling Window /Door Sizes APPROVE) PERK'?" SERVICES, INC (954) 590-2203 Completed By: • • • • • .. • • • • • ..• • • • • .. . • • . • .. • • • C am• Customer Nome " � • • • • Address '1L�- , vu. 1 t •`��' • (��,S�,�o - •Zip : • � City: ► . .. • • • • • • • • • • • • • • • ••.... • • Phone Number: • ' • • • M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Simonton Windows One Cochrane Drive Pennsboro, WV 26415 S COPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Storm Breaker Plus Extrude Vinyl PVC Fixed Frame Window APPROVAL DOCUMENT: Drawing No. S -2376, dated 01/21/04, titled " Storm Breaker Plus Extrude Vinyl PVC Fixed Frame Window ", sheets 1 through 5 of 5, prepared by R.W. Building Consultants, Inc., signed and sealed by Wendell W. Haney, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date.by the Miami -Dade County Product Control Division. MISSTLE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the'applicable building.code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA•shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above.. ••• ••• • • • • • • The submitted documentation was reviewed by Theodore t1 - r �ra�r, P. +�. : • ; '•, •• ••• .• • • • •• y j/9z, O ost- $4, • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • •. • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • ••• • • • • • •• • .'. •• •• • • • . • • • .• • ' • • • •••• :: • • MIAMI -DADE COUNTY, FLORIDA • METRO -DADE FLAGLER BUILDING 140 WEST FLAG! R STrEETf :UI E 1603 • • • MI:MI LORIDA.331 Q -3593 ' : (305) 379 -!9 • FAX (304)-375-:908 • • • • : :.• •• ... • o . : • • ••• . NOA No 04- 0303.01 • � x irat1on Date: April 29, 2009 • ; • Ajroval Date: April 29, 2004 • • Page 1 ••• • : • ••• ••• • • • .• • • • • • • • Simonton Windows • • •• • • . • • • ••• • NOTICE.OF ACCEPTANCE: EVIDENCE SUBMITTED . • • •• • ' • . •• A. DRAWINGS 1. Manufacturer's die drawings and sections. •• • • • • • • • . :• . . • • • • • • 2. Drawing No S -2376, Sheets 1 through 5 of 5, titled "Storm Breake$ Plus F.utjugle. • Vinyl PVC Fixed Frame Window ", prepared by R.W. Building Consultants, Inc.,' • • • • • • • dated 01/25/04, signed and sealed by Wendell W. Haney, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per 1-BC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per r'BC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per J 13C, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a vinyl pvc fixed window, prepared by Hurricane Test Laboratory, Inc., Test Report No. A -01- 48840.01 dated January 05 thru 16, 2004, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by R.W. Building Consultants Inc., dated 02/26/04, signed and sealed by Wendell W. Haney, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No..01- 1204.01 issued to "E.I. DuPont DeNemours" for "Sentry Glass ® Plus" dated 01/17/02, expiring on 1/14/07. 2. Notice of Acceptance No. 03- 0507.07 issued to. "SimFx, Inc." for "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/14/03 expiring on 10/12/03. 3. Notice of Acceptance NO. 03- 0711.02 issued to "Dayton Technologies" for "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/19/04 expiring on 02/19/09. F. STATEMENTS 1. Statement letter of no financial interest, dated June 17, 2003 signed by Allan Crum. • • • • • • • • •• • • • • • • • ' " • " Theodore Berman, P.E. Deputy Director, Product Control Division • • • • • • . • • . • NOA No 04- 0303.01 • • • •• • • • ' • • • Expiration Date: April 29, 2009 • • • • • • • • • ••. . • A 1i•oval Date: April 29, 2004 -1 •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • ••• • • • ••• • • • • • • •• • • ••• • • • • • • • ••• • • • • • ••• • • • Simonton Windows • •• •• • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED.• • •; ; • • • . •� :. • .:• :.. . • • • • • 2. Statement letter of no financial interest, issued by R.W. Building Consultants Inc. • on February 26, 2004 signed and sealed by Wendell W. Haney, P� • • • •• . • •• • • I. .. • • • G. OTHNR • .. • • • • •• • 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (NBC). •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• ' • • • • • • • •• • • • • • • •• • • • • - - _••• • - •• • • • •• TheodoreBerman,P.E. Deputy Director, Product Control Division ••� ••�. NOANo 04- 0303.01 •• • • 'Expiration Date: April 29, 2009 • • • • • • Approval Date: April 29, 2004 • • • • • • ... . - 2 • • • • • • • • • • • • • • • • • • • • 111 • • • • • • • • • • • • •• •• • • • •• •• ••• • ■ • ••• • • TABLE CF CONTENTS SHEET # DESCRIPTION I GENERAL NOTES k TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 4 ANCHORING LOCATIONS 5 COMPONENTS. BILL OF MATERIALS k GLAZING DETAILS 1 96" 90.3125" MAX. FRAME MAX. ID WIDTH ' O.LO. WIDTH HEIGHT 2.375" MAX. .L.O. HEIGHT 1 I V. sp 4� r . 1 1 • •••• • •••• • •• •••• ••• • • ••• • •••• • •••• • • • • • •• • • SIMON 1 Cochrane Avenue Pennsboro, WV 26415 Ph. 800.426.2249 STORM BREAKER PLUS IMPACT RESISTANT VINYL PVC PICTURE & NO HINGE CASEMENT WINDOWS GFNERAL NOTES; I. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE "HVHZ" FLORIDA BUILDING CODE. 2. WOOD BUCKS MUST BE ANCHORED PR�O�P��2p��LY TO TRANSFER • LQADS TO • STAIJGTURE AND TO• BE. REVIEWED • • 8Y 8I.41.RiNG OFFICIAL! • 3. PRODUCT ANCHORS SHALL E AS • • LISTLD SPACE SHcwN ON DETAIL$ ANCHOR EyfJ&N6iNir TO BASE MATERIAL SHALL BE BEYOND • WALL•DRE€SINC OR .9O5CCO! 4. FOR DESIGN PRESS RAT • SEE UIF?ET1ENT CO ISAfIb • THIS , FQ. •••• 5. IN yALLAPON OF THIS SYSTNM • DOES* MSl• REQUIRE TNC'USE OF • APPROVED SHUTTER/ • PROTECTION DEVICE. • • 6. THIS ∎PRODUCT MEET •IATL•I! REOUIREPI FOR ,VIGH LOCITr HURRTCAN ONES. • • • • • • • 72" MAX. FRAME WIDTH 66.25" MAX. r _ D.L.O. WIDTH 72" x 60" PICTURE WINDOW STORM BREAKER PLUS EYEBROW W/ LEGS DESIGN PRESSURE . RATING +65.0 PSF -65.0 PSF 98" x 46" PICTURE WINDOW STORM BREAKER PLUS DESIGN PRESSURE RATING +65.0 PSF -65.0 PSF ALL MODELS ARE VIEWED FROM EXTERIOR r 72" MAX. FRAME WIDTH — 60.0625" MAX. D.L.O. WIDTH 72" x 60" PICTURF WINDOW STORM BREAKER PLUS. UN -EQUAL LEG TRIANGLE DESIGN PRESSURE RATING +65.0 PSF -65.0 PSF Ca W n2 72" MAX. FRAME WIDTH 65" MAX. D.LO. WIDTH x 60" PICTURF OW STORM C PLvs 7 TTQ - Ni EMENT DESIGN PRESSURE RATING +50.0 PSF -50.0 PSF a n • 0 O • ° 72" MAX. FRAME WIDTH 66" MAX. D.L.O. Cu 72" x 36" PICTURE WINDOW STORM BREAKER PLUS HALF ROUND DESIGN Z RESSURE RATA:, • +65.0 !SF • -.65.0 PS?' •••••• • •• • •••••• • • • • • -- •• •• •• • • • U 0 - o F a IAW (y co OD • • P I 1€ 4/10;1041.•• scut (N.T.S. Dm. m :•RITZ•• au. er WH DRAWING Pew • • S-•1314• . 3 ' skier • VILI. • • • • • • • • •• • • •••• • • •••• • ••• • • . • •• • •••••• • • •••••• • • • • • • . • • • •. • •••• • •• •• •• • •a•• • • • •IIOR •• • • • • •••• • •. • • • • • •• • • •• •- • • •••• •• • • • h°1 •• Z • • • • • • • • • • ••• • ••• Z r 2X SEE GENERAL NOTE 2 SHT. 1 0 Z In w N . N _. 1 VFRTICAI CROSS SECTION 2 2X 5U8 BUCK STANDARD PICTURE WINDOW NOTE: 1. THE SHIM IS TO BE A "RIGID / STIFF" MATERIAL THAT COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. EXTERIOR AMMO 2 VFRTICAI CROSS SFCTION 2 7X SUB BUCK NO HINGF CASEMENT X SEE GENERAL NOTE 2 SHT. 1 EXTERIOR C) 2 1 VERTICAL CROSS SECTION 1X SUB BUCK SHOWN W /PICTURE WINDOW ONLY HEAD SHOWN SILL I5 SAME NO HINGE CASEMENT 15 SAME • • • • • •• • X SEE GENERAL NOTE 2 SHT. 1 • • ••••• • •• • •• • • •• •••••• �+.. A nrf • •� Q ;:i ce •rk 4 • 1Q d er7 4. T G�•�1'f • � � • I U.d� •• a • ••• EL • •• } co w o~,e /21• • • 0 CC CC • • 5c.mc M. T.5. • owc. aY: •(je• • • • CM BY: WH •••_• OgAnEC NO.: • • SAES Or* • • • • • • • • • • • • • • • • • • • • •••• • •• • • • • • •••••• • • •••••• • • • • • • • • • • • •• ••••1 • • • • • • 0 O f1 © 0 • •• • • • ••• • •••• • • •••• '• • •• 1.33" MIN. EMB. • •• • • • • • • • • • • .25" MAX. SHIM (SEE NOTE 1 O 1 3 •• •• • • 33" r EMB. ••• ••• INTERIOR RI HORI7ONTAI CROSS SECTION 1.33" MIN. EMB. SEE GENERAL 2X NOTE 2 SHT. 1 7X SUB BUCK STANOARO PICTURF WINDOW 1.33" 0 • .25" MAX. SHIM (SEE NOTE 1) FXTFRIOR INTFRIOR MIN. EMB. SEE GENERAL 2X NOTE 2 SHT. 1 0 3 2 HORIZONTAI CROSS SECTION 7X SUB BUCK NO HINGE FIXFD CASEMFNT EfEELQE INTERIOR SEE GENERAL IX NOTE 2 SHT. 1 1.25" MIN. EMB. (SEE NOTE 1) .25" MAX. SHIM 1 HORIZONTAL S ROSS SECTION 3 IX SUB BUCK ' ONLY ONE SIOE SHOWN OPPOSITE 15 SAME NO HINGE CASEMENT 15 SAME NOTE: 1. THE SHIM I5 TO BE A "RIGID / STIFF" MATERIAL THAT COMPUES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. • • • • • •• • •'•+r. •••••• • • • • • • • • • • •• • •• • • • • m . p yae,tef�fe • •• • •••••• • Pate ),'i�"t� • MW i_aI • • • Ml,ml Dada r - - Ce•nd ••• •• • •••• • •••• • • •••• • •••, • • • M[[TO • • 0 •••••• • • w 0 0 000 • & g :. DAB 1/Z scat jL T.S. • DM. sr: • • • • ilY • • OM ar: " WH • Dtu>nuD •D• • • • S i • •••••• • • • • • •• • • • • • •••• • • • • • • T co • •• • • • • •• • SPRING 41_1641 • • • ... • I (7) EQUAL SPACES •• • • • • • • 6" •• • • • • • •• • ANCHORING LOCATION 96" X 4.8" PICTURE WINDOW — 3' J4 a�• • • • • • •• VI EQUAL SPACES ---.. I---- 6 • At1t - 1ORVIG LOCATION • • 72 X 60" FYEEIROW W/ LEGS SPRING UNE r7 g W(-) a v N L NOTES: 1. WHEN ANCHORING PICTURE WINDOWS TO A 2X BUCK USE ITEM x 97, A #12 x 2 3/4" PHILLIPS FLAT HEAD SHEET METAL SCREW. WHEN ANCHORING PICTURE WINDOWS TO A 1X SUCK AND MASONRY USE REM #8 3/16" x 3 3/4" ELCO TAPCON. 2. WHEN ANCHORING NO HINGE FIXED CASEMENT TO A 2X BUCK USE ITEM #4, A #12 x 3" PHILUPS FLAT HEAD SHEET METAL SCREW. WHEN ANCHORING NO HINGE FIXED CASEMENT TO A 1X BUCK AND MASONRY USE ITEM 88 3/16" x 3 3/4" ELCO TAPCON. 6" (5). EQUAL L -- 1 I SPACES in 1 1 I I i --Irk— (4) EQUAL SPACES — 12" I--- ANCHORING LOCATION 72" X 60 UNEQUAL 'LEG TRAINGI F 0 0 ANCHORING LOCATION 72" X 60" • NO HINGE FIXED CASEMENT SCREW SPECIFICATION: 3/16" ELCO TAPCON: Fy MIM. < 177.655 PSI Fu MIN. 187,588 PSI #12 SHEET METAL SCREW: Fy MIN. . 80.000 P51 Fu MIN. - 100.000 PSI (5) EQUAL SPACES -- -16 "1-- ANCHORING LOCATION 96" X 48" PICTURE WINDOW • • • • • •• • •.••• • • •••• • • • • • • • • • • • •• • •••• • • •••• • ••• • • • 0 O •• • •••. -• • • • • • •• y • • A • marblac.un 5u4_ Oa. er: 0 0 WH ,1 Z co r- f11, T.S. en • 41.14, •• • �y • D JZ9 0• • • owc 'WV •.gr,.r.1Gd27 Mum Prod�+d (ualnl uxmHC MS• • • • • •qF • 5—aZt••• • • • • •••••• • • •••••• • • ITEM DESCRIPTION MATERIAL 1 EXTRUDED VINYL PICTURE WINDOW FRAME SIMEX fPW71 WHITE RIGID VINYL 2 EXTRUDED VINYL GLAZING BEAD VEKA f8V34 PICTURE WINDOW WHITE RIGID VINYL 3 GLAZING GASKET SG 3004 RENKO CANADA EPOM 4 #12 x 3" PHIWPS FIAT HEAD SHEET METAL SCREW STEEL 5 VINYL ANCHOR SCREW LOCATION CAP WHITE RIGID VINYL 6 GLAZING COMPOUND NATIONAL STARCH 939A - 7 #12 x 2 3/4' PHIWPS FLAT HEAD SHEET METAL SCREW STEEL 8 3/16' X 3 3/4' ELCO TAPCON ANCHOR. STEEL 9 1.0" OVERALL INSULATED TEMPERED /HEAT STRENGTHEN IMPACT GLASS W /0.090' SENTRY GLASS PLUS INTERLAYER - 10 SILICONE CAUU( GE SIUCONE I WINDOW & DOOR SILICONE 11 GLAZING SETTING BLOCK - 12 EXTRUDED VINYL NO HINGE FIXED CASEMENT WINDOW FRAME VEKA fPW0901 WHITE RIGID VINYL 13 EXTRUDED VINYL GLAZING BEAD NO HINGE FIXED CASEMENT WINDOW VEKA j8V68 WHITE RIGID VINYL. 14 FOAM GLAZING SPACER FOAM 15 ALUMINUM GLAZING SPACER ALUM. • • •• ••• • • •• • •••• • •••• • •• ••• • • • • • • •• • • •• • •• 1 • EXTERIOR INTERIOR .625' GLASS BITE E 4P41) 119111g1R1, •••• FAII' : • INTE�tIOR • .625" •••• . • GLAS4$ - BITE • •••• •••• • •• • • • • • •• 1n N • O N • • T • • •• • • •. • • 13 n n 3.1875" 3.25" NO HINGF FIXED CASEMENT WINDOW FRAME EXTRUDED VINYL 0.060" MIN. WALL & 0.079" MAX. WALL zr N .0" INSUI ATFD TEMPERED PICTURE WINDOW a N J 1/8' TEMPERED .41' AIR SPACE 3/16" HEAT STRENGTHEN .090" SENTRY GLASS PLUS 3/16" HEAT STRENGTHEN 1/8' TEMPERED .41" AIR SPACE 3/16" HEAT STRENGTHEN .090" SENTRY GLASS PLUS 3/16" HEAT STRENGTHEN 1.0" INSULATED TEMPFREQ IMPACT RESISTANT GI ASS GI A7ING DFTAII NO HINGE FIXFTI CASEMENT 3.25" 3.8693" PICTURE WINDOW FRAME EXTRUDED VINYL 0.060" MIN.' WALL & 0.079" MAX. WALL cn ID GLAZING GASKFT SG 3004' RENKO CANADA • NOTE: EXTRUSION TO BE LABELED WITH AMMA PVC EXTRUSION CERTIFICATION LABEL 4 "MOCA" & EXTRUSION CODE. — .5431" .25" — 13 GIAZING BEAD NO HINGE FIXED CASEMENT • .209" I -- .429" GIA7ING BEAR • • PIC ED IVIIt'tk • • 4 • •0079 MAX. WAl.• •• oo.9 - MIN. L_ • • • • • ••••.. _ �o • F • •4 Nf • •.IS • •• • • • u 7 O a • • • m w 0 0 • b • 0 omt 004 • SC.Y_: oa • "AO • Oa. Eft WH C(WWC TTds••• 5443176 • • sIer t• rte. • • • • • • • • • • •• • • •••• • • ••.• • ••• • • • • • •••••• • • •••••• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Simonton Windows One Cochrane Drive Pennsboro, WV 26415 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 5500 Storm Breaker Plus- PVC Double Hung Window APPROVAL DOCUMENT: Drawing No. S -2361, titled "Storm Breaker Plus Impact 5500 Series PVC Double Hung Window ", sheets 1 to 6 of 6, prepared by R. W. Building Consultants, Inc., dated 04/05/04, with revision #1 dated 06/24 /04singed and sealed by Wendell W. Haney, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control'Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. • ' ' � This NOA consists of this page 1 and evidence pag� �-� aad� -Q, es :well gs gpp roval document mentioned above. • • • • • • • • •• • • ;• : • • • • • • • •• .• • • •• •• • • • • • • • • • • • • • • ••• • • • • • • •••• MIAMI -DARE„ OUNPY, FLORIDA METRO -154DE A GLZ BUILDING • • • • • • 140 WEST FLAGtER 6133 ; ; • • • • NhMI!)<LO 23137:5 ; 563 • • . (305) 375 -2901 FAX (305) 32908 .•• ; • • •.• • • •• oo • • 000000 • • • • • • • • • The submitted documentation was reviewed by Hetminiti'F. Gtit►zatez 'PS.• • \ \, \ ,o,L\ 01 • • • • • • •• •• NOA No 04- 0421.03 • • • • • • Explaetion Date: August 05, 2009 • • • • • . • • • •Approval Date: August 05, 2004 • • • • • • • • • • • • • Page 1 • • • • • • • • • • • •. ••. • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • • •• • •• • •• • • •• Simonton Windows • • • .. . • • •• • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED : ••• ••• ••• A. DRAWINGS •• • • • •• ••• . • 1. Manufacturer's die drawings and sections. . , • OOO • 2. Drawing No. S -2361, titled "Storm Breaker Plus Impact 55Ci S : Hung Window", sheets 1 to 6 of 6, prepared by R. W. Buildtag Cohsu]tals,'Inc., dated 04/05/04, with revision " #1" dated 06/24/04, singed and sealed by Wendell W. Haney, P.E. B. TESTS 1. Test reports on 1) Air Tnfiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of PVC double hung window, prepared by Architectural Testing Inc., Test Report No. ATI -01- 48833.02 dated 04/14/04, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM -E1300 and structural analysis, prepared by R.W. Building Consultants, Inc., dated 04/18/04 signed and sealed by Wendell W. Haney, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0421.02 issued to Solutia, Inc. for "Saflex MG" dated 01/08/04, expiring on 05/21/06. 2. Notice of Acceptance No. 00- 1212.04 issued to E.I. DuPont DeNemours for "Dupont Butacite ® PVB" dated 02 /15/01, expiring on 12/11/05. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated April 16, 2004, signed and sealed by Wendell W. Haney, P.E. 2. Statement letter of no financial interest dated June 17, 2003, signed by Allan Crum. 3. Letter from Simonton Window, dated June 17, 2 1 1 3, designatin �' 'ck Wright of R.W. Building Consultant Inc., as the contact p:rs,^ s for this fil •• ,,• • • • • •• • ••••• •• • • •• • • • • : 's1 1 , • F. Go •lez P.E. . -- - •.• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • •• • :. • • • • • ••• • • • • •• •• • • • • • ••• • • • • • • • • • • ••• • • • • • • •• • •.• • • • • • •• ••• •• r� Director, Pro. uct Control Division NOA No 04-0421.03 • • • • • •Pcrittittion Date: August 05, 2009 • • • • • • • • • • • • • • • • • • • P • A roval Date: August 05, 2004 •• • •• • • ••• • • • ••• • ••• • • •• • •••• • • Simonton Windows • • • ..• .... NOTICE OF ACCEPTANCE: EVIDENCE 5UBb 'IITTED . • • • • • • • ••• • .• • G. OTHER • •..••••• • •• • 1. Letter from consultant stating that the product is in compliance •with.the•Flori a• • • • • • Building Code (FBC). • • • • • • • • ••• •• •. ••• • • • •• • • • • • • • • Re's o F. Gonzalez, ' .E. Director, Product Control Division NOA No 04-0421.03 •4• • • • • •.• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • •• • • •• •• • • • • • .•• • • • ••• • • • • ••• • • • ••• • • • • • .•• • • • • • • • • • • • • • • • • ••• 1" INSULATED GLASS SIZE DESIGN PRESSURE RATINGS 3/16" TEMP AIR 1 8" ANN — 0.100 PVB — 1/8" ANN UP TO 53" x 71" POS. 55.0 - F . . 58.0 PSF 3/16" TEMP AIR 1/8" ANN — 0.100 PVB — 1 8" ANN UP TO 37 x 76" POS. 60.0 PSF NEG. 70.0 PSF 1/8" TEMP AIR 1/8" ANN — 0.100 PVB — 1/8" ANN UP TO 53" x 71" POS. 52.8 PSF NEC. 52.8 P5, 1/8" TEMP AIR 1/8" ANN — 0.100 PVB — 1/8" MN UP TO 53" x 68" POS. 55.0 PSI OED• 55.0 PSF 1/8" TEMP AIR 1/8" ANN - 0.100 PVB — 1/8" ANN UP TO 53" x 64.5" POS. 55.0 PSF NEC. , 58.0 F'SF 1/8" TEMP AIR 1/8 ". At5N - 0.100 PVB — 1/8" ANN UP TO 37" x 76" POS. 60.0 PSF AEC. 70.0 PSF TABLE OF CONTENTS SHEET # DESCRIPTION 1 GENERAL NOTES & TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS & GLAZING DETAILS 3 HORIZONTAL CROSS SECTIONS 4 ANCHORING LOCATIONS 5 BILL OF MATERIALS & COMPONENTS 6 COMPONENTS • • • • • •••i • •= ••• ;a • ^ ••••• • N ••••:q • • ' • ••••A • • • • • •• • • • • SIMONTON' 1 Cochrane Avenue Pennoboro, WV 26415 Ph. 800.426.2249 STORM BREAKER PLUS IMPACT 5500 SERIES PVC DOUBLE HUNG WINDOW • • •• • • • • •• • • WEAL NOTES: 1. Sege UCT & NE0 :T0 COMPLY WITH THE '}MIZ" •••• • • 2. WOOD BUCKS BY ST BE ANCHORED PROPERLY 70 TRANmFER LOADS TC RE AND TO BE REVIEWED BY BUIIJ1INc • • • • 3. PffQpLQT•A COWL! 119E AS LISTED AND SPACED AS SHOWN BIi 11Cf 17� L DRES$I M•STUCCO. BASE MATERIAL SHALL BE 4. FOR PRESSUR SEE CHART THIS SHEET. • 5. INSTALLATION OF THIS DOES NOT REQUIRE THE USE OF APPR !'OVgD:HUITEH'� PROTECTION DEVICE. 6. THIS MEEK Til H ATER REQUIREMENTS FOR HIGH VELOCITY HYRRICANE PONES.• • • 5.3" OVERALL FRAME WIDTH 45.75" MAX. D.L.O. 53" x 71" DOUBLE HUNG WINDOW VIEWED FROM EXTERIOR Approved n eolopl7bp with all Flo Date NOAH Wood Dad DroWoo .37" OVERALL FRAME WIDTH 29 75" MAX. 0.1.0. 37" x 76" DOUBIF HUNG WINDOW VIEWED FROM EXTERIOR •••• • • • .. • •••• •• •• • • • • • ••• • • • • • • •••• • ••■ • • • r a • 0 N z 0 VI De • • • • • • • wh; 04/05 jC L NT6 •• Owa. er • • Doc Ent RW • DRAWING lad • 5- 236+1• • • syff:r 1 a• 6 • • • • • •• • • ••• • • • • • • • • • •• • •• • . • •• • • •••• • •.• •• � • o • ••••X• N • •. • N • • • • • • • • • • M • 0 • • • • • • •E• 0 0 •• •• • w (1) 43) O 0 Ili am NEE 0 !_ 0 ® • •••• •••• • • •• • • • • • •••• • • • • • •• • • •• • • 0 0 ,r) • n • • • • • • •• • • O INTERIOR 0 N r'1 M 1 VERTICAL CROSS SECTION 2 53" x 71 DOUBLE HUNG W/ STEEL REINFORCEMENTS Z a m `i) 3 M • ( - D VERTICAL CROSS SECTION 37" x 76" DOUBLE HUNG W/ ALUMINUM REINFORCEMENTS Dl A7ING DETAIL W DUPONT LAMINATE GLA7ING DETAIL W /DUPONT LAMINATE . 625" T GLASS BITE NOTE' UNITS LARGER THAN 37" x 76" USE STEEL REINFORCEMENTS. Approved u complying whit Ih Florida : Idhr • Date NON Miami Dodo Division By SPACER .625" GLASS BETE SPACER 1/8" ANNEALED .100" PVB 1/8" ANNEALED AIR SPACE 1/8" TEMP. 1/8" ANNEALED .100" PVB 1/8" ANNEALED AIR SPACE 3/16' TEMP. • • • • • •• • • •••• • • • ••• • •• • • • ••• •••• • • •• •• • • ••• • • • • • •• • • • • l • • • • • • • 11 • • • 0 O rn • • 0. Cem a•E: 04/05/04 • tike NTS' • awc. Err: DP • • gac en RW DRAWING 00.: • •_2361 •• • Mr 2 or • • • •• • • ••• • • • • • • • • • •• • • ••• • •• ••• • ••• • • • • • • • • • • • • J.,. v • D • • • • • • n • • a ▪ •• n • 0 a 0 01 MIME II! sir sillowir 0 00 m I 0 p I sms 0 1.33" MIN. EMB. • •• • • • • •• • • • •••••. 5" MAX. •••• A • • • AEF 17 _ yaw ANNA -� 0 0 0 0 0 1.33" MIN. EMB. .25" MAX. — •• • 53" OVERALL FRAME WIDTH SEE GLAZING DETAILS CD HORIZONTAL CROSS SECTION W/ SILL!. REINFORCEMENTS 37" OVERALL FRAME WIDTH SEE GLAZING DETAILS Or C CROSS SECTION W/ ALUMINUM REINFORCEMENTS INTERIOR rJ EXTERIOR INTERIOR .FXIEHIOB .25" MAX. .25" MAX. 1.33" MIN. EMB. 1.33" MIN. EMB. PI A7ING DETAIL W /SOLUTIA LAMINATE W /S LAZING DETAIL OLUTIA LAMINATE AFlo ppo do o.pV{u tat art! Date 0): . none •?!'!LPAISf � Mi r a t " • act Ooate Div4ia• DY .625" GLASS BITE SPACER .625" GLASS BITE 1/8" ANNEALED .100 PVB 1/8" ANNEALED AIR SPACE 3/16" TEMP. SPACER • • • • • 1/8" ANNEALED .100" PVB 1/8" ANNEALED.. AIR SPACE 1/8" TEMP. •• • UNITS LARGER THAN 37" x 76" USE STN•.. REINFORCEMENTS. • •••• • •••• • • •• •• • •• • • • • • •GI • • • • • • ••• • • • • ••• • • •• • DWG. BY: aoc en RW DRAWING ra.: • EW••►• S -23E! • • • • • • • ••• • • • • • • I •••• • ; • o • •••• ••• • • • 1 • • • _ • h • • • • ••• • • • ••• • • • • • •• • 1) • • • • • •• • • • �h1CHORING LOCATION$ • • • • J • • • SINGLE WINDOW a • • 53' x 71 Dal 1. SCREWS ARE LOCATED IN INTERIOR TRACK 2. SCREWS ARE LOCATED IN EXTERIOR TRACK •• • • • • • • 3. THESE SCREWS ARE ONLY REQUIRED WHEN THE DESIGN PRESSURE IS GREATER THAN +35/ -35 PSF. 4. THESE SCREWS ARE ONLY REQUIRED WHEN THE DESIGN PRESSURE IS GREATER THAN +41/ -41 PSF. SEE NOTE 3 SEE NOTE 3 9.5" 9.5' ANCHORING LOCAT10N5 SINGLE WINDOW 37' x 76' 5" Apprsred n compt4fc4 win tkc Florida Date NOM, Dads DMrlos • • • • • •• • • •••• • • •••••• • • •• •• • • • •• • • • • • • • cc a DaAWND H0. CC 0 6 O • use er: RW • Doe 04 05 OR • • •a • • •• DWG. BY: • • • • • • • ••• • 5 -238 • • • • • • ••• 4 D•.•• • • • • _ •• • • ••• • • • t,• 9.5' 9.5 • • I •••• • ; • o • •••• ••• • • • 1 • • • _ • h • • • • ••• • • • ••• • • • • • •• • 1) • • • • • •• • • • �h1CHORING LOCATION$ • • • • J • • • SINGLE WINDOW a • • 53' x 71 Dal 1. SCREWS ARE LOCATED IN INTERIOR TRACK 2. SCREWS ARE LOCATED IN EXTERIOR TRACK •• • • • • • • 3. THESE SCREWS ARE ONLY REQUIRED WHEN THE DESIGN PRESSURE IS GREATER THAN +35/ -35 PSF. 4. THESE SCREWS ARE ONLY REQUIRED WHEN THE DESIGN PRESSURE IS GREATER THAN +41/ -41 PSF. SEE NOTE 3 SEE NOTE 3 9.5" 9.5' ANCHORING LOCAT10N5 SINGLE WINDOW 37' x 76' 5" Apprsred n compt4fc4 win tkc Florida Date NOM, Dads DMrlos • • • • • •• • • •••• • • •••••• • • •• •• • • • •• • • • • • • • cc a DaAWND H0. CC 0 6 O • use er: RW • Doe 04 05 OR • • •a • • •• DWG. BY: • • • • • • • ••• • 5 -238 • • • • • • ••• 4 D•.•• • • • • _ •• • • ••• • • • t,• BILL OF MATERIALS ITEM ' ' DESCRIPTION M MATERIAL 1 C COMMON SASH V VINYL 2 U UFT RAIL V VINYL 3 E EOUAL GLASS STILE V VINYL 4 U UFT RAIL V VINYL 5 H HEAD INSERT - - • 6 K KEEPER RAIL V VINYL 7 2 2 x 4 INNER TEST BUCK W W000 8 2 2 x 6 OUTER TEST BUCK W WOOD 9 1 1' BEAD - - 10 F FOAM TITE C -FOLD BY AMESBURY GROUP F FOAM 11 F FIN WEATHERSTRIPPING CL4O101 (.250) F FOAM 12 F FOAM BULB (TOP RAIL) BY AMESBURY GROUP F FOAM 13 S SCREEN TRACK INSERT - - 14 S SIUCONE CAULK S SIUCONE 15 G GLAZING COMPOUND (NATIONAL STARCH 939A) - - 16 S SILL V VINYL 17 1 110 x 3" SHEET METAL SCREW S STEEL 18 N NOT USED - - 19 ( 1" INSULATED IMPACT RESISTANT GLASS GLASS 20 K KEEPER LOCK SET 30219 BY TRUTH - - 21 L LOCK RAIL - - 22 # #1,p x Z SHEET METAL SCREW S STEEL 23 N NOT ICED • : 24 E EARUDED VINYL oguBig AL&(4C HEADER /JAMB V VINYL • • ••••' • o • • ••• •• • •• DA b • N • ••• r�• •• • • • a • • ••••Z• - 1.457' L_ 4o - .629' --I I T O COMMON SASH P/N DH75 0 1 0 N 4 jIF7 RAII P/N DH76 1.807" M LOCK RAIL P/N OH77 1.339" 1' BEAD BYIB --I 1.536" O EOUAL GLASS LIFT RAIL P/N 01479 co 0 1.555" 0 HEAD INSERT P/N VPI -431 I --- 3.25" -I 16 P1 N DH73 0 --j 1.535" 0 A�.ma.+�W�rms„im t nowM iS ►eY�lf Mhm1 "• .. Divhb• FOUAL GLASS STILE P/N DH78 KFFPFR RAIL P/N DH74 3.909" 3.25' m 0 n O - X6-1 in • F rl • • • • • • •• •• • • • 24 (DOUBLE " 1q !IAMB /HEA11 P/N .D1,141• • • •••• • • • •• ••.• • • •• •• •• • • • 0 z 88i /5 c E o a a $ • 0 (�j 0 J 0 tri W 0 0 a in z • • • a • CO ••• m■ • • o elpo DAM 04/05/04; • • sue NTS • • • d 1 1 0 . : EW • • t11( tiff: RW • • • • •• 0 • MW'0 N0. • •' •• • • G -2361 • . • • • • ■ ∎_• • • st¢r 5 a - • • - wiry • • • • • ••••1V • p • .0 • 1 •••• •••'. • •• • ii. • N • ••••�,. • •• • •M • 0 • •••••d• • 2 10 FOAM TITE C -FOLD 1112110_1•1 R AIL WEATHERSTRIPPING l0 0 1 m .398" 0 REINFORCEMFNT 56102 •iN DH78A /DH79A • e . 414/M • 6063 -T5 4 062 0 BALL • • • • • •••• • • • • • •••• • • • • •• •• •• • • jjqq •4• W • •••• • .748" {— • • • • • •� I ... - - - .�. •• • • • • - 1. 472 •• • • • • • • MIMORCFMENT 56111 P/N 0H75A ALUM 6063 -T5 .062 WALL ET l t P11E WEATHERSTRIPPING 2y REINFORCEMENT 60911 ALUM 6063 -T5 .062" WALL .171 0 REINFORCFMFNT 0H78/79 16 GA H.D. GALV G -90 0 FOAM TTTF TOP RAIL BULB REINFORCEMENT 5611Q P/N DH74A ALUM 6063 -T5 .062" WALL 38 REINFORCEMENT DH72 16 GA H.O. GALV G -90 u j 13 SCREEN TRACK INSFRT 0 FOAM TITE BOT RAIL SII I RUI co • .75 V AO T 39 REINFORCFMENT ST -433 .188" GALV SIttL 0, 01 33 FOAM TITE FRAMF .180 (H0 INSERT) --) .748" 27 REINFORCFMENT 16107 P/N 0H76A ALUM 6063 -T5 .062" WALL ApproV d as comp�Y �r lp LLa Flood• : �" �� Data 1�: :M- 17 n Za,- ,:,Yllrilc Ok Woa 4 er � .157" 1 r ' . I— .748 " --f i • • • • • •• • ••• O REINFORCEMENT • T»I76 16 GA H.0. 00,81 1!- •••• • • •• • • • • •• • • • ••••• • • •••• • • •• •• • • • - • • •• 1 • •••• • ••• • ••• ss ea `CO N - 1 O ,, u • • CV CV Q 0 • • • O • Z 0 N CV m uA 04 /0b 1 • DYMC. Bf: €W• • • c* « Dr RW DMW G NO.: • 5 -23 %1 •• • • sx[cr 6 q E» • 0 • •• • • ••• • • • • • • • • • • M 1 A M I-DADE BUILDING CODE COMPLIANCE Or r ICL (BC CO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Simonton Building Products, Inc. (dba Simonton Windows) 1 Cochrane Avenue Pennsboro, WV 26415 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 (B ORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA chap not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (7n 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 AHT may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptanne, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to Comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "002/002" 1 "x 4" Aluminum Tube Clipped Mullion - Impact APPROVAL DOCUMENT: Drawing No. Dade -135, titled "002/002 Storm Breaker Plus AL Mullion ", sheets 1 through 4 of 4, prepared by manufacturer, dated 06 -13 -04 and last revision on 6/28 /04, signed and sealed by Charles A. Pagen, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Division. ' MISSILE IMPACT RATING: Large Missile Impact Resistant . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement- "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA gha11 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 shalt 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 shell be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence sheets E -1 & E -2, as well as ap ,proval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanc�a, •• • • • • ••• ••: ''•: '•' : ; ••' NOANo04 - 033L01 Expiration Date: August 05,2009 Approval Date: August 05,2004 • • . •.•. • . • .. • • •• • ••. .. •.• • • 140 WEST FLAGLER STREET, SUr1•li 16D3 • • • MIAM1, FLORIDA 3p41-4513 •t305) 31:5- 290'1: FkX•(305 /37 -29e$ • • ". • • • • • ••• • ••• • • • • •.• • • • • . . . • • • • • • ... • • • • ••••• • • • • • • •• •• • • • •• •. 0 .. • • • •.. • • • • ••. • • • •.• • .. .. • • • :' • • • bdAlKt Dl+ ep1:IIsi oRFA METRO -I) 1 E vildt.ER BUIL .. • • • • • • .. • • • • • • •.• .. • • • "' "' Page 1 •• • • •. • • •••• • •. .. •• • • • • • • • • .•• •• Simonton Building Products, Inc. (dba Simonton Windows) NOTICE OF ACCEPTANCE: ' EVIDENCE SIII4V11 E. MATERIAL CER anCATIONS 1. None . • 4100 • • • • • ••• • • • •.• • • •• • • • •• •• • • • • • • ••• • • • • • .• • • • • • • • • • • ••• • • • • ••• ••• • • • • • :e. • • • • • • • • • • • • • •. • . • • • • • • • • • • • • • • •• • • • •. •. ••• • • • ••• • • • • •• • • • ••• • • •.• • A. DRAWINGS 1. Manufacturer's die drawings and sections. • • • . • • • • • • 2. Drawing No. Dade -135, titled "002/002 Storm Breaker Plus AL M'ullion •'� �Sh�et$1'atoi h 4 of 4, prepared by manufacturer, dated 06 -13 -04 and last revision on/2/C, S ieR•a:id: • • sealed by Charles A. Pagen, P.E. B. TESTS (Test conducted under SFBC, PA 201, 202 and 203 -94 now known as FBC, TAS 201, 202 and TAS 203 -94, test report issued to Norandex (transfer of sales to Simonton) 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked up drawings and installation diagram of aluminum tube clipped mullion, prepared by Fenestration Testing Laboratory Inc, Test Report No.1r11-3476 (02065), dated July 03, 2002, signed and sealed, based on review of original test report) by Edmundo Lagaespada, P.E. (Note: Original test witnessed by Luis Figueredo, P. E.) C. CALCULATIONS 1. Anchor verification and performance analysis dated 03/05/04 and last revised on 6/28/04, prepared, signed and sealed by Charles A.. Pagen, P.E. D. QUALITY ASSURANCE BY: 1. ■iami -Dade Building Code Compliance Office (BCCO). • ••• • • • • • • • • • • • • • F. STATEMENTS 1. Court order case #00 -0387(JFK), dated 01 -27 -2003, asset sell and purchase agreement between Exterior System Inc (Seller) and Simonton Building Products (Buyer). 2. State of Delaware certification dated 27 th December 1999, confirming corporation .organization and existing of "Norandex Inc" under the name of "Exterior System Inc." under the law of State of Delaware. 3. State of Florida certification dated April 29, 2003, confirming Simonton Building Products -------- -EIorida- Inc orgaui-zed- tinder- the - law -of West Virginic ansf - -- - -- business in the State of Florida. • • • : haq L Chanda, P.E. • • • '1.rocfvet Control Examiner • • ... " ' 1 1 " NOA No 04- 0331.01 Expiration Date: Angnst 05, 2009 • • • •Apprual Dattv Angnst 05, 2004 - 1 • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• ••• • • • • • •• • • • Simonton Building Products, Inc. (dba Simonton Windows) • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • •• • • • • • •• • •• ••• • • • • • ••• • • • • •• • • • • ••• • O. •. • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ••• • • • • NOTICE OF ACCEPTANCE: EVIDENCE STJBNIITTZp •' • •: : • • • • • • • • • . • • . ••• ••• ••• • 4. Statement letter dated March 25, 2003, issued by Norandex Building Products requesting" transfer and Name change of existing NOA(s) / Pending files due to sale, of a$setpf }atterior • System Inc (dba Norandex/Reynolds) to. Simonton Building Products! tlora.ndei Ir:c ils e : • stipulated that the product will no longer manufactured by them and all Rights coM0t4)„ • • being sold to Simonton Building Products, signed by D. J. Screiner, VP- Operation. 5. Un -dated letter issued by Simonton Windows requesting the Norandex Building Products, currently existing NOA(s)/ pending files be transferred to the name of Simonton Windows, signed by Chuck Anderson, P. E. Regulatory Manager. 6. Statement letter of conformance and "No financial interest ", dated 03- 08 -04, signed and sealed by Charles A. Pagen, P.E. 7. Statement of compliance, issued as part of above referenced test report by Fenestration Testing Laboratory Inc. G. OTHER • 1. Documents of sales of asset of Norandex Building Products Co. to Simonton Building. Products Inc. •• • •• • • • • "•Ai+ I . LttA014 • • • shaq L Chanda, P.E. ' • • P odut't Control Examiner • • • •• •• ' ' • • 'NOA No 04- 0331.01 Expiration Date: August 05,2009 • • • 4pprovvPaaev„ingust 05, 2004 E•- 2 • • •. • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• ••• • • • • • • • • • • • • •• rss. / , . ' !V �.n�— A i �■rii 0 F .1 i r di 0 • MULLION• CUPS XFLA -36 AL 6063 T6 IMPACT RESISTANT MAX. TRIBUTARY WIDTH W =W3 +W4 2 MUWON CUP XFLA -36 AL 6063 T6 • • . TF1E 1 BY_ANt_f BY WOOD BUCKS (BY OTHERS) MUST BE DESIGNED TO CARRY WINDOW WIND LOAD • IMPOSED EM AND MUST BE R VIEWED BY THE BUILDING OFFICIAL. • 5. THIS DRAWING IS FOR ALUMINUM IMPACT RESISTANT MULUON AND CUPS APPROVAL ONLY, SEPARATE • " PROVRL FOR THE WINDOWS. THE LOWER DESIGN PRESSURE OF THE WINDOWS OR THE • • • UWON•IS 111F ONE THAT APPUES TO THE INSTALLATION.. THE CONNECTION OF THE MUWON TO THE WINDOW IAMBS :HALL BE THE SAME AS THE WINDOWS APPROVAL. • • •6• • 11UWON CUP SCREWS ATTACHED TO MUWON ARE STAGGERED ON OPPOSITE SIDES OF MULUON • SO AS TO NOT INTERFERE WITH EACH OTHER. 7. CONCRETE COMPRESSIVE STRENGTH = 3,200 PSI AT 28 DAYS. CIRCLE TOP OR TRANSOM ALL WINDOWS UNDER SEPARATE APPROVAL MAX TRIBUTARY WIDTH W= WI W Z AL• WINDOWS UNDER SE:AItetTc APPROVE • • • J • JOraT►S • • • •• .1. T111S FLORIDA- SS BUDDING CODE 2001 DESIGNED HAPTERS 11 TESTED 7, AND 24 FOR THE H GH E VELOCITY N HURRICANE ZONE. • * Q . .. ALL MUWON•dc • GUP EXTRUSIONS ARE ALUMINUM, 6063 -T6 ALLOY, WITH A MINIMUM Fy OF 25,000 P.S.I. U.N.O.. • •• •••••• • • BASED ON 1 BORATORY TEST REPORT NUMBER FTL -3476 FENESTRATION TESTING LAB, INC.. App.w d d ceorpyl.y x4b the nod&lierk sCede I a p t. fi j- r71 145efb d.Ysoi.gCootrdl 4 CHARLES A. EN, P.E. FL REG•ENG';49121 6/28/04 REV. r• A • MULLION CLIPS 117/ 11111P—A1P.-- AL 6063 T6 MAX HORIZONTAL MULUON WAN • • • . •• • XFLA -39 HORIZONTAL 1 X 4' MAX TRIBUTARY WIDTH W 41 , 3 W 2. • • SIMONTON' w 1 11 0 0 A a Corporate Hcad464icra • • I Cochrane Panna WY P:' Memficwdnj PIin1 4504 50th Soe0. o Dradceton. PL Tc0 • RENSIONS: REVISED PER DADE MARKUPS ••• XFLA -36 • • • • • •• ;` NTS • • • t • 0000 • gEM5ED 0Y ESL • • • • • •••••• • • .•••• • • RUi • . . r r, : • B , 1 . A INJ • FIE' DADE -A a • 6TORMBRE R P L IS AL MULLIONS de 0000 tit n � ALU1611NL11G IMPACt �1�Sis • r 4 4;■ 4WLLION c CLIPS 6 DATE: 0/1: 0 A 0/21 CLI1 VERTICAL MUWON SPAN 4. 1'x4'MUWON (XTI.A -39) ALUMINUM ALLOY 6063 -T6 1.000' • •• • • • • • • 4TEIM 1 1 • rnr ••• .125 • ril t ••• ] 1.391 • • • • • • 2 125' • • • •• • • • • • •5 • •• • • • • • 3500' •• • • • • • ANCHQR CLIP • • • • • • -36) ALUMINUM ALLOY 6063 -T6 •• • .750' 1 -1/4' MIN EMBEDMENT INTO MIN 3.200 P51 CONCRETE J1 I C11ON w.. ►.: h A .750" .750" 1-1/4 MIN DABEOMENT INTO MIN 3.200 P51 CONCRETE SEC110N C -C (OR 8 -8) (1" X 4" MULUON) ] BY BUCK 1 -1 4 MIN D48ES INTO MIN 5,200 P9 CONCRETE H(1RI7nNTAL MOSS SFCTInN (THRU 1" BUCKI OPTION TOTAL (4) EACH CLIP with the 1 : I CHARLES A. P FL REC ENG # 21 6/16/04 ANC REV. F• A • • O 01 REVISIONS: REVISED PER DADE MARKUPS :I :Y :U K E C1104 . 1II. BUCK I - 1/r Mw. EMBEDMENT INTO •• • 1E115E0 BT ESL 2 BY BUCK TO BE ENGINEERED SEP HORIZONTAL ANC1 2 RY ROCK S11RSTRATP W /114 5M5 INSTAI I ATION • 2X TO•BE tVGINEERED SEAR •••••• • • •:::: •••••• • • • ••• • N7s SCAE: EET• DgA1N✓ ••f• EA iE: SIMON p •• o(4 full • z/1 . .7%. Corpora Hc+d•u•1aa• • I3 r l y . .. A 1 2 I Cochrulo A.P,o" ��` DADE -1 SSA APPR 0 ' . 012 raushoro. WV•B•N • • n 0 //�Uggqq . / Mmoticruin PAnI • fTORMB ' 2- PLUS AL MI1CL1074! d c • 150410oISoto, Wrs ALQ lille1A IMPACT•f • S�SJ$N1 ' FL l • • • • 1 X 4 " £ CLIPS •• • • • AI .750" 66CT10N C -C • • • • • • • • � • ••r '150" C- M • C -C 1.000" SECTION C -C .750" C - C C — 1.000" A REVISED PER DADE MARKUPS SENSED BY. DAZE 6/16/04 • • • • • • •• • • • • • • • • EDGE DISTANCE 2 -1/2" MIN a z 0 z 0 J J • • ••• •• ••• •• • • • • • •••• • ••Q • 9 • • •• • 9 0 • • • • TOTAL (4) EACH CLIP EDGE DISTANCE 2 -1/2" MIN 1.000" • VERTICAL CROSS SECTION W /CONCRETE SUBSTRATE. ANCHOR OPTION#1: MULLION ALUMINUM ANCHOR CLIP W/1 /4"0 ITW /ELCO TAPCON 1X BUCK TO BE ENGINEERED SEPARATELY 1— z W 0 CO 0 W N ZM ��y,I, ZF— W \p U I Z — p EDGE DISTANCE 2 -1/2" MIN TOTAL (4) EACH CLIP TOTAL (4) EACH CLIP TOTAL (4) EACH CLIP EDGE DISTANCE 2 -1/2" MIN VERTICAL CROSS SECTION W/1 BY BUCK SUBSTRATE OVER CONCRETE ■tiod , AL CHARLES A. 'P N, P.E. FL REG ENG #49121 6/28/04 O SIMON TON M I M D O S Corporate Headquarters 1 Cochrane Avenue Permsbom, WV 26115 Manufacturing Plant 1504 30th S. Went Bradenton, PL 34207 • • 00000 • • • • • • • wFNOS•ttY cov. with He • • • • • Waaf� • ••••l• • ��►1•9 qi; _ aye:� • • •i -�stM 1 • • •••• • • • •.•••• •••• • • • • . • • a Y : • DRAM4 BY: 2 *•• RU( + SCALE: • • LNJ • • • DA •V• 08 18 1 • FI T DAtE • •.o BY: 006 1 /84 ••• 50 2 2 • • S ORMIN R PLUS A1. & CDP� • • • • AQJMINUM 34Pa€i RESISTANT • • • 1" X 4" M IA,ION CLIPS MUWON TYPE MULLION CUP XFLA -39 XFLA -39 XFLA -36 1" X 4" EXTRUDED ALUMINUM VERTICAL MULLION D.P. CHART MUWON SPAN (inches) MAX. WIDTH W= TRIBUTARY W3 W4 MULUON WOOD CONCRETE DESIGN PRESSURE (SEE NOTE 1) #14 SMS (SEE NOTE 2) 1/4 "0 TAPCON 38 -1/4 26 19-1/8 ±70 PSF OK OK OK 38-1/4 19 -1/8 ±70 PSF 38 -1/4 OK OK 50 -5/8 19 -1/8 ±70 PSF 63 OK OK 63 19 -1/8 ±70 PSF ±70 PSF OK OK 76 -3/4 19 -1/8 ±70 PSF OK OK OK 26 26 -1/2 ±70 PSF OK OK OK 38 -1 4 26 -1 2 ±70 PSF 74 •K •, 50 -5/8 26 -1 2 ±70 PSF OK OK 63 26 -1/2 ±70 PSF OK OK 76 -3/4 26 -1/2 ±70 PSF OK OK • 37 tali'KIZIrs `i31' Ka'ildf__' a F 1111=1111011:1== •. OK •. 0. •— •— Ea1 76 -3/4 ME ±70 PSF OK 26 ± t70 PSF •. •. 38 -1 4 V •]: EI 1 ■TJ_IIIIWMIIIII MMIII. 50 -5 8 MULUON TYPE MUWON CUP XFLA -39 XFLA -36 1 X 4" EXTRUDED ALUMINUM HORIZONTAL MULLION D.P. CHART MUWON SPAN (inches) MAX. WIDTH W= TRIBUTARY W1+W2 MULUON WOOD CONCRETE DESIGN PRESSURE (SEE NOTE 1) #14 SMS (SEE NOTE 2) 1/4"o TAPCON 2 38 -1/4 26 ±70 PSF OK OK 38 -1/4 38 -1/4 ±70 PSF OK OK 38 -1/4 50 -5/8 ±70 PSF OK OK 38 -1/4 63 ±70 PSF OK OK 53 26 ±70 PSF OK OK 53 38 -1/4 ±70 PSF OK OK 53 50 -5/8 ±70 PSF OK OK 74 26 ±70 PSF OK OK 74 38 -1/4 ±70 PSF OK OK • •• • • • • • • •• • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • •••• •• • • • • • •• • •• •• • • • • • • • •• • • •• • • • • • ITEM N- 1 2 3 4 5 6 NOTES: • • MUWON INSTALLATION ANCHORS: 1. INTO 2X BUCK: #14 SMS W/MIN. 1 -1/2" EMBEDMENT 2. INTO CONCRETE OR THRU 1X BUCK: 1/40 ITW /ELCO TAPCON WITH MIN. 1 1/4 EMBEDMENT INTO CONCRETE. 3. MULLION TUBE LENGTH IS 1/2" SHORTER THAN MULLION SPAN SPECIFIED IN DP TABLE. PART N2 XFLA -36 ALUM. ALLOY 6063 —T6 XFLA -39 ALUM. ALLOY 6063 —T6 PURCHASE PURCHASE PURCHASE PURCHASE QTY. 2 AS READ 8 8 8 8 DESCRIPTION MULL BAR ANCHOR CLIP 1" x 4" HEAVY DUTY MULL (SEE NOTE 3) # 1/4 "0 x 1 -3/4" TAPCON BY ITW/ELCO # 1/4 "0 x 2 1/4" TAPCON BY ITW7ELCO #14 SMS # 10 X 3/4" SMS SCREW CHARLES A. PA 7i, P.E. FL REG ENG #49121 6/28/04 VENDOR PROFILE EXTRUSIONS PROFILE EXTRUSIONS PURCHASE PURCHASE PURCHASE PURCHASE REV. A O SIMONTON" N D O W S Corporate Headquarters I Cochrane Avenue Pennsbo o, WV 26415 Manufacturing Platt 4504 30th Street. West Bradenton, FL 34207 REVISIONS: W%IS D B1" DAZE REVISED PER DADE MARKUPS ESL 6/16/04 • • • • • •• • • • • • me** WYl4• • • Deb y ••••• • e( tay py " �`, • •••• 9 •• 1.k cy • • • •••• SCALE: • • • EET: DRANK BY: DA1 • • • • `• NIS RUC a a/os • 517E p+AIYIN N0: IRE V 9IECXED BY: DAIS • •• •IPADE -135 • I A lNa O8 /18/04 ,• DAJE-:135A • • rr B1" %NV SERIES 091V002 SPRMBREAKER PLUS ALVE !LIONS & CABS• • 4LIIMZNUM IMPACT SISTAN 1" X 4" MUL�IQI�• &LIPS • V • • • • • • • • • •