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WINDOW PERMITIssue Date: 9/7/2006 Owner's Name: MARIANNA & ALEXANDRE MAXIMIANO Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 235 91 Street NE 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: 03/06/2007 Contractor(s) Phone THE HOME DEPOT, INC. HOME DEI 954 - 590 -2203 Primary Contractor Yes Comments: WINDOWS 1 REPLACE Additional Information Type of Work: WINDOWS No of Openings: 2 Additional Info: Classification: Residential 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. Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $5.00 $120.00 $9.00 $3.00 $138.60 Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -8 -06 -2221 Phone: 1132060133440 Lot: PB: Total Square Feet: Total Valuation: $ 2,000.00 Re • uired Ins • ections Window Door Attachment Shutter Attachment Final Shutters Final 0 Invoice Number WS - 8 - 06 - 26007 Total: clAgrL Amt Due $138.60 SEP Amt Paid 1 8 PAID 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. Inspection Number: INS' Inspection Date: 11/20/2006 Inspector: Grande, Claudio Owner: Job Address: Project: <NONE> Contractor: THE HOME DEPOT Building Deaartment Comments Friday, November 17, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NOV 21 ENT'D MAXIMIANO, MARIANNA & ALEXANDRE 235 91 Street NE Miami Shores Village, FL 33138- 61 -2221 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060133440 Lot: Phone: 770/433 -8211 Page 2 of 2 Passed ( Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INS' Inspection Date: 11/20/2006 Inspector: Grande, Claudio Owner: Job Address: Project: <NONE> Contractor: THE HOME DEPOT Building Deaartment Comments Friday, November 17, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NOV 21 ENT'D MAXIMIANO, MARIANNA & ALEXANDRE 235 91 Street NE Miami Shores Village, FL 33138- 61 -2221 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060133440 Lot: Phone: 770/433 -8211 Page 2 of 2 Door at rear requires a #10 x 2" screw at each hinge and a #8 x 21/2" screw at the striker plates. Window is OK. 10/3/06 CG. Passed Inspector Comments • Failed Correction Needed Re- Inspection Fee ($751 No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 10/03/2006 Inspector: Grande, Claudio Owner: MAXIMIANO, MARIANNA & ALE D gnOrOrk Job Address: 235 91 Street NE Lu Miami Shores Village, FL 33138 - Project: <NONE> Contractor: THE HOME DEPOT Building Department Comments Tuesday, October 3, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows/Shutters Inspection Type: Final Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060133440 Lot: Phone: 770/433 -8211 Page 1 of 2 �� - Miami Shores Village ,.,, ;��,,. Building Department WY' Uoic,) U tuA BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle). Owner's Name (Fee Simple Titleholder) 4L ,Q )( rL r,Q Tat/ 4 l I /1 nU Phone # 73S Nr- Rl s-t Owner's Address City hl SVIp1(4oS State Tenant/Lessee Name 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing P(nr id&. Is Building Historically Designated YES NO Value of Work For this Permit $ Type of Work: ❑Addition ['Alteration NO6 Describe Work: \ (l(\ b .P J New Zip Master Permit No. 33I3!) Phone # ICIEE\WFI AUG 2 8 2006 B Y: __0 Permit No. V&Th' 2ZZ 1 Mechanical Roofing Job Address (where the work is being done) 23,S ' l - / /31 I h� I ShDrwS , Poo d it • 33/ 32; City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # 1 1 •3Z.i b13 - 3yUD Contractor's Company Name hie � V}q.0 6-0 P° Contractor's Address 59 fl Nu) .M - CA-r' C ( (U n t - f City eoCo N u l ( V a - Q K- State £ ( • Qualifier Name I i 11,iCL pit►n hail') 6 State Certificate or Registration No. e 6 ( I S-T) (11(ft Phone # 4Y-1 14.x" i " (oG c-i k. ; f 33O ? Zip Phone # - Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: Repair/Replace Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Z !'C/ �� ' CCF $ I " 2.0 CO /CC Notary $ IN Training/Education Fee $ 0 - Technology Fee $ 300 Scanning $ 6 1100 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ I 0 -60 See Reverse side -3 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. Signature Sign: Print: 2ri My Commission Expires: Owner or Agent The foregoing instrument was acknowledged before me this 19 The foregoing instrument was acknowledged before me this Pi day ofTukq , 20 0( by 100/ /0 t1tt 1 all , day of Su IL , 20 00, , identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: p k\ON S DO *5 9 N` M \SS \ �� 2 m a t Si Print: My Commission Ex APPLICATION APPROVED BY: (Revised 02/08/06) Signature f/Yyt,i4r.1 #G>F-Mc� Contractor K. FODERA . pY PL • ° Notary Public - State of Florida Commission # DD 372122 '•• . ..... Bonded National NotaryAssn. Plans Examiner Engineer Zoning • Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC 0001 RESIDENTIAL- SINGLE FAMILY Beds /Baths: 4/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2 Lot Size: 13,100 SQ FT Year Built: 1947 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 15 & 16 BLK 25 LOT SIZE 100.000 X 131 OR 20617 -3566 08/2002 1 Year: 2005 2004 Land Value: $273,834 $163,388 Building Value: $163,937 $150,393 Market Value: $437,771 $313,781 Assessed Value: $285,515 $277,199 Homestead $25,000 $25,000 Exemption: • Total Exemptions: $25,000 $25,000 Taxable Value: $260,515 $252,199 Folio No.: 11- 3206 - 013 -3440 Property: 235 NE 91 ST Mailing Address: MARIANNA HYNSON & ALEXANDRE MAXIMIANO 235 NE 91 ST MIAMI SHORES FL 33138 -3127 'Property Information Map mi . mida • e.gav Property Information Map Digital Orthophotography - 2005 This map was created on 7/19/2006 11:10:53 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. MIAMI•DADE a Close My Home Miami -Dade County, Florida 0 114 ft Summary Details: Property Information: Sale Information: Assessment Information: Page 1 of 1 Sale O /R: Sale Date: Sale Amount: 20617 -3566 8/2002 $311,000 http: / /gisims2.miamidade.gov /myhome /printmap.asp? mapurl = http: / /gisims2.miamidade.go... 7/19/2006 Mean Roof DESIGN PRESSURES PSF) - Zone 4 Tributary Area :Sq Ft) Height 10 15 20 25 30 35 40 45 50 0 - 15 ft -50.4 -49.2 -48.3 -47.6 -47.1 -46.6 -46.2 - 45.9 -45.5 -52.5 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.8 16 R -51.1 - 49.8 - 49.0 - 48.3 -47.7 -47.3 - 46.8 -46.5 -46.2 -53.2 +47.1 +45.9 +410 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 18 R -52.4 -51.1 -50.2 - 49.5 -48.9 -48.4 - 48.0 - 47.7 -47.3 -54.5 +48.3 +47.0 +46.1 +45.4 *44.8 +44.3 +43.9 +43.6 +43.2 20 k -53.5 -52.2 -51.3 -50.6 -50.0 -49.5 -49.1 -48.7 -48.4 -55.8 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44,5 +44.2 22 h -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 -49.7 -49.4 -58.9 +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 24 ft -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 -58.0 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 26 R -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 -58.9 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -57.5 -56.1 -55.1 -54.3 -53.7 -53.2 -52.7 -52.3 -51.9 -59.9 +53.0 +51.6 •50.6 •119.8 +49.2 +48.7 +48.2 +47.8 +47.4 30 ft • -58.3 • -56.9 -! . -15" -54.5 -53.9 -53.5 -53.1 -52.7 • -• 0 +528• 0 +52.3 +51.3 -- • +50.6 +49.9• -0- ++f9.4 0 ~48.9 • +48.5 +48.1 32 k • -59.1 -59.1 •+•,,450 -53.4 +48.8 57.7 0 +53.1 - 56. 7$09 +52.(1 •41.3 -55.2 +50.6 -54.7 +50.1 -54.2 T •+49.6 -53.8 +49.2 ft • -59.9 -58.4 -57.4. -56.6 -55.9 •- . •-54.9 -54.5 -54.1 -II •+55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49.4 . -37.3 -56.6..-g6.1 -74.8 -55.6 -55.1 -54.8 36 100 -65.7 -.1 59 -S✓3.: -. •11St91 0+54.4 +53!3 0112.5 +51.9 0 •51 0 30 ••50.8 +504 +50.0 38 k ,,Ti'W ,-59.8 - 5 E670 - 57 09 -57.3 .-5,6.7. -56.2 -55.8 -55.4 -63.8 *56.5 +55.0 .44.0 • ••53111 +52.50 +51.9 •+51.4 +51.0 +50.6 _ 4 • ft • 12.0• :-60.5 -5 .4 -586 - 57.9 3 -56.8 -56.4 -56.0 • +57.1 0+55.6 +54.50 +53.7 +53.00 4042150 ••52.0 +51.5 +51.1 42 k • • -22 • 6 • • -61.1 -60.0 • 19.2 -58.5. • -:7 • 9 • 4 i 57.4 -57.0 -56.6 -65.2 ••57.7 +56.2 +4510 +5•3 +53.6 +53.0 +52.5 +52.1 +51.7 44 R -l3.2 -61.7 - 60 -72.8 -59.1: -�8$• Ni 58.0 -57.5 -57.1 • 0+4&•30 ••56.7 *5507. •+44.8 +54.1 ••53.5 0+53.0 +52.6 +52.2 46 k -63.8 - 62.3 IV. , 110!3 -59.6 -59.0 -58.5 -58.1 -57.7 -66.5 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft -64.4 -62.8 -61.7 -60.8 -60.1 -59.6 -59.0 -58.6 -58.2 -67.1 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 50 ft -64.9 - 63.4 -62.2 - 61.4 - 60.7 -60.1 -59.5 -59.1 -58.7 -67.6 +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54,5 +54.0 +53.6 52 ft -65.5 -63.9 - 62.8 -61.9 - 61.2 - 60.6 -60.0 -59.6 -59.2 -68.2 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -66.0 +60.8 -64.4 +59.2 -63.3 +58.1 - 62.4 +57.2 - 61.7 +56.5 -61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft -66.5 -64.9 -63.7 -62.9 -62.1 -61.5 -61.0 -60.5 -60.1 -69.3 +61.3 +59.7 +58,5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 60 ft -67.5 -65.8 -64.7 -63.8 - 63.0 -62.4 - 61.9 -61.4 -61.0 -70.3 +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.8 +58.1 +55.7 Mean Roof DESIGN PRESSURES PSF e 5 Tribu a Ft Height gm 15 20 _ 25_ 30 35 40 45 50 0 -15 ft -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 +46.5 +45.2 +44.4 +417 +43.1 +42.7 +42.3 +41.9 +41.6 16 R -63.1 -60.6 -58.8 - .5 -56.3 -55.4 -54.6 -53.9 -53.2 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 18 R - 64.6 - 62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 20 ft - 66.1 -83.5 -81.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44,5 +44.2 22 8 - 67.4 -64.8 - 62.9 -61.4 -60.2 -59.2 -58.4 -57.6 -58.9 +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 24 ft -68.7 - 66.0 -64.1 - 62.6 - 61.4 -60.3 -59.4 -58.7 -58.0 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 26 R -69.8 -67.1 -65.1 - 63.6 -62.4 -61.4 -60.4 -59.6 -58.9 *52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -70.9 -68.2 - 86.2 - 64.6 -63.4 -62.3 -61.4 -60.6 -59.9 +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 30 ft -72.0 -69.2 -67.1 -65.6 -64.3 -63.2 -62.3 -61.5 -60.7 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 32 ft -73.0 - 70.1 -68.1 -66.5 -65.2 -64.1 -63.1 -62.3 -61.6 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 34 ft -73.9 +55.2 -71.0 +53.7 -68.9 +52.7 -67.3 +51.9 -66.0 +51.3 -64.9 +50.7 -64.0 +50.2 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 -71.9 -69.8 - 68.1 -66.8 -65.7 -64.7 - 63.9 -63.1 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 38 ft -75.7 -72.7 -70.6 -68.9 - 67.6 -66.5 -65.5 -64.6 -63.8 +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 40 ft -76.5 -73.5 -71.3 - 69.7 -68.3 -67.2 -66.2 -65.3 -64.5 +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 k -77.3 -74.2 -72.1 -70.4 - 69.0 - 67.9 -66.9 -66.0 -65.2 +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -78.0 -75.0 -72.8 -71.1 -69.7 -68.5 -67.5 -66.6 -65.8 *58.3 *56.7 +55.7 *54.8 *54.1 +53.5 +53.0 +52.6 +52.2 46 ft -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 +58.8 +57.3 +56.2 +55.3 +54.8 +54.0 +53.5 +53.1 +52.7 48 ft -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 50 ft -80.2 -77.0 -74.8 -73.0 -71.6 -70.4 -89.4 - 68.5 -67.6 +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 52 R -80.8 -77.8 -75.4 -73.6 -72.2 -71.0 - 69.9 - 69.0 -68.2 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -81.5 +60.8 -78.3 +59.2 -76.0 +58,1 -74.2 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 60 ft -83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.8 +56,1 +55.7 04/19/2006 - 3:31pm francoc F: \03 Elements\10 Loading111 Calculators\ASCE 7 -021 FLB - ASCE 7 -02 Pressure Charts (0 -60).dwg 2004 FLORIDA BUILDING CODE & ASCE 7 -02 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES wt EXTERIOR ZONE 5 PRESSURES i WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRES �' S.'WCILS Is DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIA::- AS DWI B LOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE P: 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE DE ' •GN:i A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIP ' •.:- : • Ir^ TON USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' RI.,,.....- IG�if �. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR R00 9L !V 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC COND M 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN'OF T CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. r 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR 1'O A COt4VA4 ASSUMPTION. ��II 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTIiN (HEIGBT) W ula, OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT SS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA • 1 .. • L OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF 1 :: + %• J RY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL'(10 SQU' - ) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION I5 INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION I5 NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERA AL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR OT F.! ITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. 1 -1.0. TOPOG HILLY T VERIFY U = HIGH 5. AD 6. NO 7. EX AFFIRMATI a= 10% OF LE WHICHEVER IS DIMENSION OR 3FT AN ENG WALL ZONE FIGURES OF MRH, OF LEAST HORIZONTAL STION. CONSULT REQUIRED. MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES _ F• : Kd TERRAIN USE ONLY. THESE TABLES NOT VALID FOR CIENT (GCpi = +/ -0.18) ENCLOSED BUILDING ONLY. OR) WITH LOCAL BUILDING DEPARTMENT. HVHZ FOR WALLS AND VERTICAL SURFACES ONLY. YSTEM ORDINANCES. GRIT/ OF THE HOST STRUCTURE. 0 ADDITIONAL CERTIFICATIONS OR ISO PEAK ROOF HEIGHT MEAN ROOF O HEIGHT 0 IMMOIL 3 Z 8 m REMARKS INIT ISSUE DRWN CL CHKD FLB THIS DOCUMENT LS THE PROPERTY CP FRANK L DENNMDO. P.E AND SHALL NOT BE REPRODUCED W WHOLE OR PART WNW WRITTEN CONSENT OF FRANK L SEN NARDQ PE MTERATENS, ADCRIDNS *CHLO TWO CR OTTER MARKINGS TO THIS DDCUAENT ARE NOT PERMITTED AM NWLIDATE OUR CERTIFICATION 11111111N11111111 11 II0IlulIOIIIIII DATE 04/19/06 2004 FLORIDA BUILDING CODE ASCE 7 -02, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 A FRANK L. BENNARDO, P.E., INC. INNOVATION u.titir. CC ,, OY� O r7 2. i` . . - - . 1 . Sew ;.� x. :II €°1 t_ 1 W - E c 2 4 G 2 Aril 04 N e v a - 9 c t4 a 8 ' 5 o OY fZ • 0 n Rog CO • LS I °C9 Zl . 1121 - Zq -TT - von h •••• •• • • ••• •• • • • •• • .• •• • ••• • ••• •• • • • • ••• • •• • 1114 •• • •••• • • • H O C • • • •••• • • •• • • • 05 c .. a'1•. •• • N • l •• co.. • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Traco Security Windows & Doors, Inc. 71 Progressive Ave Cranberry Township, PA 16066 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County 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 "(140) 440" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. 03- 0809 -113A, titled "Series C -140 Aluminum Single -Hung Window (Small Missile SH- 440) ", sheets 1 through 5 of 5, prepared, signed and sealed by Frank L. Bennardo, P.E., dated 08/04/03, with revisions on 07/13/05, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. . MISSILE IMPACT RATING: 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 beirovidtd the user by the manufacturer or its distributors and shall be available for inspection at the job cite atthg iegee it of4e Official. This NOA revises NOA # 03- 0812.03 and, 0OnsiSt3 Of th15 page ? and evidence page E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO ... • • • • ... • • • • • • • • • • • • • ... • • • • • • • • .. .. • • • .. 00 000 • • • 04141 • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com •••• .. • ••.. • • • ' • • • . • • . • • • • • NOA No 05- 0725.10 .. • • . • • • • • • • • • . • • . • • . • • • • • • • Expiration Date: June 10, 2007 Approval Date: September 22, 2005 Page 1 TRACO SECURITY WINDOWS & DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 03- 0809 -113A, titled "Series "(140) 440" Aluminum Single Hung Window" Sheets 1 through 5 of 5, prepared, signed and sealed by Frank L. Bennardo, P.E. dated 08/04/03 and last revised on 07/13/05. 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) Small 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 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2010, dated 5/4/98, signed and sealed by Gilbert Diamond, P.E. "Submitted Under NOA# 03- 0812.03" 2. 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) Small 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 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2006, dated 5/4/98, signed and sealed by Gilbert Diamond, P.E. "Submitted Under NOA# 03- 0812.03" 3. Test report on: 1) Small Missile Impact Test per SFBC, PA 201 -94 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of a reinforced aluminum single hung window, prepared by American Testing Lab of South Florida, Test Report No. ATL- 0608.02 -00 dated 06 /21/00, signed and sealed by William R. Mehner, P.E. "Submitted Under NOA# 03- 0812.03" C. CALCULATIONS 1. Revised Anchor Calculation and structural analysis, dated 06/16/05, prepared, signed and sealed by Frank L. Bennardo, P.E. 2. Revised Calculations for NOA 02- 0604.03, dated 07/17/03, prepared, signed and sealed by Frank L. Bennardo,:P ' • • • • • "Submitted Under NOA# 03 .V&tZ03'::.: •. • •• ••• •• • • ci •• Herminio F. Gonzalez, P.E. • • • • • • Mectdr, Building Code Compliance Office • • • • • • • • • • • • • • • • • • NOA No 05- 0725.10 •...• • • • • • ▪ • • Expiration Date: June 10, 2007 • Approval Date: September 22, 2005 E -1 ••• • • • • .. • • • • • • • • • •• • • • • • • • • • ....•• • •.. • • • ••• • • • • • • •. Traco Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. Anchor Calculations, ASTM- E1300, dated 7/17/03, and structural analysis, prepared, signed and sealed by Frank L. Bennardo, P.E. "Submitted Under NOA# 03- 0812.03" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0417.01 issued to "Cardinal L.G." for "Cardinal Interlayer PVB" dated 05/15/03, expiring on 12/30/07 F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated June 30, 2005, signed and sealed by Frank L. Bennardo, P.E. G. OTHER 1. Letter from the consultant, dated August 08, 2005, stating that the product is in compliance with the Florida Building Code (FBC). 2. Notice of Acceptance No. 03- 0812.03, issued to Traco Windows & Doors, Inc., Series 440 (140) Aluminum Single Hung Window, approved on 04/08/04 and expiring on 06/10/07. .. ... • • • • • .. • • • • • • • • • 046 0410 .. • • • E -2 000 • • • • 41.0 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • .. .. • • • 410 .. 4100 • • • 000 • • U Herminio F. Gonzalez, P.E. • • • • • • • • • • • • Director Building Code Compliance Office • • • • • • • • • • • • NOA No 05 - 0725.10 • • • • • • Expiratlon Date: June 10, 2007 • • • • • • • • • • • • • Approval Date: September 22, 2005 • • 7 •••• LL c 3/16" OR 1/4' TAPCONS, 2 1/4" LONG FOR lx BUCK OR 3 1/4" LONG FOR 2x BUCK (ALWAYS 1 1/4' MIN EMBED INTO MASONRY) & 6" FROM CORNERS & SPACED AS PER ELEVATIONS • . •p a MIN 2'(TYP) • EDGE DI5T. e 0 J 01 • • • • •••• 1 ••• • •.- • ••• 3 z • / • • w • • Z • a W 4 •••• •pppp • ••••• • MIN 2" (TYP) EDGE DIST —T —r • 0 „ 0 1 / 4 " MAX SHIM 1/4' MAX SHIM IBY OR 213Y WOOD BUCK j'''--' i A.% MIMI 11 IV 0 0 Imo r ; �. �r SMALL MISSILE IMPACT RESISTANT SH -440 SINGLE —HUNG WINDOW 3/16" OR 1/4' TAPCONS, 2 1/4" LONG FOR lx BUCK OR 3 1/4' LONG FOR 2x BUCK (ALWAYS 1 1/4" MIN EMBED INTO MASONRY) & 6" FROM CORNERS & SPACED AS PER ELEVATIONS 3/16' OR 1/4" TAPCONS, 2 1/4' LONG FOR 16 BUCK OR 3 1/4" LONG FOR 2x BUCK (ALWAYS 1 1/4' MIN EMBED INTO MASONRY) & 6' FROM CORNERS & SPACED AS PER ELEVATIONS SEE CHART ON SHEET 5 EaFt REINFORCED MTG. RAIL, D.L OPG. WINDOW WIDTH EXTERIOR 1/4' MAX SHIM JAMBS h6' LAMINATED GLASS SMALL MISSLE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. SEE SHEET 4 FOR GLAZING DETAILS. GLAZING NOTES: SEALANTS: ALL INSTALLATION SCREW, FRAME & PANEL CORNER SEAMS SEALED WITH SCHNEE MOREHEAD 5504. 1BY OR 28Y WOOD BUCK EMBED 7.1t4 = o Yw GENERAL NOTES: 1. THE SINGLE -HUNG WINDOW SYSTEM DESCRIBED HEREIN H BEEN DESIGNED AND TESTED IN COMPLIANCE WITH THE 2004 FLORIDA BUILDING CODE, HIGH VELOCITY HURRICANE ZONES, AND MIAMI -DADE COUNTY PROTOCOLS TAS 201, 202 & 203. 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS DOOR SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 3. THE WINDOW SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI -DADE COUNTY PROTOCOLS TAS -201, TAS -202, & TAS -203 AS REFERENCED IN TEST REPORTS BY FENESTRATION TESTING LABORATORIES (FTL) AND AMERICAN TEST LABORATORY (ATL). MULTIPLE WINDOW UNITS MUST BE INSTALLED USING MIAMI -DADE COUNTY BCCO - APPROVED STRUCTURAL MULLIONS (e.g. NOA 601. 1218.01 OR 601- 1218.02). 4. THE WINDOW SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (NOT BY TRACO) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO 7. WINDOW PANELS GLAZED WITH 7/16 " LAMINATED GLASS ARE SMALL MISSILE IMPACT RESISTANT AND SHALL BE PROTECTED WITH MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS FOR INSTALLATIONS UP TO 30 FEET ABOVE GRADE. NO PROTECTION REQUIRED FOR INSTALLATIONS ABOVE 30 FEET ABOVE GRADE. 8. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. Erb or • Piga 5.10 Albs! Wise TAPCONS AS MANUFACTURED BY ELCO OR EQUIVALENT CONCRETE ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. F RANK 1. B P.E •PEOB465. c ZD: W LLl W d Z � ZZ w J � YfA Z LL 0 d PAGE SCALE: 6 DESCRIPTION: 5 d 03- 0809 -113a I5 •` • • • I. 4 •••• 3•••• •? • •2 • •••• • •••• • Wyy•••• 1 • •• • • • • • O FRAME SILL • •• • • • •••• • • o � •• .188 • • • • oe • •• 2.798 ALT. r�AN« SILL _ •••• •• . • •• •••• ^1.6250 --}} • ••••►• • • ••• • • •••S • ry - 1 0.0620 -1. - 0.93701- BOTTOM VENT BOTTOM RAIL }-1 5000 -{ 0.0780 o� 1-10. 7500 - 0.0620 TYP. © SASH SIDE RAIL [0.7500 8 0.0780 2.4580 --{ O FRAME HEAD I-1.2500-1 2.8750 0.0620 i 1.7500 2.6250 0 FRAME JAMB t- 1.8590 0.5620 r- L �{- 0.0780 0.8750 0.0620 TYP. ® BOTTOM VENT TOP RAIL 0.6876 LI 0.1250 0 4 1- 0.2380 (1/4" GLASS) ft- 0.0780 0.0620 -}I 1 1.0200 TYP. ^1.6810 © MEETING RAIL 0.7400 0 I r :1 J_`0.2930 1 0.1520 -{ ® GLASS STOP © GLASS STOP (7/16" GLASS) 1/8' HEAT - STRENGTHENED GLASS .090 PVB INTERLAYER BY 'DUPONT', LAMINATED BY 'CARDINAL' 1/4' TEMPERED GLASS GLAZING DETAIL FRANK L. BENNARDO. P.E N 04. 1 PE0549 • d dd 03- 0809 -113a PAGE SCALE: 6 OESCRNTON: REINFORCED MEETING RAIL DESIGN LOAD CAPACITY - PSF WINDOW DIMENSIONS EQUAL LITES 1/4" TAPCONS 7/16" LAM GLASS WIDTH HEIGHT NUM 00g POS NEG 19 -1 /8" 6 102.0 210.0 . 26 -1/2' 6 102.0 210.0 37' 38 -3/8" 6 102.0 210.0 S3.1/8" 6 102.0 207.7 19 -1/8" 7 102.0 210.0 26 -1/2" 50 -5/8" 7 102.0 210.0 7 102.0 210.0 37" 53 -1/8' 8 102.0 188.9 19 -1/8' 9 102.0 210.0 26 -1/2" 58" 9 102.0 210.0 3T 9 102.0 210.0 53.1/8' 10 102.0 192.4 19 -1/8 "• • • 9 102.0 210.0 26 -1/2 "• • • •61'• • 9 • me 210.0 37' 9 • 6 102.0 • • 210.0 53 -1/8 " • • • • • 10 102.0 177.1 19 - 1/8" • • • • 9 • .02.0: 210.0 26 -1/2" 7! 9 ■ • IMO 411 210.0 37" - 1/4' • • • 10 4024 210.0 53 -1/8" • • • 11 1 182.0 161.0 19 -1/8" • • • 11 2 • Idz3 • 210.0 26 -1/2" • • • 11 • gate 210.0 I J7' • • •• 12 • •4�41� 210.0 L53 -1/8" 12 102.0 151.8 1 • - Ir1 - • - • - •'• - RELSTEORLED I'I11TNG RAIL • !LeIGN LOAD L PA 1*• IF 1 •••• UNEQUAL ETES (FULL VIEW) • • 1/4' TAPCONS WIS* • • ND DIMENSIONS 7/16" LAM GLASS WIDTH HEIGHT IlYagr, POS NEG 19 -1/8" 9 102.0 210.0 26.1/2" 9 102.0 210.0 37" 63 9 102.0 210.0 53 -1/8' 10 102.0 177.1 19.1/8' 9 102.0 210.0 26-1/2' 74-1/4' 9 102.0 210.0 37" 10 102.0 210.0 53 -1/8" 11 102.0 161.0 19 -1/8" 1 11 102.0 210.0 26 -1/2' 11 102.0 210.0 3T 12 102.0 210.0 53 -1/8" 12 102.0 151.8 ••• • • 1 ••• 'NUM OF ANCHORS INDICATES NUMBER OF ANCHORS PER JAMB o o= $ 6.00 MAX. AT HEAD /SILL CORNERS 'o S ax PJ - 0 53.12 WINDOW WIDTH 47.87 D.L. OPG. 7/16' LAM. GLASS /// /// Y 12.25 - tHEAD /SILL 47.25 D.L. OPG. 50.25 SASH WIDTH TYPICAL ELEVATION EQUAL LITES _ - 4.00 -4.00 • 4.00 ,71 ;i6" LAMINATED GLASS SMALL MISSLE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. SEE SHEET 4 FOR GLAZING DETAILS. 6.00 MAX. AT AT JAMB CORNERS - SEE CHART FOR NO. OF ANCHORS PER JAMB 7.500 MAX. TYP. AT JAMBS 6.00 MAX. AT HEAD /SILL -- CORNERS o 0 O 10 J d REINFORCED MEETING RAIL SEE DETAIL SHEET 1 53.12 WINDOW WIDTH 47.87 O.L. OPG. 7/16' LAM. GLASS /1/ %// /// }- 12.25 - { HEAD / I LL l 47.25 D.L. OPG. 50.25 SASH WIDTH TYPICAL ELEVATION UNEQUAL LTTES (FULL VIEW) TAPCONS AS MANUFACTURED BY ELCO OR EQUIVALENT CONCRETE ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. 6.00 MAX. AT AT JAMB CORNERS SEE CHART FOR NO. OF ANCHORS PER JAMB 4.00 -4.00 0 -4.00 7.500 MAX. TYP. _ AT AT JAMBS FRANK L. BENNARDO, P.E. • • PE0046519 1 d d 03- 0809 -113a PAGE SCALE: N.T.B. DEBCAVTION: 5 •j • . ••• I • p J r•••• P REM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER/REMARKS 1 050-00-572 1 HEAD 6063 -T6 TIFTON 2 050 - 00.585 1 SILL 6063 -T6 TIFTON 2A 050 -00 -308 1 ALTERNATE SILL 6063 -16 TIFTON 3 050-00-586 2 JAMB 6063 -T5 TIFTON 4 050 -00 -571 1 VENT TOP 6063 -T6 TIFTON 5 050 -00 -548 1 VENT BOTTOM 6063 -15 TIFTON 6 051-00-570 2 VENT SIDE 6063 -T6 TIFTON 7 050 -00 -573 1 MEETING RAIL 6063 -T6 TIFTON 8 050-00-569 4/ LITE GLASS STOP (1/4' GLASS) 6063 -T6 TIFTON 9 012. 00-832 AS REQD. FRAME ASSEMBLY SCREW 18 X 3/4" PHPH SMS 10 050 - 00-000 AS REQD. VENT ASSEMBLY SCREW 98 X 1' PHPH SMS 11 046-00-048 AS REQD. W'STRIPPING (FABRIC COATED FOAM) SCHLEGEL Q -LON .375 X.190 12 050- 00-759 4 /CITE GLASS STOP (7 /16' GLASS) 6063 -T6 - 13 050 -00 -000 AS REQD. GLAZING TAPE (.090 THICK) TREMCO 8440 14 007 -10 -016 2 SWEEP LOCK (AT 6.3/4' FROM ENDS) ZINC CAST MARBOLLO INT. 15 046 -16 -030 2 BLOCK AND TACKLE BALANCE WINDOW COMPONENTS (5/8" BOX) 16 - - - - 17 000-00-000 AS REQD. GLAZING WEDGE WIBORG VINYL / WV -8160 18 - 2 REINFORCING BARS FULL LENGTH STEEL 1 -1/2• X 114" 19 000 -00 -000 2 VENT GUIDE NYLON 1/2' X 7/8' X 3/8 "11. - W/ 416 X 1/2' 20 000 - 00-000 1 ALUM ANGLE (lxllx "x3" LG) AT MIDSPAN 6063 -T5 FASTENED WITH (2) 810 X 2 SMS 21 AS REQD. MTG. RAIL ASSEMBLY SCREW 910 X 1" PHPH SMS 22 047-00-015 AS REQD. FIN SEAL PILE ULTRAFAB • • •V • • • •o • • L •••• ••• • ••.• •••• • •••• •••• •••• • •••• • •• • • • • ••.. • • • • • •••• • rItAAE TOI$CORRJER • •• •• •• • • • • • • •• • •• •••• •••Atr,. loour. • • •• • • • • •• •••• • • •... • .••• • • FRAME BOTTOM CORNER VENT TOP CORNER VENT BOTTOM CORNER amploallalb WINE FRANK L. BENNAROO. P.E. 0 PEOM65A9 td zidd 03- 0809 -113a PAGE SCALE: N.T.S. DESCRIPTOR: 5 l MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Jeld -Wen, Inc. 31725 Highway 97 North Chiloquin. OR 97624 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Jeld -Wen® Steel" W/E Ontswing Opaque Insulated Steel Door w & w/o Sidelites APPROVAL DOCUMENT: Drawing No. DC2005, titled "O /S Opaque Steel Door Double & Single Units w & w/o Sidelites", sheets 1 through 8 of 8, prepared by R.W. Building Consultants Inc, dated 9/25/00 with revision #1 dated 12/11/02, 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 i site. th.r.quqt of the Bi hlding Official. This NOA revises and renews NOA # 00- 11103.03 apdtaistst/ of this page 1 as well as approval document mentioned above. • • • • • • • • • • • • • The submitted documentation was reviewed by Mane] Pere, P�. • • • • • ••• • • • • • . •• • •••• • • • • • • • • • • • • • • • NOA No 02- 1211.12 • • • • • • • • • • Expiration Date: April 14, 2008 • . . . . . . . • ... • • • • .• • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • •• •. • • • .. .. • 0 • • • • 0 . • • • Approval Date: January 16, 2003 Page 1 Jeld -Wen. Inc. C. CALCULATIONS NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. DC2005, titled "O /S Opaque Steel Door Double & Single Units w & w/o Sidelites ", sheets 1 through 8 of 8, prepared by R.W. Building Consultants Inc, dated 9/25/00 with revision on #1 dated 12/11/02. B. TESTS Submitted under NOA No. 99- 1122.01 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94, 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of pairs of outswing residential insulated steel doors with sidelites, prepared by Certified Testing Laboratories, Test Report No. CTLA456W, dated October 19, 1999, signed and sealed by Ramesh Patel, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with marked -up drawings and installation diagram of residential insulated steel sidelites, prepared by Certified Testing Laboratories, Test Report No. CTLA -961W, dated October 23, 2002, signed and sealed by Ramesh Patel, P.E. 1. Anchor Calculations, dated October 2, 1999, with addendum dated March 20, 2000, prepared, signed and sealed by Mark Fetherman, P.E. Submitted under NOA No. 99- 1122.01 2. Anchor calculations for fixed lite mounting hardware loads dated 12/02/02, prepared, signed and sealed by Lyndon F. Schmidt, P.E. ..•.... • .. • • • •.• •. • • • • •. ••• •• • • anuel ' er P.E. • • • • • • • • • • • • • • • • • Product Contro anziner • • • • • • • • • • • • • • • • NOA No 02- 1211.12 .. • • • • • • • • • • • • • • • • • • • • • • • Expiration Date: April 14, 2008 • • • Approval Date: January 16, 2003 E -1 ••• • • • • ••• • • • • • • • • • • • • • •.• • • • • • • • • • • •• •• • • • •• •• ••• • • • ... • . Jeld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) D. MATERIAL CERTIFICATIONS 1. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA456W, dated September 30, 1999, for steel samples, tested per ASTM E8- 93a, signed and sealed by signed and sealed by Ramesh Patel, P.E. 2. Test Report No. ITS- J99006660 -001, prepared by Intertek Testing Services NA, Inc., issued to Jeld -Wen Research and Development, dated April 8, 1999, for samples of foam, tested per ASTM E 84 -94 "Standard Test Methods for Surface Burning Characteristics of Building Materials" and ASTM D 1929 -91A "Standard Test Method for Ignition Properties of Plastics "; signed and sealed by Douglas Keith Tucker, P.E.Jeld -Wen, Inc. 3. Notice of Acceptance No. 02- 0429.11 issued to Trinity Glass International for "Trinity Lite Frame" dated 07/03/02, expiring on 07/03/07. 4. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA- 1078H, dated October 24, 2002, for lite frame material samples, tested for straight pull out, signed and sealed by signed and sealed by Ramesh Patel, P.E. E. STATEMENTS 1. Statement letter of product name change, dated 12/4/02, signed by Steve Strawn. • 2. Statement letter of lite frame revision, dated 12/22/02, signed by RW Building Consultants, Inc. signed by Rick Wright. 3. Statement letter of conformance to Code and no financial interest, dated December 2, 2002, signed and sealed by Lyndon F. Schmidt, P.E. 4. Statement letter of no financial interest, dated October 10, 2002, signed and sealed by Steve Frey. 5. Statement letter naming Rick Wright as the contact person, dated October 10, 2002, signed by Steve Frey. F. OTHER 1. Notice of Acceptance No. 00- 1003.03 issued to Jeld -Wen, Inc., for their Series "Doorcraft® Steel" Outswing Opaque W/E Residential Insulated Steel Door w /Sidelites - Impact, approved on 01 /11 /01 and expiring on 04/14/03. • .. ... • • • • • .. • • • • • • .. ••• •• • ... • • • • • • • ••• • • • • • • • • • • Product Co i of E • miner • • • • • • • • • • • • • • • • • • • • • • • • • • NOA No i 2- 1211.12 •. • • • • • • • • • • • • Expiration Date: April 14, 2008 •. . Approval Date: January 16, 2003 E -2 • • ••• • • • • • •.. • • • • • • • • • • • • •• • • ••• • • an ' er • z, P.E. TABLE OF CONTENTS SHEET # DESCRIPTION 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 VERTICAL CROSS SECTIONS & BILL OF MATERIALS 3 HOIZONTAL CROSS SECTIONS 4 HOIZONTAL CROSS SECTIONS 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & DETAILS 7 GLAZING DETAILS 8 COMPONENTS DESIGN PRESSURE RATING j WATER / //� EQUIREM NT IS NEEDED INFILTRATION POSITIVE + 53.0 PSF NEGATIVE 57.0 PSF \l ••• • •• •• ••• ••• ••• ••• • • ••• JELD -V Steel WOOD EDGE OPAOUE INSULATED STEEL DOOR OUTSWING 6-8 UNITS W /OUT SIDELITES l GENERAL NOTES I. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. 14000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER THE LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS USTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE FOR THE SIDELITES ONLY. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: -SEE QES1rIJI SSURE RATING TABLE SHEET ONE. O. SIOELITES MRF•tM OPTION ANO CAN•BE IN A SINGLE OR DOUBLE • CONFIGUWy • • • 7. THIS SYSTEM THE WATETeREQUIRELENTS FOR "HIGH VELOCITY • HURRICANDIZONiS". SEE NOTE BELOWDESIGNEO PRESSURE CHART. • • • • •• •• •• • • • P,j IEENTIAL 1:1414L 1 Q STEEL, DOOR (Common to all frame conditions Door 4,15P ion,4truction• • • • • •. Face sleets: ��j11 ga. (.(3244)•minimum thickness. Galvanized steel A -525 commerciol quality - AKDO per ASTM•620 with yielttl•s►r wgeh Fy(min 24,600 psi. • LOLL VIExpanded•ptip• ty►Ahe with 1.0 to 1.25 IDsi ii • . • Construction ( Steel face: s lued to expanded ve stiles a nd a w oo d lock ? k laminated reinforcierrycipt Frame Constructions The head jams and side jamtLs are mortised, b u t ted and joined using three 7/8 x 2 wire staples. L MAX. OVERALL WIDTH ID EDI O y PANEL DOOR SHOWN FOR CLARITY OF VIFW (VIFWFD INTERIOR) F-- 74.5" MAX. OVERALL WIDTH — El LEI I p I v Q DOUBLE DOOR ELEVATION 37.5" v SINGLE DOOR W /SIDFIITES FLEVATION DOUBI F DOOR W /SIDE) ITES Fl EVATION Approved as complying milli aq NOAO idl Cod Dam t NOA• Miami Dade Produeyfw•uol By U D 0 0 a Ci 0 2 Z P .,c Z w LD L m 0 0 z co C Z tal 0 0 0 z CONSULTANTS. INC 813.659.9197 WI' 9/25/00 SCAM N.T.S. owc. er: TJH CNL BY RW 0M•INC NO.: DC2005 68.5" MAX. OVERALL WIDTH —1 / / o = o 1 P- -^ ICI I!I ICI ICI I!I I!I O /TC ri V a O 0= C. � Q I kir � I ••• • •• •• ••• ••• ••• ••• • • ••• JELD -V Steel WOOD EDGE OPAOUE INSULATED STEEL DOOR OUTSWING 6-8 UNITS W /OUT SIDELITES l GENERAL NOTES I. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. 14000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER THE LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS USTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE FOR THE SIDELITES ONLY. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: -SEE QES1rIJI SSURE RATING TABLE SHEET ONE. O. SIOELITES MRF•tM OPTION ANO CAN•BE IN A SINGLE OR DOUBLE • CONFIGUWy • • • 7. THIS SYSTEM THE WATETeREQUIRELENTS FOR "HIGH VELOCITY • HURRICANDIZONiS". SEE NOTE BELOWDESIGNEO PRESSURE CHART. • • • • •• •• •• • • • P,j IEENTIAL 1:1414L 1 Q STEEL, DOOR (Common to all frame conditions Door 4,15P ion,4truction• • • • • •. Face sleets: ��j11 ga. (.(3244)•minimum thickness. Galvanized steel A -525 commerciol quality - AKDO per ASTM•620 with yielttl•s►r wgeh Fy(min 24,600 psi. • LOLL VIExpanded•ptip• ty►Ahe with 1.0 to 1.25 IDsi ii • . • Construction ( Steel face: s lued to expanded ve stiles a nd a w oo d lock ? k laminated reinforcierrycipt Frame Constructions The head jams and side jamtLs are mortised, b u t ted and joined using three 7/8 x 2 wire staples. L MAX. OVERALL WIDTH ID EDI O y PANEL DOOR SHOWN FOR CLARITY OF VIFW (VIFWFD INTERIOR) F-- 74.5" MAX. OVERALL WIDTH — El LEI I p I v Q DOUBLE DOOR ELEVATION 37.5" v SINGLE DOOR W /SIDFIITES FLEVATION DOUBI F DOOR W /SIDE) ITES Fl EVATION Approved as complying milli aq NOAO idl Cod Dam t NOA• Miami Dade Produeyfw•uol By U D 0 0 a Ci 0 2 Z P .,c Z w LD L m 0 0 z co C Z tal 0 0 0 z CONSULTANTS. INC 813.659.9197 WI' 9/25/00 SCAM N.T.S. owc. er: TJH CNL BY RW 0M•INC NO.: DC2005 105.25" MAX. OVERALL WIDTH I 6 " -8 "= 79.75" MAX. DOOR PANEL HEIGHT o o 1 P- -^ ^ 68.38175" MAX. D.L.O. HEIGHT i "= 79.75" MAX. SIDELITE PANEL HEIGI I!I ICI I!I I!I v a 0= C. v Q I kir O - G GS 0 eC, I to ••• • •• •• ••• ••• ••• ••• • • ••• JELD -V Steel WOOD EDGE OPAOUE INSULATED STEEL DOOR OUTSWING 6-8 UNITS W /OUT SIDELITES l GENERAL NOTES I. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. 14000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER THE LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS USTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE FOR THE SIDELITES ONLY. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: -SEE QES1rIJI SSURE RATING TABLE SHEET ONE. O. SIOELITES MRF•tM OPTION ANO CAN•BE IN A SINGLE OR DOUBLE • CONFIGUWy • • • 7. THIS SYSTEM THE WATETeREQUIRELENTS FOR "HIGH VELOCITY • HURRICANDIZONiS". SEE NOTE BELOWDESIGNEO PRESSURE CHART. • • • • •• •• •• • • • P,j IEENTIAL 1:1414L 1 Q STEEL, DOOR (Common to all frame conditions Door 4,15P ion,4truction• • • • • •. Face sleets: ��j11 ga. (.(3244)•minimum thickness. Galvanized steel A -525 commerciol quality - AKDO per ASTM•620 with yielttl•s►r wgeh Fy(min 24,600 psi. • LOLL VIExpanded•ptip• ty►Ahe with 1.0 to 1.25 IDsi ii • . • Construction ( Steel face: s lued to expanded ve stiles a nd a w oo d lock ? k laminated reinforcierrycipt Frame Constructions The head jams and side jamtLs are mortised, b u t ted and joined using three 7/8 x 2 wire staples. L MAX. OVERALL WIDTH ID EDI O y PANEL DOOR SHOWN FOR CLARITY OF VIFW (VIFWFD INTERIOR) F-- 74.5" MAX. OVERALL WIDTH — El LEI I p I v Q DOUBLE DOOR ELEVATION 37.5" v SINGLE DOOR W /SIDFIITES FLEVATION DOUBI F DOOR W /SIDE) ITES Fl EVATION Approved as complying milli aq NOAO idl Cod Dam t NOA• Miami Dade Produeyfw•uol By U D 0 0 a Ci 0 2 Z P .,c Z w LD L m 0 0 z co C Z tal 0 0 0 z CONSULTANTS. INC 813.659.9197 WI' 9/25/00 SCAM N.T.S. owc. er: TJH CNL BY RW 0M•INC NO.: DC2005 Item DESCRIPTION Material 1 HINGE JAMB (1 1/ 4" x 4 1 12 ") WOOD 2 HEAD JAMB (1 1/ 4" x 4 1 2) WOOD 2A SIDEUTE BLANK JAMB (1 1 4 x 4 9/16" ) 3 4 x 4" BUTT HINGE 12GA. (.097" MIN) STEEL 4 A'9 x 1" P. FH. WOOD SCREW (HINGE TO FRAME) STEEL 5 #8 x 2 1 <'2" PHILLIPS FLATHEAD WOOD SCREW STEEL 6 #10 X 2 P. FH. WOOD SCREW (HINGE TO BUCK) STEEL 7 1/4" TAPCON STEEL 8 BUMPER THRESHOLD (1 1/4 "x4 5/8 "x5/8" ) ALUMINUM 9 COMPRESSION WEATHERSTRIP 0 —LON ODS -650 10 EXTRUDED ASTRAGAL (IMPERIAL #ANH) ALUMINUM 11 N9 x 1" PHILLIPS FLATHEAD WOOD SCREW STEEL 12 FACE SHEET 24GA. (.020" MIN. GALVANIZED) STEEL 13 TOP RAIL (1.67" x 1.042 ") WOOD 14 DOOR PANEL BOTTOM RAIL (1.73 "x 1.21 "x. "Z STEEL 15 DOOR HINGE W000 SIDE STILE 1.67" x 1.065 WOOD 15A DOOR LATCH LVL SIDE STILE 1.67" x 1.065" 16 ASTRAGAL THROW BOLT 0.31" x 19.25 L. STEEL 17 1(18 x 1/2" L. TYPE AB" PANHEAD SMS STEEL 18 8 —p6 X 1" PHILLIPS FLATHEAD WOOD SCREW STEEL 19 KWIKSET TITAN SERIES LOCK 20 KWIKSET TITAN SERIES DEADBOLT 21 LATCH SCREWS (SEE LOCK INSTRUCTIONS) 22 MASONRY WALL CONC. 23 2x WOOD BUCK WOOD 24 EXPANDED POLYSTYRENE, DYUTE (1.0 TO 1.25 LB) 25 1/4" MAX. SHIMS W000 26 WOOD LOCK REINFORCEMENT WOOD 27 LITE FRAME ODL POLYPROPYLENE 28 1/2" INSULATED TEMPERED GLASS GLASS 29 LATCH JAMB (1 1/4 x 4 1/12 ") WOOD 30 (/8 x 1 1/2" TEK SCREW (LITE FRAME) STEEL 31 LITE FRAME BY TRINITY FOR 1/2" GLASS 32 1/2" INSULATED TEMP. GLASS BY TRINITY 33 LITE FRAME BY TRINITY FOR 1" GLASS 34 1" INSULATED TEMP. GLASS BY TRINITY 35 LITE FRAME SCREW X16 X 1 1/2" PANHEAD 36 SILICONE CAULK (CR LAWRENCE 330) SILICONE 37 GLAZING COMPOUND SILICONE 38 CAULK LATEX • • • • • • •i•• 1 U •W 1 = t • Z • • 1• •• 1 •• 1 • • • • Ln • 1 •w• L • )( TERIOR • • • .5" MIN. GLASS THK. •• • •• • • • • • • 020" MIf4. • $I(IN • •• •• • • 14 • xtlX. PANE! «WK. • • •• • • • • • O VERTICAL CROSS - SECTION 2 2 vt W h z '0 • g y a W az 0 0 .020" MIN. SKIN THK. ( 0 22 VERTICAL CROSS - SECTION 2 N Z La — W Approved as rwaplliop ait4 tat Florida aWing t Date NOAH Muol Dade Product 101 D L sb fX O v ,\ rn 0) C3 ‹C C C .) o W - a Ca " • � �v a = 0 0 a 1n O err • J W CC VI La o 0 ▪ O U J J U La 0 ea Ql a N .�v Ess 0 0 0 z BUILDING CONSULTANTS. INC 813.659.9197 pm 9/25/00 SCALE. N. T.S. Ow ar: TJH CHK. BT: RW DRAWING NO.: DC2005 SHUT 2 or 8 • •••• •••• • •••• • HOPES: • 4D SENOTE 1 SHT. 3 � a a INACTIVE ASTRAGAL RETAINER BOLTS (2) • • • TOTAL. (1) 9.0" L. x • • •312" DIA. 0 TOP & (1) •••• • �. b t. x .312 ;0rg � ,pOTTOM • •••• • • •••• •••• • • •• • • • • •• •• • •••• • • • • • • •• •••• • • HORIZONTAL CROSS SECTION :4444 ASTRAGAL •• •• • • ALUM. RETAINING SLIDE (3) 1.0" x 4.5" x 0.565" • .1 • SPACING FQR {TVI 18 114 O :1; PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE INAOTIVE 41)00R IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; • 1.0 ". 2.5 " 5.5 ", 130 ", 7 " & 26.0 ". • �• WAGING FQR $ x i 1/2 d TASCr�EW ATTACHING THE ODL LITE FRAME IS AS FOLLOWS; OOP & BOTTOM; (2)SCREWS 3.0" IN FROM EACH HORIZONTAL CORNER. F TOP OF THE FRAME DOWN ON THE SIDES; 3.0 ". 13.0 ", 26.0 ", 39.0 ". 52.0" & 63.0 ". 3. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE 18 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 18 x 2" PFH WOOD SCREW. 4. SPACING FOR 18 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (5) MORE SCREWS EQUALLY SPACED. A TOTAL OF (7) SCREWS PER EACH VERTICAL MULLION. 5. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 110 x 2" PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 110 x 1 3/4" PFH WOOD SCREW. 6. THE SPACING FOR ITEM 135 THE 16 X 1 -1/2" PANHEAD SCREW SPACING IN THE TRINTIY LITE FRAME IS AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES (9) AT 5.625 ", 14,5 ", 23.25 ", 32.0625 ", 41.0 ", 49.75 ", 58.5625 ", 67.375 ", AND 76.3125 ". THE TOP AND BOTTOM FROM RIGHT TO LEFT (2) SCREWS AT 3.125" AND 6.875 ". ACTIVE 1.15" MIN. EMB. 0 0 0 A i gif MME /�11 O rig 0 - .25" MAX. SHIM SEE NOTE 3 SHT. 3 .15" MIN. COUNTERSINK 0 HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK EXTERIOR .15" MIN. COUNTERSINK 3 HORIZONTAL CROSS SECTION 3 LATCH JAMB TO BUCK .25" MAX. SHIM -{ 1.15 "MIN EMB. Approver) u complying with the Florida Holding Code Date NOA Miami Dade Product ra WAi h' 7C Z N 1\ n O) 0) ¢ cc o z 3 O N z- -z z. 2 C) c . 41 uj MOLL z z o � = o o U 0 a 0 w 0 0 z tn 0 ce ce V v BUILDING CONSULTANTS. INC 813.659.9197 Dole: 9/25/00 SCALE: N. T.S. owc. er: TJH Drx. Br: RW ORAwNC No.: DC2005 • •• • • • • •••• • •••• • • • •• • • • • • 2 N U • • • • • • 1:15" MIN. • • EMB. •• • •• •• •• • 11 •••• • a •••• 1 •••• •••• • • • •••• .25" MAX. SHIM THK. 0 ir 0 retti O INTERIOR .15" MIN. COUNTERSINK SEE NOTE 2 FOR ODL LITE OR 6 FOR TRINITY LITE ON SHT. 3 EXTERIOR INTFRIOR 3 HORIZONTAL CROSS SECTION 4 SIDELITE TO BUCK .15" MIN. COUNTERSINK 1 HORIZONTAL CROSS SECTION 4 AT SIDELITE EXTFRIOR INTERIOR SEE NOTE 4 SHT. 3 SEE NOTE 4 SHT. 3 .15" MIN. COUNTERSINK z N o � 0 4 2 HORIZONTAL CROSS SECTION HINGE TO BUCK Approved as msptying with the Florida Bolding C Date :5193. 1 NO.0 0 2-I 1 l�•1? Miami Dade Produce 01 By 0 0 a m W 0 0. a z 0 0 ten O 0 CC U 1. 0 0 0 w 0 0 z z 0 0 5 ?" CONSULTANTS. INC 813.659.9197 DATE: 9/25/00 wLt:: N.T.S. DwC. BT: TJH CNN. er. RW DRAWING NO.: DC2005 SHEET 4 or 8 • • • • • • •••• 1 •••• • i •••• • e •••• • 1 •••• • •••• SEE DETAIL H SHEET 6 — •• •• • O •I• • • • rTYP. 1 I 1 1 TYP. •I•i••t I-3" 6" 1— ••fL•GGG 3� „ — 3 3 - SEE DETAIL • K SHT. 5 1 • QOUBtR DOOR ANCHORING _LOCATIONS • • • •1 • In 1 • co �i • • •• • • • • • •• • • •• • • • • •• •••• • • •••• f' 6" DETAIL F HEADER IMPERIAL ASTRAGAL RETAINER BOLT HEADER STRIKE PLATE SEE DETAIL "F" SHEET 5 3 .. 3" 6'1 3" TIP. SEE DETAIL G SHEET 5 { DETAIL K SILL IMPERIAL ASTRAGAL RETAINER BOLT THRESHOLD STRIKE PLATE a- ✓ 1 ;r co ao : m co co co n h n n L SEE DETAIL J SHT 6 DETAIL G HINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 3 ^ 1 0 3" —I 4.5" — 3" - 6" 6 1 3" 113" OBII II 1— 6" 6" —I — 3" 3" - --� F 3" — 4.5" lapI SINGI F D00R W /SIDFJ ITFS ANCHORING I OCATIONS SEE DETAIL G SHEET 5 Approved as complying with the Florida Balding C Date MOAN Miami Dade Prodaci CDNml cc o z co 0 rn rn • o ¢ ¢ z WLI O � E 3 U) c 6 0 a CC 0 0 2 o Lu LAJ LO 2 in W � O c� co O J 0 0 cc 0 co a 0 O z z 0 BUILDING CONSULTANTS. INC 813.659.9197 aiE 9/25/00 SC .LE N.T.S. DWG. En% TJH cNN. Br: RW DRAWING NO.: DC2005 SHEET 5 a 8 •• • •••• • • •••• w • •• • • • •••• • • • • • •••• lMJ • •• • • • • 11 IIO /1 TYP. •s —1 • • •" • 4'5°— • • • • • • �ry I • 7YP. 91.•� 3. • •••• 3 "— SEE DETAIL "r SHEET 5 3"-11 3" 3" L- (D In SEE DETAIL wi fH SHEET 6 SEE NOTE ___O 5 SHT • • • • • II • • • • • • n n SEE DETAIL K SHT. 5 7 TYP. {— 3" < 3" OPTIONAL DFTAII H STRIKF PLATES TO IMPERIAL ASTRAGAL •d II I 36. ` - 1 I-- 3" TYP. SEE DETAIL • • • K SHT. 5 • • • • • • • DOURI F. D00R :N /SIDFLITFS ANCHORING I OCATION5 • • 3" 4.5" 1-- 3" SEE DETAIL G SHEET 5 DFTAIL J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 SEE NOTE 3 SHT. 3 SEE NOTE 3 SHT. 3 Ln co SEE DETAIL J SHT. 6 co co y. =L 6" -- 1 6" —1 0 TYP. O TYP. 1 OI r SINGI F T100R ANCHORING LOCATIONS SEE DETAIL G SHEET 5 Approval n complying with the Florid Bahia C e O Date 1 NOA• Miami a Pladotl Coved U 0 a C w LJ 0 O z Z 0 rx rx 5 ?' CONSULTANTS. INC. 813.659.9197 DATE: 9/25/01 SCALE: N. T.S. owo. Br: TJH CHK. Br: RW DRAWING NO.: DC2005 SII ET 6 or 8 01 471NG DFTAII 1/2" TFMPFRFD GI ASS 001. UTE FRAME • •• • • • • •••• • •• • • • • • • SYTERIOR • • •••• • • • • • • • GI 'GING 0F7A11 • 1/2" INS ATEp G41S5 •• jRINiIY LFW FRAME• • • • • • • • • •• • • • • • •• • • •• • • • • •• •••• • • •••• • A41kR16% • • •• • • • • • GI A7ING I7FTA11 1" 1NSUI ATFO TFMPFRFD GLASS TRINITY LITE FRAME i = Zr) FXTERIOR ^ 1[TERLQ6 2 ^ W FXTERIOR ^ a INTERIOR 0.5" GLASS BITE SEE NOTE 2 SHT. 3 0.5" GLASS BITE SEE NOTE 6 SHT. 3 1/8" TEMPERED GLASS 1/4' AIR SPACE 1/8" TEMPERED GLASS 1/8" TEMPERED GLASS 1/4" AIR SPACE 1/8" TEMPERED GLASS 0.5" GLASS BITE SEE NOTE 6 SHT. 3 .75" STEEL INTERCEPT SPACER 1/8" TEMPERED GLASS 1/2" AIR SPACE 1/8" TEMPERED GLASS 1/2" GLASS LITE FRAME 00L HP POLYPROPYLENE (THERMOFIL P6- 30FM0391) 1/2" GLASS LITE FRAME TRINITY (LUPOY EU 5007) " CLASS LITE FRAME TRINITY (LUPOY EU 5007) Approved as complying •U► IOe Florida Bedding do Dale NOM/ MUM Dade Product By I— o. Z co rn� o : cc o 'n 0 cv W - z O N • w ^ 2Z 01 ‘. V ° o 0 O Z U 1 w (D U 0 8 • 5 m w 0 O Z BUADINC CONSULTANTS. INC 813.659.9197 MM: 9/25/00 • N. T.S. own. BY TJH ON. Br: RW ORA*INC NO.: DC2005 sw 7 Or 8 • • • • •• • • • • •• • • • • • •• r a L • •• • • • • •• • •• • • • •••• • • • • •• • • 2.375" —{ m F F--- .912" 10 IMPFRIAI ASTRAGAL EXTRUDED ALUMINUM .075" WAIL, • •• I •••• p • • 0 •••• •ID •M• • • • • • 0 • •• 0 • 111 •• •• • � 0 (9) •• • .14 " • • *525" • GQMPQ&S&I0N WEATHERSRTIP SCHhFGFI 0 –LON QDS 650 11.875" ASTRAGAL HAS (1) 9.0" L. x .312" DIA. BOLT 0 TOP & (1) 9.0" L. x .312" DIA. BOLT 0 80770M DIA. VARIES W /LOCK USED 26 WOOD IOCK BI OCK. 1.71" THK OUTSW NG BUMPFACF THRESHOLD LOW PROFIT F .050" EXTRUDED ALUMINUM —11 .097" O 3 4 x 4 STFFL DOOR HINGF .097" THK. STEEL BY HAGER ®® 14 r 1.67" TOP RAII & SIDE STILE 1.67" J LVL LATCH STILE .25" F-- 1.73" ' 0 0 1 DOOR STFFI EDGE CAP. BOTTOM Appr vad n eomplyla6 wll! ibe ilarlda Boding Code Date NO • - P:411/1; Mianl Dade Prod »i AO ioa U 0 a 0 O m 0 z z 0 EUILWNG CONSULTANTS. INC. 813.659.9197 DATE: 9/25/00 SCAM NTS DMD. BY TJH CNx. Br: RW DR0* IC NO.: DC2005 SHEET 8 or 8 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 6/579 ? Job Address 235 . 1 4= 9' ' 5i- Tax Folio 11 ' 413/ 3. 34a,L0 Legal Description /14 T / , -2 5 '`1 y`Y� �y • Historically Designated: Yes No e / nt "'SW/Age/WA) yo - Phon2 5 ' 75 2.'S Owner's Address 2 3 5 44 q/ S? Contracting SEARS SIDING & WINDOWS Address PO. Oft 522 ,u QualifieAW D'V 161 / 6 -S • T �! �a 52'2290 SS# Phone S t a t e # Municipal # C o m p e t e n c y # 6 r 637/4, Ins. Co. Architect/Engineer ,� Address g Company / " �' Bondin t'( Address 1 11 7 - Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN 5/21 ,e ISQ ems. WORK DESCRIPTION / /•4 - -- 4v A724.00 '/-S c_r% / /� X / .57 Square F: ie Signature /f owner and/or Condo President W99 No as l5 Owner antlie A 8 ._ Commission Expitts: d•k. c Commission # CC 770988 At, Expires AUG. 27, 2002 p OONDED THRU Ae ATLANf1c BONDING CO., INC. FEES: PERMIT `t V RADON APPROVED: Zoning Buildin Mechanical Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature of Contractor or Owner- Builder &i-4 2.e � g Notary as J/6 Contractor or Owner-Builder My Co aga C.C.F. ) ` Y 0 NOTARY BOND TOTAL DUE T� Master Permit # ssion Expires: 4P p1, John Joseph Abbott ° Commission # CC 770988 "' Expires LUG. 27, 2002 BONDED THRU + CF i ATLANTIC BONDING CO.. INC. Electrical - tb• 14e9'1 - 4 /• 6/4 9 Plumbing Engineering P1.111.41:1 ,140 111 f: OI I COUNTY or DAI.)f_: I1II= IJNOE1Ic;I(3(4f=1.) hereb 11 Chapter 71:1, i'Ioricla Stall Iles. I 7. liesclil)11on of improveme 1 ( .onlrTrlOI s riowe )n,cl :1Cltlr(!ss AI)t11 of Imn(1 'F (i I.ender•s name 000 nilthess 11 In mJ(Jilion In Illnlsell• S•Oi n v , tier -- I'rinl Owners Name "vorn to and subscribed subscribed before me 111is (Ai P&, J ''total)/ f'ohlic 'lint Notary's fly fly Commission I: vi)Ire ■ I I( I l )1 . e&-s I: .( ) 'VI lvlI 1\1( :1 .MI i�•1 I AX F011(1110 11O 1 1 egal description of property and strrel ;Irlrlrt! ; r � ... s ... - ¥../. do -47 4Ci/— /0 9 ` 5244 -o ° 4 1999 NAY 11 13:30 ive5 nolirr I inrltnrvenrrrrl•: ,will I rr' ,„„d„ 1„ r(trlair(tenI d)rnd,r'rly, and in ; 0,i11‘ ll, Ilfr Iollowin(I inlnn olior, is Iun•i(lr?(l in Ilti•, f luhco nl (;nunnr?Irt tnnr!r,l /d 7a ege .J Owner(S) nano) and ,r(Iclress 45 Interest in i)rol,rrly /I � S Name , (04/ '''f', and address 01 Ie(' sinq,Jt. lillel,trhlrr 4)- I'(!rso(IS rvillri I(re �;l- _ ...... crl'? of I lotltl; 1 rlesr - -. _ try Section 7 1.1. I.1 I c)n ;rlr'(l 1, Own'r trl11111)11 wl,,,nr nr nnr'n ( )('r , I IOrl(I;r SI s Iu r• ; n (Mu?, rint Name r and ad(h ?ss - .. ._. " ' le Wray Ire ;Qrvrir) as provided ()wrier �) I =xl)ir Ilion cl�(Ir? of n,•.. ._ - .... .. rl., Rlulir.e c)I (;olnnle nCr menl (Ihr? E!xlul:lllon (I;llt! i r I ('rent dale Is specified) s 1 year h oot II, ! ) •� r Halt? nl Iet'( ( ( J; , y r)1 I!) o :. Ab CC 7 AEG. 27 i c' ' � DED FIONQ� .,rwv Y1-20 72- o- 3le-3 I 'r(Irarytl l'y MR.- JOHNJ._AEBOTT B28 SE 5th St. Delray. Beach, FL. 9344__ 1- 800 - 748 -7498 Arla, %>; J)rovitletf in Nov -02 -98 12:07P window administration 14077678014 of Ul /t1 / /1'7J4 1J4:J/ Jt7JD7 .:JLbtar.ai 1 HLvi•i SECURITY P WINDOWS & DOORS GO T 0 Company J0 October 15, 1998 To Whom It May Concern, We at Security Windows and Doors are very pleased to it jorm you that Sears Siding & Windows la one of our authorised dealers. They are trained in the installation and service of all of our products and are authorised to install our windows, doors and shutters in Miami -Dade County. Please contact ,wa directly with any further questions you may have. 'ohm-Glick L 5100 MTLAM DAIRY ROAD (N_W. 72nd AVF 1• MIA MI. Fl.11166.(1nR1 R91- 294A.RAA- 262- 1A00•FAX (3051 593 -011s4 P.01 va t Sears Siding & Windows License No. CB 0039181 ,,1 c. .'I. P.O. Box 522290 • Longwood, FL 32752 -2290 • O ORLANDO (407) 767-0890 O JACKSONVILLE (904) 399 -5540 O TAMPA (813) 621 -9774 O COLUMBIA 0 SAN ANTONIO 0 TULSA 0( 330 -8948 (210) 829.7 (918) 610 -8131 D �/ h . Y � t " - � „ Rhone: , r . S Name: �C • Bu Address: , Ac /L/' /5 City: .&14 c S�► « St. : lir Zip: I/We, the ow of the premises described below, hereinafter referred to as 'Purchaser' offer to contract wi Sears Siding & Windows hereinafter referred to as 'Contractor', to fumisti deliver, end arrange for installation of all materials necessary to improve the premises located at: Glass: Grids: (Street) According to the following specifications: 1. Remove existing units to be replaced. (NOTE: Removed units are likely to be damaged.) r . 2. Prepare openings as necessary to receive replacement units. (No finish work other than normal Installation is to be done unless otherwise noted below.) 3. Install Sears ✓ 1 4 k 10 Windows in openings described below to the following specifications: Color: ❑ White Beige ❑BronzerM(II Fin ❑ White/Woodgrain ' Type: ❑ DH fla'SH lEf - ❑ 3 -LR ❑ PW ❑ Other ❑ Other Qty _ Qt Qty 4 Qty — Qty Qty — Qty — ■ 0 I 0 MIAMI (561) 588-0671 0 ATLANTA (770) 921.1412 ❑ GREENSBORO (910) 272-5267 0 NASHVILLE' • (615) 254 -5959 4— 0 4— X2 ear ❑ Bronze ❑ OBS 1 ❑ Low E/Argon ❑ Gray ❑ OBS Full ❑ Low E' /Argon ❑ Asud(te ❑ Keepsafe NOTE: Tempered glass will be installed to meet building codes. Warranty: ❑ Lifetime ❑ 20 Year ❑ 0 Year (OA, ALUM) 4: Existing units NOT to be replaced (SH) ACCEPTED dY: Authorized Signature Ior Sears Siding 8 Windows SEA A95 . Siding &Windows... _ .. � � - . I : , n Job No 17101 Replacement Windows 0 PENSACOLA (904) 478-1535 0 LOUISVILLE (502) 491-1810 O KNOXVILLE (423) 675-6373 t O BIRMINGHAM (205) 733 -9068 (Ctty) 1.O Top Bottom ❑ Glass Breakage Warranty urchaser /� /` Purchaser SSN • O CHARLOTTE (794) 357 -9377 • 1 I 0 HOUSTON (713) 697 -7771 O DALLAS (214) 350-4403 (State) (Zip) ❑.Qthe( ❑ Other Qty _ Qty — Screens' CHECK IF OTHER THAN FIBERGLASS: (On Sashes Only) ❑ Alum ❑ Solar NOTE: Manufacturers Warranty mailed after completion. X r 5. Special Instructions _ , , _ . _- . /.r /t✓ / €� 4f/ 4S 'w /.ez ' Civ t r)j.s 45/44 44.- -- -s 6. Clean up jolt related debris and provide necessary permits and insurance. 7. Allow approximately 3-6 weeks for Installation. NOTE: THE WARRANTY PROVISIONS AS STATED ON THE REVERSE HAVE BEEN EXPLAINED AND I/WE UNDERSTAND THEM FULLY. ADDITIONAL PROVISIONS AND WARRANTIES ARE STATED ON REVERSE SIDE AND ARE PART OF THIS CONTRACT. IX agy° w Please read the following bold type and initial corresponding line. Verbal understandings and agreements with representative shall not be binding. All understandings and ag writing In this Contract. Due to climatic conditions, Interior condensation may occur. Purchaser Initia The TOTAL PRICE for all Labor & Materials (including any applicable discounts) is $ 3 Down Payment $ Q . " }� Balance Payable $ 3 3&2 Terms: Credit ❑ (S ed to the approval of the Credit Department) 1 Cash Inal Payment payable to Installer upon completion) Funded by: Bank /►/'T /d Lei' City / 42,4f i ( V 6 1/ooZ77 35 If this is a credit transaction, the agreement for credit Is contained in a separate docum Ic 1 is incorporated herein by reference and made a part hereof. I/We the undersigned are hereby authorizing Sears Siding & Windows 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) have hereunto signed their name(s) this _1Q day of , 19 7 ' _. and acknowledge receipt of a true copy of this Contract and unless otherwise specified, it is understood that the owner is ready for this work to begin. THIS MESSAGE APPLIES TO DOOR -TO -DOOR SALES ONLY. You the Purchaser(s) may cancel this transaction any time prior to midnight of the third day after the date of this transaction. See accompanying notice of cancellation form for an explanation of this right. Signature eft nod below acts es receipt that Purchaser(s) received separate cancellation forms SSN //9 31- L6M7 Date O MEMPHIS (901) 547.1351 ' O NEW ORLEANS (504) 734-8011 O JACKSON (601) 853$087 s must be set forth In 0 m St Date Bevel Col Sculp Col Rat Diamond Flat Clear , White Tan Wd Gm Brass t Sears Siding & Windows License No. CB 0039181 ,,1 c. .'I. P.O. Box 522290 • Longwood, FL 32752 -2290 • O ORLANDO (407) 767-0890 O JACKSONVILLE (904) 399 -5540 O TAMPA (813) 621 -9774 O COLUMBIA 0 SAN ANTONIO 0 TULSA 0( 330 -8948 (210) 829.7 (918) 610 -8131 D �/ h . Y � t " - � „ Rhone: , r . S Name: �C • Bu Address: , Ac /L/' /5 City: .&14 c S�► « St. : lir Zip: I/We, the ow of the premises described below, hereinafter referred to as 'Purchaser' offer to contract wi Sears Siding & Windows hereinafter referred to as 'Contractor', to fumisti deliver, end arrange for installation of all materials necessary to improve the premises located at: Glass: Grids: (Street) According to the following specifications: 1. Remove existing units to be replaced. (NOTE: Removed units are likely to be damaged.) r . 2. Prepare openings as necessary to receive replacement units. (No finish work other than normal Installation is to be done unless otherwise noted below.) 3. Install Sears ✓ 1 4 k 10 Windows in openings described below to the following specifications: Color: ❑ White Beige ❑BronzerM(II Fin ❑ White/Woodgrain ' Type: ❑ DH fla'SH lEf - ❑ 3 -LR ❑ PW ❑ Other ❑ Other Qty _ Qt Qty 4 Qty — Qty Qty — Qty — ■ 0 I 0 MIAMI (561) 588-0671 0 ATLANTA (770) 921.1412 ❑ GREENSBORO (910) 272-5267 0 NASHVILLE' • (615) 254 -5959 4— 0 4— X2 ear ❑ Bronze ❑ OBS 1 ❑ Low E/Argon ❑ Gray ❑ OBS Full ❑ Low E' /Argon ❑ Asud(te ❑ Keepsafe NOTE: Tempered glass will be installed to meet building codes. Warranty: ❑ Lifetime ❑ 20 Year ❑ 0 Year (OA, ALUM) 4: Existing units NOT to be replaced (SH) ACCEPTED dY: Authorized Signature Ior Sears Siding 8 Windows SEA A95 . Siding &Windows... _ .. � � - . I : , n Job No 17101 Replacement Windows 0 PENSACOLA (904) 478-1535 0 LOUISVILLE (502) 491-1810 O KNOXVILLE (423) 675-6373 t O BIRMINGHAM (205) 733 -9068 (Ctty) 1.O Top Bottom ❑ Glass Breakage Warranty urchaser /� /` Purchaser SSN • O CHARLOTTE (794) 357 -9377 • 1 I 0 HOUSTON (713) 697 -7771 O DALLAS (214) 350-4403 (State) (Zip) ❑.Qthe( ❑ Other Qty _ Qty — Screens' CHECK IF OTHER THAN FIBERGLASS: (On Sashes Only) ❑ Alum ❑ Solar NOTE: Manufacturers Warranty mailed after completion. X r 5. Special Instructions _ , , _ . _- . /.r /t✓ / €� 4f/ 4S 'w /.ez ' Civ t r)j.s 45/44 44.- -- -s 6. Clean up jolt related debris and provide necessary permits and insurance. 7. Allow approximately 3-6 weeks for Installation. NOTE: THE WARRANTY PROVISIONS AS STATED ON THE REVERSE HAVE BEEN EXPLAINED AND I/WE UNDERSTAND THEM FULLY. ADDITIONAL PROVISIONS AND WARRANTIES ARE STATED ON REVERSE SIDE AND ARE PART OF THIS CONTRACT. IX agy° w Please read the following bold type and initial corresponding line. Verbal understandings and agreements with representative shall not be binding. All understandings and ag writing In this Contract. Due to climatic conditions, Interior condensation may occur. Purchaser Initia The TOTAL PRICE for all Labor & Materials (including any applicable discounts) is $ 3 Down Payment $ Q . " }� Balance Payable $ 3 3&2 Terms: Credit ❑ (S ed to the approval of the Credit Department) 1 Cash Inal Payment payable to Installer upon completion) Funded by: Bank /►/'T /d Lei' City / 42,4f i ( V 6 1/ooZ77 35 If this is a credit transaction, the agreement for credit Is contained in a separate docum Ic 1 is incorporated herein by reference and made a part hereof. I/We the undersigned are hereby authorizing Sears Siding & Windows 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) have hereunto signed their name(s) this _1Q day of , 19 7 ' _. and acknowledge receipt of a true copy of this Contract and unless otherwise specified, it is understood that the owner is ready for this work to begin. THIS MESSAGE APPLIES TO DOOR -TO -DOOR SALES ONLY. You the Purchaser(s) may cancel this transaction any time prior to midnight of the third day after the date of this transaction. See accompanying notice of cancellation form for an explanation of this right. Signature eft nod below acts es receipt that Purchaser(s) received separate cancellation forms SSN //9 31- L6M7 Date O MEMPHIS (901) 547.1351 ' O NEW ORLEANS (504) 734-8011 O JACKSON (601) 853$087 s must be set forth In 0 m St Date MODEL PD Patio Door DH Double Hung SH Single Hung 2LR Two -Lite Roller EV Three -Lite Roller PW Picture CR Casement Right CL Casement Left AWN Awning COLOR: White Tan LWG Light Woodgrain DWG Dark Woodgrain GLASS: CLE Clear LOW/W Low E/Argon E2 Low E/Square GRAY Gray Tint BRZ Bronze OBS Obscure OBSBOT Obs. Bottom AZUR Azurlite KEEP Keepsafe TEMP Tempered GRIDS: CF Colonial Full CT Colonial Top OF Diamond Full DT Diamond Top SCULP Sculptured BEVEL BevelCut SCREENS: FULL SOLAR MISCELLANEOUS MULL Mullions CAP Cap Facing XL Extra Labor Prep Opening Prep RETAIL PRICE DISCOUNT $1,500.00 - $2,499.00 5% $2,500.00 - $12,999.00 10% $13,000 - $22,999.00 15% $23,000.00 - $27,999.00 20% $28,000.00 & Up 25% # /7¢x X # GLASS X # /1 94 )0 x # y - x # « X # x # /7¢x #371 -xW# U.I. GLASS x # /1 94 )0 # X # y - X ITEM MODEL COLOR U.I. GLASS SCREEN GRID MISC. $ AMOUNT 1 y - /Jae « t all 2 bG /G- 8/$ 3 g 4 2L i //5 5 i , ' f a' f 6 (Jr 7 8 /114 /l4m,lf/ /5" 9 10 11 /f [/S lS�J,/ ii�� 12 �G /t /�f , 13 /� /■ 14 15 16 ' Ifil_WLI/tIIIIIffS 17 18 Total $ • Offer Code: Data: Phone: Customer: City: x t0 x x Series #L-J.JNl For second story - use additional worksheet F2 -REV. 7/98 1/ * si y/t/Tos 11-1/14/ Jeffs' ENTER WIDTH & HEIGHT FOR EACH UNIT TO BE REPLACED AND ENTER CORRRESPONDING NUMBER LEFT WD HT VOLUME SAV OFFICE USE ONL sEAUR?S Siding & Windows WINDOWPROPOSAL WORKSHEET WD HT WD HT Sales Rep: Lead No.: WD HT WD HT FRONT WD HT L1"(i / /1 SPECIAL INSTRUCTIONS Voulme Savings ( CJ SUB TOTAL I.V.D. (Coupon) ( u wit d coo poi✓ ,7 Other M MU(' F C %/*Al goer CASH DISCOUNTS % SEARS SIDING & WINDOWS License No. CB CO39161 P.O. Box 522290 Longwood, FL 32752 -2290 7/4 /5' TOTAL WD RIGHT HT x x x x x x 3 (t)c41.8 Mean roof height: Surface: # of stories: # of openings: # of openings replacing size for size exchange: Are we installing hurricane shutters? (circle answer) If not, why? a‘siritato. //4-5 AL 1 INTAYSIIEWIGN GI/ 4Z126 METRO -MoE PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Aluminum Windows & Doors 5100 N.W. 72 Avenue Miami, FL 33166 Acceptance No.:97- 0924.13 (Revises No.: 95- 0929.29) Expires:07 /11/99 Approved: 07/16/98 Internet mail address: postmaster ©buildingcodeonline.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 - 2901.• FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305)'375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: 2100 Aluminum Single Hung Window under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 97 - 052, Sheets 1 thru 4 of 4. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. s anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: httpJ /www.buiidingcodeonline.com Security Aluminum Windows and Doors . ACCEPTANCE No.: 97- 0924.13 APPROVED : JUL 1 6 1998 EXPIRES • • • NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS - 2 - July 11, 1999 1. SCOPE 1.1 This revises the Notice of Acceptance No. 95- 0929.29 which was issued on July 11, 1999. This approves an aluminum single hung window as described in section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Series 2100; Aluminum Single Hung Window, and its components shall be constructed in strict compliance with the following document: Drawing No. 97 -052, titled "2100 Single Hung (1 /1)," Sheet 1 thru 4 of 4, dated 9/2/97, signed and sealed by Kelvin Withfield, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of an aluminum single hung window, as shown approved drawings. 4. INSTALLATION: 4.1 The aluminum single hung window and its components shall be constructed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 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 ". 6.' BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. M el Pe ez, P.E., Produntrol Examiner Pro ontrol Division Security Aluminum Windows and Doors . 9. This Acceptance contains pages 1, 2, this last page 3. ACCEPTANCE No.: 97- 0924.13 APPROVED . JUL 1 6 1998 EXPIRES July 11, 1999 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved. c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The engineer does not need to reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Man a el ' rez, P. E., Prod ontro l Examiner Product Control Division END OF THIS ACCEPTANCE - 3 - WINDOW WIDTH (INCHES) WINDOW HEIGHT (INCHES) WINDOWS WITH GLASS DESIGN LOAD AS SHOWN BELOW CAPACITY -PSF 3/16" ANNEALED GLASS EXT (+) INT ( -) 19 1/3 26 (3) 80.0 309.9 26 1/2 80.0 223.6 37 80.0 160.1 53 1/8 80.0 105.8 19 1/8 38 -3/8 (3) '• 80.0 164.4 26 1/2 80.0 118.7 37 80.0 85.0 53 1/3 76.8 59.2 19 1/3 50 -5/8 (5) 80.0 224.6 26 1/2 80.0 162.1 37 80.0 104.1 53 1/8 62.6 62.6 19 1/8 57 (5) 80.0 192.8 26 1/2 80.0 139.1 37 80.0 98.9 53 1/8 57.9 57.9 19 1/8 63 (5) 80.0 170.1 26 1/2 80.0 122.7 37 80.0 87.9 53 1/8 54.5 54.5 19 1/8 80.0 174.2 26 1/2 74 1/4 80.0 125.7 37 (6) 80.0 89.4 53 1/8 50.0 50.0 giai 0 0 1) V 0 V h 4 1311 NDa 97-032 3&tT 1 W 4 a n APPLIED D7GNEY71913 P.0.e0c 12 -6403 ( 171: 0M 9 -2 -97 SCAM D. m, 10 c"c en 49 5/8' D.L.O. MAX. FIX LIGHT r 48 1/8' B.L.O. MAX. VENT �-'- 20 9/16' 20 9/16' �- 6' (TYP.) MAX. SPACING 6' TYPICAL ELEVATION 3/16" ANNEALED FTL#1274 2100 SINGLE HUNG 4- 1F) Zo INSTALLATION FASTENERS SECURITY ALUMINUM WINDOWS COMPARATIVE ANALYSIS SINGLE HUNG WINDOW SERIES 2100 BASED ON FTL -1274 53-1/8"X74-1/4" 3/16" ANN. WTP: +12.Opsf. DP:( + /- )50psf. Nos IN PARENTHESES SHOW NUMBER OF ANCHORS PER JAMB S2100 -14 3 -3 -96 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY ✓/MMIF PR. • ROL DIVISION BUILDING CODE / OFFICE ACCEPTANCE NO.Q 7 7 1 . , 1 WINDOW WIDTH (INCHES) WINDOW HEIGHT (INCHES) • WINDOWS WITH GLASS AS SHOWN BELOW DESIGN LOAD CAPACITY —PSF DSB (1/8 ") ANNEALED EXT ( +) INT ( —) 19 1 8 26 (2) 63.3 312.7 26 1 © 63.3 196.9 37 63.3 129.2 53 1 8 63.3 • 84.5 19 1 8 38 -3/8 (3) 63.3 247.7 26 1 © 63.3 157.9 37 63.3 97.4 61.3 61.3 50 -5/8 (3) 63.3 181.7 26 1 © 63.3 119.4 37 63.3 .80.2 53 1 8 50 50 SECURITY ALUMINUM WINDOWS COMPARATIVE ANALYSIS SINGLE HUNG WINDOW SERIES 2100 BASED ON FTL -1616 53 1/8 "X50 -5/8" 1/8" —ANN. WTP: +9.5psf' DP:( + /— )50psf. Nos IN PARENTHESES SHOW NUMBER OF ANCHORS PER JAMB INSTALLATION FASTENERS 53 1/8' MAX, F.H. X i' 20 9/16' 20 9/16' X X 6' MAX.ANCHOR SPACING 6' TYPIC.AI R FVATI0N 1/8' ANNEALED FrLg1616 2100 SINGLE HUNG APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA BY PRDDU Of. DIVISION BUILDI CODE COMPLIANCE OfFICL ACCEPTANCE NO In • 6924. !hi 0 U d z z x Y 4PW DrOU¢E7wD P.0J15 12-4403 IMIWtftJ3O12 (205)920-0550 OQE 9-2 -97 WALL 090. BM x DADA 190 +O9 N0. 97-052 U91ELT -- Cf / MATERIALS UST ff NO. DESCRIPTION N.LOY/TEVP PART NUMBER COMMENTS / MANUFACTURE 1 HEAD 6063 -T6 050 -00 -367 ALUMAX •2 SILL 6063 -T6 050 -00 -375 TIFTON 3 .&AA1B 6063 -76 050 -00 -366 ALUMNC 4 VENT TOP 6063 -78 050 -00 -164 TIFTON 5 VENT BOTTOM 6063 -T6 050 -00 -492 ALUMAX 6 VENT 510E 6083 -76 051 -00 -160 TIFTON 7 MEETING RAIL 6063 -75 050 -00 -119 TIFTON 8 9 FRAME ASSEMBLY SCREW 012-00 -832 18 X 3/4 PHPH S4S 10 VENT ASSEMBLY SCREW 050-00 -000 ,8 X 1 PHPH 5MS 11 WOOLPILE VENT SIDE • 047 -00 -008 AMESBURY 12 GLASS SEE ELVATIONS 13 ACRYLIC BASED GLAZING COMPOUND 050 -00 -000 SCHNEE MOREHEAD 5555 14 SWEEP LOCK 007 -10 -016 MARBOLLO INT. 15 ROLL FORMED SCREEN FRAME 004-00 -003 16 FIBERGLASS SCREEN MESH 048-00 -002 17 SCREEN MESH ROLL VINYL 046 -16 -005 18 VINYL FLAP SILL WV -2205 WIBORG VINYL 19 VINYL BULB MEETING RAIL WV -8502 W180RG VINYL 20 BULB VINYL VENT BOTTOM WV -8502 WIBORG VINYL 21 BLACK AND TACKLE BALANCE 046 -16 -030 WINDOW COMPONENTS 22 CLOSED CELL FOAM PAD 23 ROLL FORMED GLAZING READ 004-00 -008 .0085 ROLL FORM/11FTON 24 INSTALLATION FASTENER SEE PG. 3 25 9HOR _Z W • a APPLIED OICINm2Nc P.0.B0X 12 -6403 MV.LANJL33012 (305)620 -0550 DM 9 -2 -97 SCAM DAD. 9Y: AG 09L 9r JO9 N0.:97 -052 (-- GLAZING SCHNEE MOREHEAD 5555 PENETRATION ADHESIVE BEDDING 5/.375 5 r' COMPOUND .0084 ROLLED GLAZING BEAD OUT SIDE GLAZING DETAIL / FULL SCALE 1/2" LONG WEEP NOTCH AT EA. END OF FRAME SILL SCREEN RETAINER 3 2.125 2.125 1.109 s 2 X P.T. W000 BUCK OR 1 X P.T. WOOD BUCK 90 YAM OCTAL FOR ANLYWR SPECi ADION \ • X 4• WOOD BUCK • 1/4 MN 17P.(1.1AX) 1.637 3/16 010. TAPCoN CO W*11 l BBD (rw.) SECTION OF SINGLE HUNG WINDOW 1 1/9 2 X WOOD BACK 1.219 10 SHEET METAL SCREW WITS 1 1/2 E//QEOMDR WITS WOOD (1 DA FRAME WIDTH (MAX) CADA CPOOID 1.750 3/0• SECTION OF SINGLE HUNG WINDOW 14AIF ,o1/4' MAIL 5MM 1.075 p �•��I..rll — f — 0.937 lol , 1 X W000 BI101 OA BE PRO. . •., . ' ., 01511.0* BUILDING 030E COMPUAIICE OFFICE 2.125 AccFrrANcE No 97.0924.13 3/16 DOA. TAPOOK WR11 1 I/4 EUBEDMENT 9090 CONCREIt0W.) WIPED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 0 N C.3 • �o ^VI zo-r4 O a X01 eN Li 10 JJ O W W7X W Na Q W O z z Y APPU[D DCMfD1910 P.0.110X 12 -6403 MAIW4JL33012 (303)620 -0550 077 9-2 -97 scut: 09c. 9n .X1 oPC ef: .139 N0.:97 -052 _SN[27 Of 4 FRAME CORNER DETAIL SEALANTS; FRAME CORNERS, INSTALLATION SCREWS TO BE SEALED WITH SCHNEE MOREHEAD 5504 APPROVED AS COMPLYING wmi THE SOUTH Fl DA MELDING CODE DAT PROM DIVISION BUILD! • CODE COMPLUNCE OFFICE ACCEPTANCE 1109 Zy • 13 . MERO -D4DE PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Windows & Doors 5100 NW 72 Ave. Miami FL 33166 Your application for Product Approval of: Series 2100 Aluminum Horizontal Sliding Window (HS -C45 with high sill) under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with drawing prepared by Security Aluminum Windows & Doors, Job lino. 98 -149. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0709.01 Raul Rod iguez Product Control Supervisor THIS IS THE COVERSiIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Expires:07 /10/99 This application for Product Approval has been reviewed by the Metropolitan Dade County Building Cade Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Ap proved:07 /30/98 -1- Metropolitan Dade County Inter mail address: postmaster ©buildingcodeonline.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Homopage: http : / /www.buildingcodeontine.com Security Windows& Doors APPROVED : JUL 0 1998 EXPIRES July 10, 1999 NOTICE OF' ACCEPTANCE: STANDARD CONDITIONS 1. SCOPE • 1.1 This renews the Notice of Acceptance, No. 94- 0107.04, which was issued on February 14, 1994. It approves an aluminum horizontal sliding window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The aluminum horizontal sliding window and its components shall be constructed in strict compliance with the following documents: Drawing with Job No. 98 -149, titled "2100 H.R.W.(XOX/XO /OX)," prepared by Security Aluminum Windows & Doors, dated July 2, 1998, sheets 1 through 4 of 4, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. -2 ACCEPTANCE No.: 98- 0709.01 Man el Perez, P.E., Produt + ontrol Examiner Produc Control Division Security Windows& Doors ACCEPTANCE No. : 98- 0709.01 APPROVED JUL 3 0 11198 EXPIRES July 10, 1999 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE -3 a „LJ, Man el Perez, P.E., ProducYC.ntrol Examiner Produ 'ontrol Division LJ TYP. TYP. TYP. MAX. SPACING 17, 0 JAMBS / TYP. L 6'TYP. HEAD &SILL TYP.1I MAX. SPACING 6' Fes 19 3/4' - TYP. D TYP. TYP. 109 1/8' MAX. FRAME WIDTH TYPICAL ELEVATION (A) HS -C45 WITH HIGH SILL MTLfl15861 / MTL#15855 / MTL #15827 2100 HORIZONTAL ROLLING WINDOW (OX / xo / XOX) INSTALLATION FASTENERS TYP. 2 TYP. TYP, THE FIRST FASTENER SHALL BE LOCATED AT MAXIMUM OF 6' FROM EA. CORNER THE SPACING OF FASTENERS SHALL 8E AS SHOWN ABOVE MIN. PENETRATION OF FASTENER SHALL BE AS SHOWN IN PAGES 2 & 3 DESIGN LOAD RATE FOR SIZE TESTED 45.3 PSF ADDITIONAL DESCRIPTION FLANGE TYPE FRAME. UNIT TESTED WITH A 3" HIGH OVERALL INTERIOR SILL FLANGE APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE D.A'c 9 91' 9Y PRODJC CO''ROL DIV :S:01 9J!LOilIG CODE COMPLIANCE OFFICE aCCEFTAriC= NO GN.' 0 700.0) • i DATE 7 -2 -99 SC LE12 ∎1/4 0wG. enlG D i. 8r J08 NO.98 -149 z MAX. FRAME HEIGHT CAM LOCK @ EA. FIX MEETING 7' FROM 27 3/4 "X59 1/4" MAX. VENT SIZE RAIL EA. END 27 3/4 "X59 1/4" MAX. VENT SIZE — 49 1/2' CLEAR OPENING MAX. - z a O 0: a �— X U M V D.S.B ON VENT T7 D.S.8 ON VENT 3/16" ANNEALED GLASS m FIX LIGHT N f / TYP. TYP. TYP. MAX. SPACING 17, 0 JAMBS / TYP. L 6'TYP. HEAD &SILL TYP.1I MAX. SPACING 6' Fes 19 3/4' - TYP. D TYP. TYP. 109 1/8' MAX. FRAME WIDTH TYPICAL ELEVATION (A) HS -C45 WITH HIGH SILL MTLfl15861 / MTL#15855 / MTL #15827 2100 HORIZONTAL ROLLING WINDOW (OX / xo / XOX) INSTALLATION FASTENERS TYP. 2 TYP. TYP, THE FIRST FASTENER SHALL BE LOCATED AT MAXIMUM OF 6' FROM EA. CORNER THE SPACING OF FASTENERS SHALL 8E AS SHOWN ABOVE MIN. PENETRATION OF FASTENER SHALL BE AS SHOWN IN PAGES 2 & 3 DESIGN LOAD RATE FOR SIZE TESTED 45.3 PSF ADDITIONAL DESCRIPTION FLANGE TYPE FRAME. UNIT TESTED WITH A 3" HIGH OVERALL INTERIOR SILL FLANGE APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE D.A'c 9 91' 9Y PRODJC CO''ROL DIV :S:01 9J!LOilIG CODE COMPLIANCE OFFICE aCCEFTAriC= NO GN.' 0 700.0) • i DATE 7 -2 -99 SC LE12 ∎1/4 0wG. enlG D i. 8r J08 NO.98 -149 z MAX. FRAME HEIGHT MATERIALS LIST ITEM NO. DESCRIPTION ALLOY/TEMP PART NUMBER COMMENTS /MANUFACTURE /QUAN. 1 HEAD 6063 -T6 050 -00 -366 TIFTON/1 2 SILL 6063 -T5 050 -00 -220 TIFTON/1 3 JAMB 6063 -T6 050 -00 -367 ALUMAX/2 4 END RAIL 6063 -T6 050 -00 -102 TIFTON /1 PER VENT 5 FIX STILE 6063 -T6 050 -00 -119 ALUMAX /1 PER VENT 6 VENT T/8 RAIL 6063 -T6 051 -00 -160 TIFTON/2 PER VENT 7 VENT PULL 6063 -T6 051 -00 -165 TIFTON /1 PER VENT 8 FRAME ASSEMBLY SCREW #8 X 3/4" PHPH SMS /AS REQUIRED 9 INSTALLATION SCREW SEE PG. 2 /AS REQUIRED 10 GLAZING BEAD 004 -00 -008 .0085 ROLL FORM/TIFTON /AS REQUIRED 11 SCREEN FRAME 050 -00 -012 TIFTON /1 PER VENT OPENING 12 SCREEN MESH 13 ROLLERS SECURITY/ 2 PER VENT 14 SWEEP LOCK SECURTIY (7" FROM EA. END)/ 2 PER VENT 15 BULB VINYL 046 -00 -050 WIBORG/ 0 FIX RAIL AS REQUIRED 16 FIAT VINYL 046 -00 -017 WIBORG 0 FRAME JAMBS AS REQUIRED 17 FLAT VINYL 046 -00 -030 WIBORG /0 FRAME SILL AS REQUIRED 18 FLAT VINYL 046 -00 -038 WIBORG/ 0 FLAP VALVE 19 SILL ADAPTER 6063 -T6 051-00-353 10.45 psf. WATER TEST 3' HT./T1FTON /1 21 PILE W /FIN SEAL 047 -00 -001 AMESBURY /0 TOP & BOTTOM RAIL AS REQUIRED 22 MTG. STILE SCREW 8 X 1 SMS/ AS REQUIRED 64 GLASS SEE ELEVATION / AS REQUIRED 0 0 z DATE7 -2 - SCALE 12 -8' DWG. ST:JG a9L er J08 NOSE -149 SHEET 2 OF 3/8' 0 E 2 L X L — 1 1/8' IX1 /2'FOAM PAD BETWEEN FIXED AND MEETING RAIL 0 N N 1 X 1/4" WEEP HOLE 5" FROM ENDS 13 3/4" 0.C. 0 N N 2.1250 2.1240 0 SECTION OF H.R.W. WINDOW 2" X 4" WOOD BUC 1/4' SHIM TYP.(MAX) 2" X P.T. W000 BUCK OR 1" X P.T. W000 BUCK SEE JAMB DETAIL FOR ANCHOR SPECIFICATION ON_E. PLASTIC ROLLER IN PLASTIC HOUSING AT EACH END OF EACH VENT BOTTOM RAIL 3/16" 01A TAPCON WITH 1 1/4' EMBEDMENT INTO MASONRY (TYP.) INSTALLATION APFP.OVED• AS COMPLYING WITH THE SOUTH FLORIDA 9GLOIUG CODE Ob.iF L9 � 7 � 9Y PR•CGUC "', :TROL OIV!S:ON 4 EUILO:NG CODE COMPLIANCE OFFICE ACCEPTANCE NO. .21 O OS 1 1/8' 2 X W000 BUCK 1/4" MAX. SHIM X L3870 #10 SHEET METAL SCREW WITH 1 1/2" EMBEDMENT INTO 2X BUCK WOOD (TYP) INSTALLATION FRAME WIDTH (MAX.) CLEAR OPENING 1.63 SECTION OF H.R.W. WINDOW 1.188 1.3870 SCHNEE MOREHEAD 5555 ADHESIVE BEDOING COMPOUND III o.0 . = , c g = 1 GLAZING DETAIL / FULL SCALE .312 GLAZING .0084 ROLLED GLAZING BEAD 1 X W000 BUCK CU CU R1 3/16" DIA. TAPCON WITH 1 INTO MASONRY EMBEDMENT INSTALLATION -..-- 3/8' APPROVED AS COMPLYING WITH THE SCL7i; Fl. :IGA WELDING CODE 9� DAT" A.-L.,/ ,. 3'? ��MIK FRODUCT C' NTROL DIVISION 41 BULGING CODE COMPLIANCE OFFICE ' "E °T'NC' NO 9g --0 ?• DATE:7 -2 -98 SCALE12 - 6' CHI. Sri gla X N X h CO X "> X tO ul ul r _ C J08 NO 98 -149 SHIT 3 OF • 0 ...••■•••■• FRAME CONSTRUCTION: HEAD STRAIGHT CUT w/ 2 #8X3/4 SMS 0 EA. SIDE SIL STRAIGHT CUT W/ 3 #8X3/4 SMS 0 EA. SIDE JAMBS NOTCH AS SHOWN SEALANTS: FRAME CORNERS, INSTALLATION SCREWS TO BE SEALED WITH SCHNEE MOREHEAD 5504 sr RECAUte_Eb APP MED AS COMPLYING WITTI THE SOUTH MCA WILOZZIG CODE 04 '310/ pt'93 30 ITRIMPI! al L COIPIJAPH i YII°: 0 C*Z.ETTANCE HO 0 70. cli tu 0 a 0 0 X CV 0 cO 0 ^ x tn 0 .n x Ci 6 a 0 .... t•r= z 0 FA CL CAE: 7-2-98 SWLL • • "AM ' © / `✓ // '. • \s„ r 1 1 1- T Co11TAIUTt911 APALT8111 CHANT 01/8401/ LOAM CAPACITY - P8/ ( XO 418 OX 51318 ) 6!I Awl MI. YIOM MC1oR 26 -UY 37• 93.1/11' 64' 74. 26•1/2' 37' 6r 74• 34 -1 /r 37' 39 -1/4• 4r 74. 26 -1/8• 77' 93 -U8' 6r 74• 26• 36 - 3H' St-9 /r 63• Or 44464014 Al NF/18 /50.L 3 4 5 1 5 3 4 5 S 3 3 4 5 3 5 3 4 5 1 5 0474 EXT. 66.6 66.6 K6 666 666 666 635 104 664 5340 465 374 666 635 42.4 96.7 29.7 64.6 K4 64.6 644 44.6 633 564 446 666 533 66.5 37.0 65.9 630 42.1 763 253 OPTnN '8' ur. 657 457 657 69.7 69.7 69.7 65.7 69.7 617 647 45.7 617 657 634 617 65.7 56.7 524 455 to. t24.4 144.4 1444 117.6 141.4 1544 163.4 9140 757 71.5 6211 74.4 602 6114 54.0 65.9 634 144 485 GLASS; (*0 OR OX) OPTION. A• - 0513-ANN. N VENT 3/16" -ANN. IN 7UIED UTE OPTION •B• - 3 /16' -IMMN. IN VENT 3/1r - ANN. IN FlXEO UTE MASS WIDTH TO BE EQUAL IN VENT ANQFIXEO LRE XO OR OX COUP18613911 MOM= /HART 34'4011 L4M/ CAPMXTT• - 757 ( 3011 36168 ) 1131808 0115. V1D1M S A T 41011 74• 05• 57' 165' 111' 74• 45' 97. 109' 111' 74• 61' 97• 109' or 74• or 97' 46' 71-3/S' 50.5/0• 63' M 0' M* 07flON 14545/51u. EXT. 666 6 664 1 . 166 f . K4 5 664 446 1 K6 6 K4 1 K4 • K4 7 664 • 552 54 6 568 9 44.3 43.5 7 53.7 • 8. 46.3 B 79.9 9 30.1 9 315 9 T- 666 K 6 166 66 6441 664 K6 66.6 601 64,6 903 44.7 435 13.9 463 39.9 351 3M orrke EXT. IN 693 124.4 61.7 141.4 69.7 U6.4 443 61.7 • 61.7 69.7 09.7 69.7 69.7 69.7 4t? 67.5 454 4t3 56.7 51.9 481 453 454 116.3 414.4 59.4 Kt 745 705 77.5 616 682 094 • 590 5411 51.9 4*0 45.5 45.0 GLASS POE) OPTION 'A' - OSB -WIN. IN VENT 3/16" -ANN. IN FlXED UTE OPTION '8' - 3/18 - -MtN. IN VENT t/4"-ANN. OR 3/15" 1V . N6 PxtD UTE VENT 1MDTN TO BE APPROX. 114' OF WINDOW WIDTH xOX 6' WAS. R ne ",2 jOQ ALU DWK S .tom DOR IIMPAa riy a_A AMESCHART 63546 ON MIL - 151383 ,1sT *46 - 109 -1 f it 63" Otox) vO4T NOTN - 27-3/4' 4637 LOAM - +08.0. - 40.0 PS? OESIG74 40405 • 445.1 - 45.3 PSC mum N611.1RAli0r1 TEST - 105 PS? TWS5E0 CLASS - 3/14' -ANN. IN FDXE0 UTE 064 -6NN. et VDITS MOMS 1. 11000 ewes if amps, taus! e< ANOH04O Nurcutr t0 MINIM 131160 10 M STRUCTURE. 2. N4G14CR9 SNAIL 9C 45 1157177, 9PACE0 AS SMO1w4 oN 0(1415. AMCNOR OIt0007T TO RASE MASERU& 311411 BE Ur30N0 100.E 0RES31NC OR STUCCO. THIS DM1RN6 AND CRAMS ARS NOT PAR! or CURPINT DADS co17NTY 71.0.4. 4.78E RIPACT Re8ISTANT =OTTERS NELw8 MUD= HY 000N .t' 4 ..• • . tnitCY. MOORS 1[[ ELCV. rat warm TYPICAL duC14001C 5Et CLEV. rpm imam {Hopp SUCKS NOT BY SECURITY WN0OW5, MUST SUSTAN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER MEN TO ME BULGING STRUCTURE. INTO 281' 114000 SUCKS OR W000 STRUCTURE 3/18 TAPOONS 1gM 1-3/11 PENETRATION 64TO W000 0R0 18Y 0000 BUCKS OR 1410 I.MSOM V 3/16' Oho TAPCORS TOM L -1/4' MIN. EMOED INTO MASONRY STD. MEETING RATS MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0104.02 Expires:01 /02/2002 Approved: 02/05/1999 Internet mail address: postmaster @buildingcodeonline.com MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER S'1REET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Security Windows & Doors CONTRACTOR LICENSING SECTION 5100 NW 72 Ave. (305) 375 -2527 FAX (305) 375 -2558 Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Aluminum Tube Mullions (non - reinforced) ap er o e o e o lam - my governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THI$ IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http://www.buildingcodeonline.com Security Windows & Doors ACCEPTANCE No.: 99- 0104.02 2 of 3 APPROVED FFB 0 5 1999 EXPIRES January 2, 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 1213.01, which was issued on January 2, 1996. It approves an aluminum mullion without reinforcement, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Aluminum Tube Mullions without Reinforcement and its components shall be constructed in strict compliance with the following documents: Drawing No. M95 -08A, titled "Mullion Details ", prepared by Al- Farooq Corporation, dated September 29, 1995, revised December 6, 1995, sheets 1 through 3 of 3, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 The design pressure for the mullion and anchor selected must each meet or exceed the pressure requirement for the opening in which it is to be installed. 4. INSTALLATION • 4.1 The aluminum mullion tube without reinforcement and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABELING 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 The Notice of Acceptance of each window or door to be attached to the mullion. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Man �' �1 Perez, P.E., Produ ontrol Examiner Prod ontrol Division Security Windows & Doors ACCEPTANCE No. : 99- 0104.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance.' 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I through 3. END OF THIS ACCEPTANCE 3 of 3 • - FEB 0 5 199c January 2, 2002 GZfl Manuel /rerez, P.E., Product Co ProduckC nfrol Division 1 Examiner INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP I? Fes-- 2.000 —+1 DETE WINE DESIGN LOAD REQUIRED PER ASCE 7 -88, FOR PAR11CUTAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT 4ULUON SIZE WTTN DESIGN RATING MORE THAN DESIGN LDAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 3. AND ANCHOR GRAPHS ON SHEET 2. SELECT ANCHOR TYPE 1YRN DESIGN RATING MORE THAN THE DESIGN (DADS SPECIFIED D4 STEP 1 ABOVE. TYPICAL GLAZING PRODUCT 2.000 1 X 2 X 1/8' ALUM TUBE 1 X 3 X 1/16 X 1/8 ALUM TUBE 3.000 4.000- MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 1 X 4 X 1/16 X 5/32 ALUM TUBE - r 1.000 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1. AU. GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS LE. WIND LOAD, AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT 10 BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY COMMONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. AU. MULLIONS TO BE ALLOY 6063 -15. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA s, t.: - _ lgR6 PRODU F 'NTROL 01 8UILDING CODE COMPLIANCE OFFICE ACCEPTANCE No qS -IZ, RL PRODUCT RENEWED PROD /� A ANCE 40 0'1-. EP 1RAATION DATE • CONIxOLD " PPICE •Di1CT •• r . • , .* ENGINEER: HUYAYOUN FAR000 PE # 16557 AN 41 F c c 0 n v if b . > O OO , rowing no. M95 -08A s heet 1 of 3 N A In W Om .D ID 20 Ili L. ammo 1 - :1/B ALUM. TLBE x0 UM. tlQ 30 40 S8 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A.B. OR C rELLION LOAO CHART HULLION SPAN --- ---.�1 - HORIZONTAL MUWON GLAZING PRODUCT GLAZING PRODUCT GWJNC PRODUCE TRIBUTARY WIDTH = WT + W2 2 VI TYPICAL MULLION ARRANGEMENTS MULLION LOAO CHART ummommam mummmas MINIM ►1\1111111 EMMINERWM ■■„■,■■ ,+■'.,■,■ ■■, ■MER. riP.■■,.` 1 - x3" ALUM. TUBE NO STEEL. SC1X3R 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH a WT + W2 2 •ID a I1.LLION LOAD CHART 1 MUMMUMMEMEM MWMUMMINIMMEN '1■\„1■.■■■■EM 111,,,111,■ ",1■'.,EM,■_ ■.■„■ , ■HEM NIMMEMEMMEMME ■„■.M..,.■— .■"■■,."EM MMEM,■�■,..ME -.■,■_ NUEMM L ■..■..■•■■■E. OMMMENERIOMME MEMNEMOMMOMM 20 1 x4 ALUM HD STEEL . MBE SC1X4R 20 30 40 S0 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART mammas immummw ammamml- m,Zm,►1"r►_ 7 N�/WR$ TYPE A I 30 40 50 60 70 80 TRIBUTARY WIDTH - XIC-ES APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA BY PROEM ORTROL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. ' 1 21.341 MMIPMEMMMEMMEM MUMMEMEMMINEOM MWMMEMIIMMEMEM UMUMMEMMMEMMO M■MEME■.■■,■. UMEMMEMEMOISME WIIIMUMUMMMEMUM ..■„■, MEMOIM■, ■MMUM.,■■.,■E .,1M■„■MUMM.,M MEMMIONMEMEMEM „■„■■'.■,■.■■ ■.■,■■,■■E.■■ ",RNI.■,.■'RM UMMEMMIMMMEME EMEMMMUMEMEEM MWEEMEMMEMEME UMOMIGNEMOMMEM 20 20 PAJLLION LOAD CHART : RCM � ��J \t��'+liiiii� 2 x4 /13 ALUM. NBC 30 40 S0 60 70 80 TRIBUTARY WIDTH - INO-S ANCHOR LOAD CHART 1111111..110-..1 ^ ANCWRS TYPE 8 11111111130111111111111 1\11,1L,LILILI ,■■■■■■ ,,,"MI\, \,,,■.■■■ 1111,, ■ 1111∎1 t \1 `A1R\,1I'ISM,UM .111111..■...... ■/0a;312112111■1•■`111D ■111111■VOLIMMII\SIN 111l•1111111111":1N,"\ 30 4 TRIBUTARY PRO RI HLDIN 1n 0. to • P ea O .4 0 0 -J LI Z m M r y o .D MEMORWmammill ummummummul MUIMEMEMMINIMM ".1■'■..,■■■. WIMIUMMEMMEMIC ■- „■■■.■■'■■ mummamommmum . mumu ■,■■,. ,1■-.■MEMMI ■, MUMMOIMMINNMEM EMEMEMEMMENE ■■.,■,."■■, ■■„■ MMUM,■■ MMIIIMMOMMMEOU ■■■■.M■„■" MMEMMEGSOMM 20 30 40 S0 60 78 80 TRIBUTARY VIOTH - INCHES CCEPTANCE No. 4 (1 1. - O t O' • 0 2-._ 'EXPIRATION DATE td•0) r • COTTT'ROL DTVTST ie iECOMPI ANCE0 I'IULLION LOAO CHART 2 "26 "x1/S ALUM. TUBE " .o ■TC& 021L ANCHOR 1 6 4i 50 60 70 80 20 30 0 VIOT�� RE{ri wEfIBUTARY LOAD O-(ART IMMUMMENNIMME umwommumem MNIMMEMMUMME mommumasom 't\,,.. umans m,1„11 mom ■■" 11141M.. MMIEMBNIMMISMW ■■MMUMM R TYPE C ICLT•C 50 60 70 WIDTH - INCHES 80 ENCIHEt3C MUNAYOUN FAR000 PE # 16557 Iv v 4 1996 U Z z 0� <4 O 0 0. p H U w a Z n cr >�10 Q O m U , 0 6- . 4 4 W d N Z6 0 1n 0 Q to OD 0 U) 5 C drawing no. M95 -08A MUWON 2 X 2 X 1/8' ALUM ANGLE 2 X 2 X 1/8' ALUM ANGLE 14 S.MS. 2/ ANGLE MUWON 2 X 2 X 1/8' ALUM ANGLE 2 -5/8' LONG ANCHORS 1 p5 'A' C ' • d'. f 14 S.MS. 1 -1/4' MIN. EMBED INTO WOOD 1/ ANGLE : '!e. PRCCAST'CONC. 3/16 D4. TAPCON SILL = 1 1/2 MAN. EMBED 1/ ANGLE • f 14 S.MS. 2/ ANGLE PRECAST SILL. CONC. 2 X 2 X 1/8' ALUM ANGLE f 14 S.M.S. 2/ ANGLE MULLION MUWON ANCHORS TYPE 'B' 2.0oo 2 X 2 X 1/8' ALUM ANGLE 2 -5/8' LDNG # 14 S.MS. 1 -1/2' MIN. EMBED INTO W000 2/ ANGLE . d: 2.000 114114 .718 1 15 L ---- 3.000 --- -I MULLION CLIP (ALT. TO ANGLES) TH6 CUP TO FLOAT INSIDE MUWON (NO SIDE FASTENERS REQD.) .125 TYP L141 -1 # 14 S.M.S. 3/ ANGLE ANCHORS TYPE 'C' I,ILLLLB� .0 a. _ CONCRETE OR 1111 CONC. FILLED BLOCKS 2 X 2 X 1/8 ALUM ANGLE MUWON 2 X 2 X 1/8' ALUM ANGLE 3 -5/8' LONG ' NOTCH WOOD BUCK TO ACCOMODATE CID' ANGLES TO ANSONRY C'• • . d'. d' d'. d •. 1/4' is TAPCON 1-1/4" MIN. EMBED 2/ ANGLE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT r t'r t 199‘o BY _ PRODUCT ' NTROL DIVNS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE ND 9S -1 Zl3 1 PRODUCT RENEWED ACCEPTANCE 1- EXPIRATION DA WOOD BUCKS NOT BY SECURITY ALUM. MUST SUSTAIN LOADS IMPOSED, MEER MMAYOUM FAROOQ PE f 16557 4 1996 L 1 I1 � drawing no. M95 -08A (3heet 3 of 3 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date - 27 -q Job Address 235 �1 G QI 1 SfrQe Tax Folio I (- 32D19-o13-344o Legal Description Owner/Lessee / Tenant V x 4 ' 0 k 0 5 Owner's Address 235 N E q I &ked C o n t r a c t i n g Co. A I I st ate_ 00 d 0 uz5 Historically Designated: Yes No Qualifier D O fl d (al b a um SS# Phone State # Municipal # Competency # C1Co4 Ins. Co. OnYX Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): UILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION I ns1 - QUIa +;o hot of 0(i20v1lQl , '7id 6191e kvi im pact a proved Window5 Square Ft. Estimated Cost (value) 7000,00 Address Address Address Master Permit # 9 2. Phone (305 ` 7 4- 2351 Address °7173 (/W 52 (red WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will b laws regulating construction and zoning. Furthermore, I authorize the above -named contr. A . o do th ,Q. 2 7 -27_ Signature owner and/or Condo President Date APPROVED: Zoning 4echanical as to Ovv� My Commission OFFICIAL NOTARY SEAL JOSEPH DAVITZ NOTARY PURI IC' STATE OF FLORIDA r and/ )r CoglIMMnittinitNO. CCMQS xpiresz MY COMMISSION EXP. APR. 21,2003 FEES: PERMIT `-' RADON Building C.C.F. )40 as to Contr or 0 My Commission: pires: D of Contractor or Owner- Builder NOTARY Electrical ne in compliance with all applicable rk stated. OFFICIAL NUFAWirigair JOSEPH DAVWJ` J t NQ. 2§ MY COMMISSION Eg . RAJ' .,24AV • 1 G ', er -; ! i ,. • BOND TOTAL DUE ` 7 -27- Date Plumbing Engineering PERMIT NO. TAX FOLIO NO. rr. STATE OF FLORIDA: r, ryA COUNTY OF DADE: VI THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with tI Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. ON 235 NE 91 STREET Y " 1. Legal description of property and street address: "4- MIAMI SHORES, FL 33138 ON 2. Description of improvement: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 6. Lender's name and address: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION Notary Public Print Notary's a e N/A INSTALLATION OF WINDOWS RAY YOKOSE 3. Owner(s) name and address: 235 NE 91 STREET MIAMI SHORES, FL 33138 N/A ALLSTATE WINDOWS, DOORS & SHUTTERS 7173 NW 52 STREET MIAMI, FL 33166 5. Surety:(Payment bond required by owner from contractor, if any) N/A Name and address: N/A Amount of bond $ N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Iorida Statutes, Name and address: NIA 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), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expi date is 1 year from the date of recording unless a different date is specified) NN Signature of owner • - y Print Owners Name R A Yk v.5 ° Prepared by: merit Sworn to and subscribed before me this 27 day of JULY 19 99 SUSAN LARA OFFICIAL NOTARY SEAL JOSEPH DAVITZ COMMISSION NO. CC828525 CO MMISSIUN EXP. APR. 21,2003 11- 3206 -013 -3440 Address: 7173 NW 52 ST. MIAMI, FL 33166 � F < cO,uNTY CYti. - " 7, p . � • C-4 FROM : IaLLSTATE 1,111JDO1JS S DOORS W'NDOWS • DOORS • SHUTTERS NAME: 14r.. IA ace. ADDRESS: Z -35 11 5*, CITY: ltcs411ti S .1 OrIS COUNTY: PHONES: HOME:7SY' ■aison'n • ob 7tt 4 63 41 G�Nre — c-14 &L.,' M tr,lh Kir 1 /1 i C,1 ear f. / (.`(.444.4i4 (.444.4i4 / Aft tOLS PO— sjvc4ers- 6e: f 1 Q`y z3'S cod t. Type Window Out: Hype Window In � GSD STYLE: __- ATW DM Std. Vt. � 2/2 Std Vt Grass t a 1 Gear NC instructions: MASONERY' PS 6 r 'ttKtJ t4R1 . col Clc "Aid u�ai,'I' Plain Non- Impact Bz. KO. Wei l PHONE NO. : 305 273 4201 JUN. 29 1999 03 :31PM P1 DIAGRAM CONTRACT DATE: 6 / 2 ? / 9'T CONTRACT NUMBER: 3x MEASURE DATE: 6L z fig/ SALESMAN: TO U crt.S INSTALLER: PlreC WY 040'43 TYPE OF INSTALLATION: Hn x' rra�eu+e�7 2�Z LOOKING: OUTSIDE/IN FRONT OF HOUSE Q Wood /Steel _ SH D'n Gate City Caen* _ RES. DOOR OTHER Cmt. P az _ Sid _ V Slider GSD P __ 2/2 OX 2d2t 3/16 _ 1i1 XO 4d2t 1!4 XOX 3d3t SIC Grey A/C A/C Van PW Fixed _ Operable CUSTOMER SKCN4TURE Wood Casml JaJ P-W. FuO View Operatore R/H IJH 5. • D Store Aar, Front Door _H.R.S.O. OBS INSUL Temp. Reg. Mulls Caulking ite Grey 1 Inside Fleeter Outside Stucco SILLS: Marb BM Ceramic FINISH: BRONZE White Sep. Block -up Sq Ft. Bin Bik 4 in. Bik DIRECTIONS' WIT . nt lane 1 VW 1 nw . rl I eTnIUPR l owl[ _ Q6I 6/26111t6 ir A 1Z • STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 L INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -88. FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEE71NG ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHILL SPACING. USING GRAPHS ON SHEET 2 SELECT IAUWON SIZE WTH DESIGN RATING I4ORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3. AND ANCHOR GRAPHS ON SHEET 2. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE TYPICAL GLAZING PRODUCT 2.000 1 X 2 X 1/8 ALUM TUBE 3.000— 4.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 1 X 3 X 1/16 X 1/8 ALUM TUBE 1 X 4 X 1/16 X 5/32 ALUM TUBE 1.000 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS I.E WIND LOAD. AIR & WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYDND WALL COVERING (STUCCO. T1LE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS TO BE ALLOY 6063 -T5. APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE DA •�C . - 143.u2 BY PRODU ONTROL DIV!SiO BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO9 -121 �f)I PRODUCT RENEWED ACCEP T�NCE No o z zoo `, P T10N DATE S � � OL DIVI _ L B} /"• CONTR� p •. � DUCT B h I .sDE COMPLIA NC E ENcINELR HUILAYOUN FAROOQ PE / 16557 AN 419 c vi c 0 0 N 3 O 0 z 3 z -J D 0 W N • • 0 in C .o C drawing no. M95 -08A 'hoot 1 of 3 GLAZING PRODUCT t V , GLAZING PRODUCT GLAZING PRODUCT VZ MUT 1 ION SPAM LION LOAD Cr4ART 1 x2 - x1/B - ALUM TUBE 20 30 4D 58 60 78 80 TRI WIDTH - INCHES ANCHORS TYPE A.B. OR C HORIZONTAL MUWON TRIBUTARY WIDTH = wi + W2 2 TYPICAL MULLION ARRANGEMENTS tLL LION LOAD CHART saammal smwommv STEEL SL1X3R 11111111111 fl11111111.111111■ ■■E 111 ■■■11i[r■■■■ UMMEMEMMEME .IRMEMEMEM ■■ Uonm■■E■■■■■■ 1 ■,E■■■,■ ■■ 11.■■E ■I,E■ ,",■,ERE ■■, EMMEMEMMEMME 1■■11111►t711►111■■■ 1111111111111EMINFIRMIll 2D 30 40 . SD 60 78 80 TRIBUTARY WIDTH - INCA -IES ANCHORS TYPE A.9. OR C GLAZING PRODUCT GLAZING PRODUCT 2 --I 1 VERTICAL MUWON TRIBUTARY WIDTH = WI + W2 1 - x3 - ALUM. TUBE 2 Z a N 0 0 J J x MULLION LOAD CHART 1 - x4 - ALUM. TUBE N NUMWE■ MO STEEL v ∎∎ MLIMMEMOMMANO 1\l MMME ■CIE (n m '�,", ■. ■■■ ■■■E ta 1111111111111111111111111111111111= �\ 11■ ■ ■■ IEEE ° m MEMME ME ■■ z 1. ■111■, ■I■ ■■ 1-1 N -„■1113' MM►� ■■ o s ■MMEMM ■' ■ ■,■ ■i7■■■►■ '1E■► MUMMMENNIMMMUM m ■,1 ■ ■,■`■ ■ ■E NUI ► \ ■\■11►i>i► Ma 111113261INIE. MOM= m (-1 m 1E■■■■■ ME■■ ■lam ■ ■■■ ■■ MERE ■MMOIMM ■■ MIME 11111■ ■ERE 1181►■ ■■ MINIM 1\ OMME■■ E■RE MILIMM ■ ■■ MUM ►\UMMEI■E■ MERE 1111121Ii111►. ■■ ■■II !1RWIIIII ►111■ ■■■ ►�� ►ti`►��r'��.^7i MINE■ IMIL 1EM■■ ■►111■■ E► l31►ELICMEEE.111 ANC.4ORS TYPE A RCCT -M7 1�•MS�sss m 20 30 48 S0 68 70 8D TRIBUTARY WIDTH -. INCHES ANCHOR LOAD CHART 20 30 40 S0 60 70 ea TRIBUTARY WIDTH - It-O - €S APPROVED AS CO1;:7LYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUC G.EROL D1V!S;Ott BUILDING CODE CJMPLIANCE OFFICE ACCEPTANCE NO 9,C- 1 a t3'4 ( m C.) m m ° a MIA.. LION LOAO °-4ART 2 - x4 - x1/8 - ALUM TUBE ,��.;; ,O " " * jun um MEMMIN ■ ■ ■n ■■ ■1111.x■ ■ ■11I ■■ 1111111111■11111■ ■111■ ``■ ■ ■��■ ■� �■ ■ ■ ■ \I \11E„1111110111■, ■M ■■ 1 ■1J■■. ■ ■■■IL■ ■►I ■■.■■ MINIE7■■ ..,M ■„ ■BINI■ 11■31■1111\ ■ ■ •■ ■11 1„E ■111111■■■ ■ ■■ n1El.1>M7■■►E■sM■ 111:r■■■■EMEI111. MEMMIMUMMEMME 11111■■111111■ ■ ►111■ ■M 28 38 40 50 6D 70 80 TRIBUTARY WIDTH - IBS ANCHOR LOAO CHART 'l,111aatr,,.�■l ANCH)RS TYPE 8 x �� ■_,11. ■L =m 1\l11lII►\►I ►1 ■ ■■■E \1\11 \ ►IUMMElMlIN ■IEE MI 111■11�1►111\1111M\ ■►I ■■ It ► \ ►WS ■� 1� VtE ■ ■E11M,,I, ■'111811. ■ ■ ■ ■>M■:1111►ERE111 ■ ■ ■ ■E►1INME ►SI1`R ■ ■ ■ ■ ■E1MM ►SIMI ■E ■E ■ ■E■MMICIWO 0 20 30 40 TRIBUT 0 O tL- V) Q_ m 0 a O J Z 9 r- 0 m -D m 50 60 70 80 25 3H 40 50 60 "ZOT�`�oJ� T RENTEW f'BU WIDTH - -.CCEPTANCE. No. Q —0lC1`-r•0Z -. EXPIRATION DATE -0 2 .0 - b UT PRO• CT CONTROL DIVEST • ALDEN -0 i _ E COMPLIANCE 0 --7T FOR ANCHORS D SC'RIPT1(� SEE SHEET 3 OF 3 2 x6 - x1 /8 ALUM. TUBE , ccL ■■11a\■■1►aii11■■ ■11L1 ■■ ■ ■■11111■■ IIMMENUMMILINUEM 11I '1 ■I► '■ ■, ■ ■.■ P 1111111111111=1■11.101 ° m m11n■►1 ■1ER■■MM■■ s- umma ■ ■► mmum U m 1 ■.,M1►� ■■.E ■111. N r ■", ■■■S' ■ ■, MMERRUMEMEM MIONEMMUMMEEM MEMEMEMENEMME Q ■ ■ ■■„ ■„■ E■■■ ■EMM►M■r MLLION LOAD CHART 2D 30 • 48 SS 60 70 88 TRIBUTARY WIDTH - INCHES ANCHOR LOAO CHART INIMMIIMEMPONE ■ ■11t►1 ■11111r■ IMEIMMINNISSIMMINIS ■"�,,,, ■M.■ „'. i14■'■1 MEMMEMMEMMOMIN ommumotaminisivaim ■ ■■■KINU\ ■1i E■ ■ ■ ■►lte�SERIMM INIMIMMIIMMEEIROMU E■ ■■■EMMER 11► E■■■■■■■■REME ■ ■E■ ■■■ ■MMEME ■E■■E■■ M■■` MN MIN J.dgRS TYPE C •CST -C 70 80 IND-ES ENC:NEFR HU►(AYO JN FAR 00Q PE # 16557 N O 4 19% n C 0 0 O O O U v 'o 0 O 0 0 0) OT drawing no. M95 -08A sheet 2 of 3) 2.000 1E! 2 X 2 X 1/6" ALUM ANGLE 1 14 S.M.S. 2/ ANGLE MUWON - MULLION 2 X 2 X 1/8' ALUM ANGLE - 2-5/8" LONG 1 1.500 -{ ins ANCHORS TYPE 'A' C' • a - a . . f 14 S.M.S. 1 -1/4" MIN. EMBED INTO WOOD 1/ ANGLE 4 : . 2 X 2 X 1/8' ALUM ANGLE 14 S.M.S. 2/ ANGLE MULLION -MUWON 2 X -2 X 1/8" ALUM ANGLE 2 -5/8 LANG L500 -{ u1N ANCHORS TYPE `8' 4 a - a -. 14 S.M.S. 1 -1/2" MIN. EMBED INTO WOOD 2/ ANGLE . 4: .1 2.000 . p . d . L625 3.000 MULLION L{P .719 --j .125 TYP LI41 --j (ALT. TO ANGLES) 1)11S CUP TO FLOAT INSIDE MULLION (NO SIDE .ASENERS R£OD.) MUL1]ON 3.000 - S UM ANCHORS TYPE 'C' 2 x 2 x 1/8' ALUM ANGLE # 14 S.M.S. 3/ ANGLE MULLION 2 X 2 X 1/8" 3 -5/8" LDNG ALUM ANGLE--1 7 1.500 --- LUN d. • NOTCH W000 BUCK TO ACCOMODATE CUP ANGLES TO MASONRY C'- • 4'. CONCRETE OR CONC FILLED BLOCKS a a. ay 3.000 PRODUCT RENEWED • ACCEPTANCE No. c q - of o` . O'L- EXPIRATION DATE W000 BUCKS NOT BY SECURITY ALUM. ML!ST SUSTAIN LOADS IMPOSED, APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT ONTROL DW!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.9' -12.13-61 1/4" 0 TAPCON 1 -1 /4" MIN. EMBED 2/ ANGLE NW P• • DUCT CONTROL DIVIS40 ODE COMPLIANCE : - CE I9 1 (O ENGINEER: HU4AYOUN FAR000 PE # 16557 0 1 1996 C ) c 0 U m A 1 O c m_ n - o ,.j ) 1 5 0 4-t O to Z z to N M D hM I c draw ng no. M95 -08A (3heet 3 of 3 3 1 • ..MIAMI-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Windows & Doors 5100 NW 72 Ave. Miami FL 33166 The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0104.02 Expires:01 /02/2002 Approved: 02 /05/1999 Internet mail address: postmaster @buildingcodeonline.com 4 e.:.ba• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 Your application for Product Approval of: PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Aluminum Tube Mullions (non - reinforced) under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. 14r., rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeoniine.com Security Windows & Doors ACCEPTANCE No. : 2 of 3 APPROVED 99- 0104.02 FEB 051999 EXPIRES January 2, 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 1213.01, which was issued on January 2, 1996. It approves an aluminum mullion without reinforcement, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Aluminum Tube Mullions without Reinforcement and its components shall be constructed in strict compliance with the following documents: Drawing No. M95-08A, titled "Mullion Details ", prepared by Al- Farooq Corporation, dated September 29, 1995, revised December 6, 1995, sheets 1 through 3 of 3, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 The design pressure for the mullion and anchor selected must each meet or exceed the pressure requirement for the opening in which it is to be installed. 4. INSTALLATION 4.1 The aluminum mullion tube without reinforcement and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. S. LABELING 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 The Notice of Acceptance of each window or door to be attached to the mullion. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Man Perez, P.E., Produ'J ontrol Examiner Prod ontrol Division Security Windows & Doors NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 3. END OF THIS ACCEPTANCE 3 of ACCEPTANCE No.: 99- 0104.02 APPROVED FEB 0 5 X094 EXPIRES January 2, 2002 Manuel erez, P.E., Product Co 1 Examiner Produc of Division SMALL MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED FOR INSTALLATIONS OVER 30 FT. ABOVE GRADE DESIGN LOAD CAPACITY - PSF (1/4" TEMP. GLASS) WINDOW DIMS. 3/16" TAPCONS 1/4" TAPCONS WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( *) INT. ( -) 19 -1/8' 26 -1/2' 37' 53 -1/8' 26' (3) 90.0 120.0 90.0 120.0 90.0 120.0 90.0 120.0 90.0 120.0 90.0 120.0 90.0 116.9 90.0 120.0 19 -1/8' 26 -1/2' 37' 53 -1/8' 38 -3/8' (3) 90.0 120.0 90.0 120.0 90.0 120.0 90.0 120.0 90.0 89.1 90.0 120.0 90.0 62.1 90.0 120.0 19 -1/8' 26 -1/2' 37' 53 -1/8' 50 -5/8' (4) 90.0 120.0 90.0 120.0 90.0 120.0 90.0 120.0 90.0 91.3 90.0 120.0 90.0 63.6 90.0 120.0 • 19 -1/8' 26 -1/2' 37' 53 -1/8' 63' (4) 90.0 120.0 90.0 120.0 90.0 c 96.5 90.0 120.0 90.0 59.1 90.0 120.0 90.0 • 48.2 90.0 96.3 19 -1/8' 26 -1/2' 37' 53 -1/8' 74 -1/4' (5) 90.0 120.0 90.0 120.0 90.0 105.4 90.0 120.0 90.0 , 75.5 90.0 120.0 89.9 52.5 89.9 105.2 NON -IMPACT COMPARATIVE ANALYSIS DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR ALL INSTALLATIONS USING THIS CHART DESIGN LOAD CAPACITY - PSF (1/4" TEMP. GLASS) WINDOW DIMS. 3/16" TAPCONS 1/4" TAPCONS WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( *) INT. ( -) 19 -1/8' 26 -1/2' 37' 53 -1/8' 26' (3) 90.0 300.0 90.0 300.0 90.0 234.4 90.0 300.0 90.0 167.9 90.0 300.0 90.0 116.9 90.0 233.9 19 -1/8' 26 -1/2' 37' 53 -1/8' 38 -3/8' (3) 90.0 172.4 90.0 300.0 90.0 124.4 90.0 248.9 90.0 89.1 90.0 178.3 90.0 62.1 90.0 '124.1 19 -1/8' 26 -1/2' 37' 53 -1/8' 50 -5/8' (4) 90.0 176.6 90.0 300.0 90.0 187.5 90.0 254.9 90.0 - 91.3 90.0 182.6 90.0 63.6 90.0 '127.2 19 -1/8' 26 -1/2' 37' 53 -1/8' 63' (4) 90.0 133.8 90.0 267.5 90.0 96.5 90.0 193.1 90.0 69.1 90.0 138.3 90.0 48.2 90.0 96.3 19 -1/8' 26 -1/2' 37' 53 -1/8' 74 -1/4' (5) 90.0 146.1 90.0 292.2 90.0 105.4 90.0 210.9 90.0 75.5 90.0 151.0 89.9 52.6 89.9 105.2 LARGE MISSILE IMPACT RESISTANT WINDOWS r I 1 ii ./ II j /. Ii - B - Ir - II O ii II - - 1 . II I 1. -- -Tr - - - -- 11 ii I1 II r === = = = == // = =cc / 1 48' 1 i D.L. OPG. 50 1/2' LARGE MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED WINDOWS GLAZED WITH 1/4" GE POLYCARBONATE LEXAN 53 -1/8' WIDTH MAX. 74 -1/4' HEIGHT MAX. DESIGN PRESSURE RATING = + 90.0 PSF - 90.0 PSF 6' MAX. TYP. AT HEAD /SILL CORNERS 1- 0 v w \ _ ■t O I- O z 3 1- cO U 0 w n . = J M N FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 1 • H WIDTH 53 3/8' WINDOW WIDTH 18" MAX. HEAD /SILL TYPICAL ELEVATION TESTED UNIT io m N ANCHORS SEE ■ ON HEIGHT COLUMN PA 201 -94 PA 202 -94 PA 203 -94 NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB DOUBLE ROW OF 3/16" TAPCONS CAN BE USED IN LIEU OF SINGLE ROW OF 1/4" TAPCONS. NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Engr. OR. HUMAYOUN FAR000 STRUCTURES FLA. PE 6 18557 AP ?RJVED AS COMPLYING WV Ti$ SOUTH FLORIDA fiUiLD!I +v COD 19 oY PRODU T CO 'TRU DOLS ON BUILDING COLE COMPLIANCES OFFICE ACCEPTANCE NO. PA 202 -94 z co 0 rn co zW 1 O ° to n 0 O 0 c ( C 0 CL, rn v .0 0 73 0 c V c drowing no. W96 -36 sheet 1 of 4 a 0 J z 1 BY OR 2 BY WOOD BUCK P II l I I .II r 3/16' OR 1/4' TAPCONS 2 -3/4' LONG SEE ELEV. FOR SPACING C.3 19 3/16' OR 1/4' TAPCONS 2 -3/4' LONG SEE ELEV. FOR SPACING FOAM PADS 1- 1/4'x(1- 1/4 "X1/4 AT CORNERS 3/16' OR 1/4' TAPCONS 2 -3/4' LONG SEE ELEV. FOR SPACING WOOD BUCKS NOT BY SECURITY WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TAPCON5 AS MANUFACTURED BY ELCO. OR EQUIVALENT CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. ri N 1 BY OR 2 BY WOOD BUCK Engr. DR. HUMAYOUN FAROOQ STRUCTURES FL& PE # 16557 1998 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF - Y 1 aNta(ZQ -, 19 1:11 BY // . _ PRODU T • TROI Dlv s BU•.LDifIG CODE COMPL:i::'CE OFFICE ACCEPTANCE �(6-�11y•oy Z W O Ey d � C4 0 O a CL O (n n U � - z z Cr 3 pan - °1 v, 0 N da3 ��n G:. w (f) 1 r7 -tt ZN 0 0 z z w J 0 0 0 1!) N ) w E2 w r c 0 ( 0 v V) 0 0 z Z _ � Q � CV Q N M � rzc U 0 w Q C O U N N ID 0 . 0 • 0 n sheet 2 of 4 a 0 drawing no. W96 -36 ITEM 0 PART # REQD. DESCRIPTION MATERIAL MANF- /SUPPLIER /REMARKS 1 050 -FF -488 1 FRAME HEAD 6063 -T6 TIFTON OR EQUIV. 2 050 -FF -487 1 FRAME SILL 6063 -T6 TIFTON OR EQUIV. 3 050 -FF -486 2 FRAME JAMB 6063 -T6 TIFTON OR EQUIV. 4 051 -FF -485 1 TOP VENT TOP RAIL 6063 -T6 TIFTON OR EQUIV. 6 051 -FF -490 1 TOP VENT BOTTOM RAIL 6063 -T6 TIFTON OR EQUIV. 7 051 -FF -494 1 BOTTOM VENT TOP RAIL 6063 -T6 TIFTON OR EQUIV. 8 051 -FF -485 1 BOTTOM VENT BOTTOM RAIL 6063 -T6 TIFTON OR EQUIV. 9 050 -FF -495 2 VENT SIDE 6063 -T6 TIFTON OR EQUIV. 10 050 -FF -495 2 BALANCE CLIP 11 2 BALANCE - 5/8' BLOCK & TACKLE 12 2 BALANCE SHIM - 1 X 1 -7/16 X 1/4' 13 007 -00 -016 2 SWEEP LOCK ZAMAK AT 6 3/4' FROM ENDS OF RAIL 14 007 -14 -083 2 KEEPER AT LOCK LOCATIONS 15 012 -00 -130 AS REQD. FRAME ASSEMBLY SCREV - $ 10 X 1 -1/4' PH SMS 16 012 -00 -130 AS REQD. VENT ASSEMBLY SCREV - Si 10 X 1 PH 17 046 -FF -096 AS REQD. 1/4' X 3/4' GLAZING CHANNEL SOFT PVC - 18 1/ VENT 1/4' GLAZING SEE SHEET 1 LEXAN OR TEMP. GLASS 19 4036 AS REQD. WOOL PILE FIN SEAL W'STRIPPING 20 4015 AS REQD. WOOL PILE WEATHERSTRIPPING - VENT STILES 22 014 -FF -040 2 GUIDE PLASTIC 23 046 -10 -026 AS REQD. BULB VINYL SOFT PVC - 24 046 -10 -027 AS REQD. BULB VINYL SOFT PVC - 1 BY OR 2 BY WOOD BUCK H annaaaaa MUMMA,IMO r O 20 rr 3/4" MIN. TYP. GLAZING BITE ._.— ._._._._ - -. D.L OPG. EXTERIOR WINDOW WIDTH vvanmummumw- 1/4" MAX. SHIM WOOD BUCKS NOT 8Y SECURITY WINDOWS - MUST SUSTAIN IMPOSED LOADS 4 3/15' X 2 -3/4' TAPCDNS DR 1/4' X 2- 3 /4'TAPCDNS SEE COMPARATIVE ANALYSIS CHARTS FOR SPACING OPTIONAL SECOND ROW SEE CHART ON SHEET 1 O Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT -3-(4^x.• 9 --t'T BY PROM T ONTROI DIVIS.0 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. A , --- � c ) 0 a Z Z LJ J 03 D 0 0 to to n U) W c c 0 4) O 0 0 co o) 0 1- r 0 0. 0 (1.) 4) 0 0 0 ,c b CO N 0 0 1 0 0 0 0 0 u ) drawing no. W96 -36 sheet 3 of 4 1.000 3.344 .062 TYP. 11 3.467 FRAME HEAD .812 1.875 2.281 1.468 -1.187 MEETING RAIL 'I 1.000 -- .062 TYP. 2.220 .062 TYP. 2.281 1.187 BOTTOM VENT TOP RAIL 2.371 FL- -1.187 �I TOP VENT TOP RAIL BOTTOM VENT BOTTOM RAIL }° -1.750 T ----- 1.063 � —.062 TYP. 1 fr SASH SIDE RAIL 1.188 1.250 FRAME JAMB 3.327 3.533 -.078 .89 L 3.358 FRAME SILL .062 TYP. 2.584 VENT TOP CORNER VENT BOTTOM CORNER SEALANTS: FRAME CORNERS SEALED WITH VULKEM SEALANT. Engr. DR. HUMAYOUN FAROOO STRUCTURES FLA. PE 16557 FRAME TOP CORNER FRAME BOTTOM CORNER APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 7 . - 19. BY PRODIi T TROL DiV.S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9, - I - - r c ) 0 0 z z w J 00 O 0 to (r) N w rr w (/) c ) N c 0 y ) 0 a U H 0 . 0 c • • U 0 1 ) drawing no. W96 -36 (sheet 4 of 4 I .937 1 731 1 1.750 2 750 FRAME 6063 — T6 13 .050 TYP. 86 .050 TYP. L1.213J L .175 FRAME COVER 6063 —T6 .987 .250 -a --a 750 .875 .875 GLAZING STOP 6063 —T6 INSTRUCTIONS: STEP 1 STEP 2 STEP 3 STEP 4 FOR A GIVEN WINDOW SIZE. LO CALCULATE POSITIVE AND NEGA SELECT GLAZING AND ANCHOR FROM CHART SELECTED ABOVE. AND HEIGHT DRAW A HORIZONT POSITIVE AND NEGATIVE LOAD C GLASS /ANCHOR TYPE. CHECK TO MAKE SURE THAT AL OR MORE THAN REOUIRED DESI CATION AND BUILDING HEIGHT NE DESIGN LOAD AS PER ASCE 7 -88. TYPE. FOR THE NEXT NEAREST WIDTH AL LINE AND READ ALLOWABLE APACITY FOR THE SELECTED LOWABLE DESIGN CAPACITY IS EOUAL GN LOADS DETERMINED IN STEP 1. NOTES 1.. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 - USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A DR B DIM. 1/4" GLASS OR 1/4' LEXAN // FIF cT ANCHOR AT 6" FROM CORNERS NE cT ANCHOR AT 9". ALL SIDES Au OTHER INTERMEDIATE ANCHORS Al 12 0.C. MAX. SPACING a 2 A OR g DIM TYPICAL ELEVATIONS Eq.: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE ✓q 16557 NOV 13 1998 6" 12 " Ars CHORS; ANCHORS' 1/4" TEMPERED GLASS SMALL MISSILE IMPACT RESISTANT 3/8" TEMPERED GLASS 3/8" GLASS OR 3/8 L£XAN A DR B DIM SECURITY ALUMINUM WINDOWS SERIES 5758 ALUMINUM FIXED WINDOW THIS N.0A. QUALIFIES WINDOWS FOR THE FOLLOWING CONDITIONS. GLAZING; 1/4" LEXAN 3/8' LEXAN LARGE MISSILE IMPACT RESISTANT 12 " 6" N1 . d 1. ;o+ FIRST ANCHOR AT 6" FROM CORNERS CLUSTER OF 4 AT a' 0.C. AT MIDSPAN ALL SIDES ALL OTHER INTERMEDIATE ANCHORS AT 12" O.C. MAX. SPACING APPROVED AS COMPLYING WITH THE SOO'. FLORIDA BUILDING CODE OAT= • • �o� PRODDU" C��'" OL COMPL DINS 0'1 BUILDING CODE ; A" CE OFFICL ACCEPTANCE 110.;.7-1-- q u u 0 0 c CO P 4 X F r. n 0 C ) 0 0 5 drow;nq no. W97 -28 (sheet 1 of • 4 • •.N: ^F 1 • 16.. 1ARCl•N 4 7 1 - lJ C. AT MIDSPAN 2 REOC 41 .0Nr ;EP S10ES wINDCwS GL -.ED wr 3 S LE '‘AN ONLY 0 a I I I I 00C BUCKS NOT BY SE =UG WINDOWS. MUST SUSTAIN LOADS IMPOSED or GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE — 1YPICAL ANCHORS 1 10 X 3 SMS OR 3/16 TAPCON AT 1- 1/2" 0.C. AT MIOSPAN 2 RE00. AT LONGER SIDES ON WINDOWS GLAZED WITH 3/8" LEXAN ONLY TYPICAL ANCHORS: 3/16" TAPCONS INTO WOOD. 1 -3/8" MIN. EMBED. 1/4" TAPCONS INTO WOOD. 1 -3/4" MIN. EMBED 3/16" OR 1/4" TAPCONS THRU '1 BY BUCKS. 1-1/4" MIN. MASONRY: MBED SEALANTS; FRAME CORNERS SEALED WITH SCHNEE MOREHEAD # 5504 SEALANT. FRAME SILL INSTALLATION SCREW HEADS SEALED WITH GE -SC 5100 ',CONE. 1 II I I 11 DADE COUNTY - APPROVED MULLION & MULLION ANCHORS _ g 10 S.M.S. 0 12" 0.C. W 1/4' X 1 / BUTYL C.A_ :NC TAPE C R LAWRENCE 9 G140C 1 OR 1REMC0 # 710296 1 BY OR 2 BY WOOD BUCK 1/8" X 4 LONG VINYL SETTING BLOCKS AT 18 _ FROM EACH ENO — 1. 1/4 TEMP GLASS � 1/4' LEXAN VINYL CASKET 411111W><\1\\1\\ ATWE] ■ M -J A OR B EXTERIOR 09C' x 3 /9 PPE _ SHIMMED GLA:INC. sPE TREMCO 1 724_•A1 3/5• TEMP. GLASS 3/5 LE )(AN VINYL GASKET 1/8" X 4 LONG VINYL SETTING BLOCKS .£. 13" FROM EACH END E ngr: DR. NUMAYOUN FAR000 STRUCTURES FLA. PE / 16 =57 1/4" SHIM MAX. CC) • 3'tw11111'A\111111\1\\\R1111111 • 4 4 TYPICAI CORNER CONSTRUCTION 4 4 4 4 4 4 TYPICAL ANCHORS APPROVED AS COMPLYING WITH THI- SOLT FLORIDA BUILDING CODE QQvv Aak DATA l - a t0 BY PRODU C R0L DiY :S.ON BUILDING CODE COS1PLIANCE OFFICE ACCEPTANCE NO. 4 1 -X-'X.'D 3 ) V7 0 0 z_ D W Z < u C 2 u T , y �C) > 3 J rn u) CE 0 0 4 II vi t1i Vf m 0 2 a o < m c ) M 0 drowinq no. W97 -28 (sheet 2 of 4 LARGE MISSILE IMPACT RESISTANT WIN:)OwS SHUTTERS NOT REQUIRED WINDOW DIMS. DESIGN LOAD CAPACITY - PSF 1/4" - LEXAN 3/18" ANCHORS 3/8" • LEXAN 1/4" ..NCHORS A/9 19 -1/88' 26-1/2" 37" 53-1/8" A/B EXT INT ExT INT 26' 77.3 92.0 93: 100.0 77.3 92.0 83 3 100.0 77.3 92.0 83 3 100.0 77.3 92.0 33 3 1 00.0 19-1/8" 26-1/2" 37" 53-1/8" 38- 3/8" 7 92.0 83 3 100.0 7 92.0 83 3 100.0 77.3 92.0 83 3 100.0 77.3 92.0 83.3 100.0 19 -1/8" 26-1/2" 37" 53-1/8" 50 -5/8" 77.3 92.0 83.3 100.0 77.3 92.0 83.3 100.0 77.3 92.0 83 3 100.0 77.3 90.5 83.3 100.0 19-1/8" 26 -1/2" 37" 53 -1 /8" 57" 77.3 92.0 83 3 100.0 77.3 92.0 9.3.3 100.0 77.3 92.0 83.3 100.0 77.3 36.3 33.3 100.0 19-1/8" 26-1/2" 37" 53-1/8" 63" 77.3 92.0 83.3 100.0 77.3 92.0 83.3 , 100.0 77.3 92.0 33.3 100.0 77.3 86.3 83.3 100.0 19-1/8" 26-1/2" 37" I 53- 1/3" 24" 36" a8" 60" 72" 77.3 92.0 83.3 100.0 77.3 92.0 83.3 100.0 74-1/4' 77.3 92.0 83.3 100.0 • - ... 83.3 100.0 WINDOW DIMS. DESIGN LOAD CAPACITY - PSF 1/4" - LEXAN 3/16" ANCHORS 3/8" - LEXAN 1/4" ANCHORS A% B A/9 EXT INT ExT INT 24" 36" 48" 60' 72" _ 24 77.3 92.0 93.3 100.0 77.3 92.0 93.3 100.0 77.3 92.0 83.3 100.0 77.3 92.0 83.3 100.0 77.3 92.0 63.3 100.0 24" 36" 48 " 60" 72" 36- 77.3 92.0 83.3 100.0 77.3 92.0 83.3 100.0 77.3 92.0 83.3 10C.0 77.3 92.0 83.3 100.0 77.3 92.0 83.3 100.0 24" 36" 4 8" 60" 72" a8 77.3 92.0 83.3 100.0 77.3 92.0 83.3 100.0 77.3 92.0 83.3 100.0 77.3 92.0 33.3 100.0 72.5 92.0 83.3 100.0 24" 36" 48" 60" 72" 00" 77.3 92.0 83.3 100.0 77.3 92.0 83.3 100.0 77.3 92.0 �83- .� - ---� 77.3 76.4 f 83.3 100.0 - - 83.3 100.0 24" 36" a8" 60" 72" 72" 77.3 92.0 / 77.3 92.0 8 100.0 ` . 77.3 92.0 83.3 }•00.0 53.� 00.0 - - - 24" 36" 48" 60" 72" 77.3 92.0 83.3 100.0 _ 77.3 92.0 83.3 100.0 8a - - 83.3 100.0 - - - - 24" 36" 48" 60" 72" 77.3 92.0 83.3 100.0 77.3 92.0 83.3 100.0 96" - - 83.3 100.0 - - - - - - - - 24" 36" 48" 60" 72" 77.3 92.0 83.3 100.0 - - 83.3 100.0 108" - - - - - - - - - - - - 24" 36" 48" 60" 72" 77.3 92.0 83.3 100.0 - - 83.3 100.0 120" - - - - - - - • - - - - - LARGE MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED SINGLE LITE PICTURE WINDOW CHARTS BASED ON FTL- 1801 OF 08 -28 -9 TEST SIZE = 60 r 50 TEST LOADS = + 1 1 0.0. -135.0 PSF DESIGN LOADS = +77 3. -92.0 PSF TESTED GLAZING = !/4"- LExAN BASED ON F 1792 OF 08 -08 -9 TEST SIZE = 49_3/4 X 9 - 3/3 TEST LOADS = +125.0. - 150.0 PSF DESIGN LOADS = +33.3. -100.0 PSF WATER INFILTRATION TEST = 15 PSF TESTED GLAZING = 3/8" - LEXAN Enqr: DR. HUMAVOUN FAR000 STRUCTURES FLA. PE � 16557 98 APPROVED AS COMPLY /NG WITH THE SOUTH FLOPiDA BI;ILD;NG CODE DST. .. 1 ' I gcOr BY /�. PROOiI' C RO:OIVIS`ON j BUILDING CODE COMPLIANCE OFFICI ACCEPTANCE NO. ..7 ). Al.03 V1 O O Z 2 Z Q W ri co >- .- 0 U 0 < 0 N .l c 0 en c 0 [J 4I v T ✓J' .v 0 5 0 N s 4 a• Z u z P ■ 1 4 z • c • e• 0 • 0 c 0 drowing no. W97 -28 (sheet 3 of 4 SMALL MISSILE IMPACT RESISTANT WINDOWS ' SHUTTERS NOT REQD. FOR INSTALLATION ABOVE 30 FT. OF GRADE WINDOW DIMS. DESIGN LOAD CAPACITY - PSF 1/4" - TEMP. GLASS 3/16" ANCHORS 3/8" - TEMP. GLASS 1/4" ANCHORS A/ 8 A/B ExT INT EXT INT 24" 36" 48' 60 72" 24 - 120.0 120.0 133.3 170 0 120.0 120.0 133.3 170.0 120.0 120.0 133.3 170.0 120.0 120.0 133.3 170 0 120.0 120.0 133.3 170.0 24" 36" 48" 60" 72" 36" 120.0 120.0 133.3 170 0 120.0 120.0 133.3 170.0 120.0 120.0 133.3 170.0 120.0 120.0 133.3 170.0 120.0 120.0 133.3 170.0 24" 36" 48" 60 72" 48 _ 120.0 120.0 133.3 170.0 120.0 120.0 133.3 170.0 120.0 95.5 133.3 154.5 120.0 95.5 133.3 154.5 120.0 95.5 133.3 154.5 24" 36" 5- 60" 72" 60 _ 120.0 120.0 133.3 170.0 120.0 120.0 133.3 170.0 120.0 95.5 133.3 154.5 120.0 76.4 133.3 123.6 120.0 76.4 133.3 123.6 24" � 120.0 120.0 133.3 170.0 36" 48" 60" 72" 120.0 120.0 133.3 170.0 120.0 I 95.5 133.3 154.5 120.0 76.4 133.3 123.6 120.0 63.7 133.3 103.0 24" 36" 48 60" 72' _ 84 120.0 120.0 133.3 170.0 . 120.0 120.0 133.3 170.0 120.0 95.5 133.3 154.5 120.0 76.4 133.3 123.6 - - - - 24" 36" 48" 60" 72" 96" 120.0 120.0 133.3 170.0 120.0 120.0 133.3 170.0 120.0 95.5 133.3 154.5 - - - - - - - - 24" 36" 48" 60" 72 108" 120.0 120.0 133.3 170.0 120.0 120.0 133.3 170.0 • 120.0 95.5 133.3 154.5 - - - - - - ■ - - 24" 36" 48" I 72" 120" 120.0 120.0 133.3 170.0 120.0 120.0 133.3 170.0 - - - - - - - - - - SMALL MIISSILE IMPACT RESISTANT WINDOWS SH NOT REGIQD. FOR INSTALLATION A80V( 30 FT. OF GRADE WINDOW DIMS. .�, B 1 9 -1/8 26- 1/2 37" 53-1/8" 19- 1/8 26-1/2' 37" 53- 1/8 19 -1/8 26- 1/2" 37" 53-1/8" 19 -1/8 26 -1 /2" 37" 53-1/8" 19 -1/8" 26 -1/2 37" 53 -1/8" 19 -1/8" 26-1/2" 53 Ai B 26" 38 -3/8" 50 -5/8" 57" 63" 74 -1/4 1/4" - TEMP. GLASS 3/16" ANCHORS EXT 120 120.0 120.0 120.0 120.0 120 0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 DESIGN LOAD CAP /CITY - PSF INT 120.0 120.0 120.0 120.0 120.0 120.0 EXT 133.3 133.3 133.3 1 33.3 133.3 133 3 120.0 133.3 119.5 133.3 120.0 120.0 120.0 90.5 120.0 120.0 120.0 86.3 120.0 120.0 120.0 86.3 120.0 120.0 120,0 86.3 ;/8" - TEMP. GLASS 1/4" ANCHORS 33.3 33.3 133.3 133.3 33.3 33.3 33.3 33.3 33.3 33.3 33.3 33.3 33.3 33.3 33.3 33.3 INT 1 7 0.0 170.0 170 0 1 70.0 1 70.0 170.0 170.0 170.0 170.0 170.0 170.0 14 6.5 170.0 170.0 170.0 139.6 170.0 170.0 170.0 139.6 170.0 170.0 170.0 I g• 139.6 En: OR. KR.JAyouw FAR000 STRUCTURES FLA. PE g 16557 199 SINGLE LITE PICTURE WINDOW CHARTS BASED ON FTL- 1712 OF 06 -23 -97 TEST SIZE = 72 x 72 TEST LOADS = + 180 O. - 150.0 PSF DESIGN LOADS = +120.0. -120.0 PSF WATER INFILTRATION TEST = 20 PSF TESTED GLAZING = 1/4 GLASS BASED ON FTL- 1851 OF 11 -13 -97 TEST SIZE = 72 x 7 TEST LOADS = +255.0. -255.0 PSF DESIGN LOADS = +170.0. -170.0 PSF TESTED GLAZING = 3/8 -TEMP. GLASS APPROV AS COMPLYING Wail THE SOUi" FLORIDA BUILDING CODE DAV' BY )2f � 9 PRODUC CONT; OL DIMION BUILDING" COOL COMPLIANCE OFFICE 4 CCEPTANCE NO 2_1222.1.3.- 0 • 1 0 jI 5I ;! 11 v ) co ti c c 0 0 c w w z c drowing no. W97 -28 (sheet 4 of 4 z I a I a! MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Acceptance No.: 97-1222.03 Expires:12 /15/01 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Security Aluminum Windows & Doors 5100 N.W. 72 Avenue Miami, FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series 5758 Aluminum Fixed Window - Impact Resistant under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. W97 -28, Sheets 1 thru 4 of 4. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 12 /15/98 Internet mail address: postmaster ©buildingcodeonline.com CONDITIONS BUILDING CODE COMMITTEE a 41 s anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com t Security Aluminum Window & Door ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 97- 1222.03 DEC 1 5 1998 DEC 1 5 2001 1. SCOPE 1.1 This approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. • 2. PRODUCT DESCRIPTION 2.1 The Series 5758 Aluminum Fixed Window = Large Missile, Small Missile Impact Resistant & Non - Impact Resistant, and its components shall be constructed in strict compliance with the following documents: Drawing No W97 -28, titled " Series -5758 Aluminum Fixed Window," Sheets 1 through 4 of 4, dated 09/22/97, with revision B dated 11/12/98, signed and sealed by Humayoun Farooq, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications, as shown approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. -7- Ma Pro el Perez, P.E. Prod ntrol Division ontrol Examiner Security Aluminum Window & Door ACCEPTANCE No.: 97- 1222.03 DEC 1 5 1998 DEC 1 5 2001 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Man el Perez, P. E., Product ntrol Examiner Pro ntrol Division END OF THIS ACCEPTANCE COMPARATIVE ANALYSIS B10SMS OR 3/18' TAPCON /10SMS OR 3 /1rTAPCON PART NO. )112 OR 1/4' TAPCON 1 ANCHORS ANCHORS DESIGN LOAD (PSF) ANCHORS ANCHORS DESIGN LOAD (PSF) ANCHORS ANCHORS DESIGN LOAD (PSF) WINDOW DIM. (WXH) JAMB HO /SILL EXTERIOR INTERIOR JAMB HD /SILL EXTERIOR INTERIOR JAMB 6 HD /SILL EXTERIOR INTERIOR 26 1/2 X 26 3 3 93.00 478.0 3 4 93.00 557.0 3 10 3 93.00 816.0 37 X 26 3 3 93.00 342.0 3 4 93.00 400.0 3 14 3 93.00 441.0 53 1/8 X 26 3 3 93.00 238.0 3 4 93.00 279.0 3 • 3 93.00 308.0 60 X 26 3 4 93.00 248.0 3 8 93.00 318.0 3 4 93.00 317.0 74 X 26 3 4 93.00 200.0 3 6 93.00 257.0 3 4 93.00 258.0 37 X 38 3/8 3 3 93.00 232.0 3 4 93.00 271.0 3 3 93.00 298.0 53 1/8 X 38 3/8 3 3 93.00 181.0 3 4 93.00 188.0 3 3 93.00 208.0 60 X 38 3/8 3 4 93.00 166.0 3 6 93.00 215.0 3 4 93.00 215.0 74 X 38 3/8 3 4 93.00 139.0 3 6 93.00 179.0 3 4 93.00 179.0 37 X 50 5/8 4 3 93.00 205.0 4 4 93.00 225.0 4 3 93.00 225.7 53 1/8 X 50 5/8 4 4 93.00 183.0 4 4 93.00 163.0 4 4 93.00 174.2 60 X 50 5/8 4 4 93.00 145.0 4 8 93.00 161.7 4 4 93.00 161.7 74 X 50 5/8 4 4 93.00 117.0 4 6 93.00 145.0 4 4 93.00 138.0 37 X 63 4 3 93.00 165.0 4 4 93.00 174.0 4 3 93.00 173.8 53 1/8 X 63 4 4 93.00 131.0 4 4 93.00 131.0 - 4 4 93.00 130.8 60 X 63 4 4 93.00 116.0 4 6 93.00 119.9 4 4 93.00 119.9 74 X 63 4 5 93.00 105.0 4 6 93.00 104.9 4 5 93.00 104.9 MATERIALS UST REN NO. DESCRIPTION PART NO. COMMENTS 1 HEAD 050 -00 -501 x 2 SILL 050 -00 -487 3 JAMB 050 -00 -518 4 SILL ADAPTOR 050 -00 -513 5 . ALUMINUM ANGLE 6 TOP VENT BOT.dc TOP RAIL 051 -00 -489 7 VENT MEAT1NC RAIL 051 -00 -494 8 VENT JAMB 051 -00 -485 9 VENT MEATING RAIL 051 -00 -490 10 WHEEL HOUSING 11 CLOSE CELL PAD 12 WEEP HOLES 1/4' 13 SWEEP LOCK 007 -00 -018 14 K EEPER 007 -14 -083 15 FRAME ASSEMBLY SCREW 012 -00 -130 !10 X 1 PH 16 VENT ASSEMBLY SCREW 012 -00 -130 #10 X 1 PH 17 1/4X3/4 GLAZING CHANNEL 046 -00 -098 18 1/4' LEXAN 19 WOOL PILE W /F1N SEAL WEATHERSTRIPPING 3017 20 FlBFRGLASS SCREEN MESH W /ROLL FORM FRAME Is CLAZITTG VINYL 21 INSTALLATION FASTENER 110 X 2 1/2 22 CLOSE CELL FOAM INNER PANNEL 23 ALUMINUM CHANNEL 1/2X3/4X1/2X1 1/4 24 BULB win_ 048 -10 -027 25 F.E.R. LOCK 3 1/2' WIDE I-- 20 20 98' FRAME WIDTH 20 TYPICAL ELEVATION 20-1 6 1/2 17 17 17 CO ta x e 6 1/2 1 --I 8 1/2 U ) o 1'I O G n)7 - /� 4: ( Yl c c r i z rl:l S COMPARATIVE ANALYSIS - SECURITY WINDOW -5758 HORIZONTAL ROLLING WINDOW BASED ON TEST REPORT 16791 7/8/96 TEST SIZE: 96'X64' TEST LOAD: 135 PSF EXTERIOR 135 PSF INTERIOR WATER TEST: 14.0 PSF DEFLECTION 2.0241N. 4 AX GLAZING MATERIAL 1/4 POLYCARBONATE LEXAN POSITIVE PRESSURES ARE UMfTED BY: WATER INFILTRATION TEST NEGATIVE PRESSURES ARE LIMITED BY: ANCHOR do PRESSURE LOADS ANCHORS: #10 SMS OR 3/18' TAPCON WITH 1 1/4' MIN. EMBEDMENT CAP. ■ 191 LBS. A PPROVED P'S COMPLYING WITH TIIE SOUTH F ORIDA BUILDING CODE DAT �: (-4. 1948 BY PRODUC • I NTROL DIVISI II# BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0 4b - 1211. 0 1 CAMPARATIVE ANALYSIS FOR NON- IMPACT SHUTTERS REOUIRED FOR ALL INSTALLATIONS _USING THIS CHART DATE: 8 -16 -9 8 0 SCALE: DWG. BY: CIIK. LTY: JOB NO.: 90 -185 SHEET 1 OF 2 CUSTOMER: x 7 / I-- 20 20 98' FRAME WIDTH 20 TYPICAL ELEVATION 20-1 6 1/2 17 17 17 CO ta x e 6 1/2 1 --I 8 1/2 U ) o 1'I O G n)7 - /� 4: ( Yl c c r i z rl:l S COMPARATIVE ANALYSIS - SECURITY WINDOW -5758 HORIZONTAL ROLLING WINDOW BASED ON TEST REPORT 16791 7/8/96 TEST SIZE: 96'X64' TEST LOAD: 135 PSF EXTERIOR 135 PSF INTERIOR WATER TEST: 14.0 PSF DEFLECTION 2.0241N. 4 AX GLAZING MATERIAL 1/4 POLYCARBONATE LEXAN POSITIVE PRESSURES ARE UMfTED BY: WATER INFILTRATION TEST NEGATIVE PRESSURES ARE LIMITED BY: ANCHOR do PRESSURE LOADS ANCHORS: #10 SMS OR 3/18' TAPCON WITH 1 1/4' MIN. EMBEDMENT CAP. ■ 191 LBS. A PPROVED P'S COMPLYING WITH TIIE SOUTH F ORIDA BUILDING CODE DAT �: (-4. 1948 BY PRODUC • I NTROL DIVISI II# BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0 4b - 1211. 0 1 CAMPARATIVE ANALYSIS FOR NON- IMPACT SHUTTERS REOUIRED FOR ALL INSTALLATIONS _USING THIS CHART DATE: 8 -16 -9 8 0 SCALE: DWG. BY: CIIK. LTY: JOB NO.: 90 -185 SHEET 1 OF 2 CUSTOMER: • HALF SCALE SECTION OF HRW 2X4 P.T WOOD BUCK TYP. 2X4 P.T WOOD BUCK TYP. APPROVED AS COMPLYING WITH THE SOUTII FLORIDA BUILDING CODE �� DAT : ►�u�R� 19 –...Q BY ` »�! / / / /!LI_' PRODU ONTROL DIVISI0 1 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO, C 36,' I Z I I. D 1 :i a MC Id L I ;TO :kVA��.� Vrill °.c r,4 , 9P1ki:;rNbiCi " raE«!Y .11[_ :r 1 HRW JAMB DETAIL HALF SCALE ONLY FOR F.E.R. 25 FRAME WIDTH FRAME WIDTH JAVB DETAIL 11 1.0 0 0 DATE: L SCALE: DWG. 13Y: S eivp it agh CHI. BY: JOU HO. 96-185 2 OF 2 4 NN ti � 8 -18 -96 r = _r a_J = –: - 1t�' �I I II II � : 1 II I1 ' II . l _ _ r -� L I � T I r C ^I - 1 LI A I E l �--� i 'I1 • HALF SCALE SECTION OF HRW 2X4 P.T WOOD BUCK TYP. 2X4 P.T WOOD BUCK TYP. APPROVED AS COMPLYING WITH THE SOUTII FLORIDA BUILDING CODE �� DAT : ►�u�R� 19 –...Q BY ` »�! / / / /!LI_' PRODU ONTROL DIVISI0 1 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO, C 36,' I Z I I. D 1 :i a MC Id L I ;TO :kVA��.� Vrill °.c r,4 , 9P1ki:;rNbiCi " raE«!Y .11[_ :r 1 HRW JAMB DETAIL HALF SCALE ONLY FOR F.E.R. 25 FRAME WIDTH FRAME WIDTH JAVB DETAIL 11 1.0 0 0 DATE: L SCALE: DWG. 13Y: S eivp it agh CHI. BY: JOU HO. 96-185 2 OF 2 4 NN ti � 8 -18 -96 .I 1 Security Aluminum Windows & Doors ACCEPTANCE No.: 96- 1211.01 - 3 - : JAN 0 6 1998 APPROVED EXPIRES : December 2, 1999 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS l.Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (S) years. 2.Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3.Renewals of Acceptance will not be considered iE a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4.Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing ofa revision application with appropriate fee) and granted by this office. S.Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6.The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. It any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7.A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 3.Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9.This Acceptance contains pages I, 2, 2(a) through 2(e) and this last page 3. Items 10, 11 & 12 listed below only apply to 21azed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 oldie South Florida Building Code. Manuel Perez, P. E. Product Corptrc)I Examiner Produc ontrol Division END OF THIS ACCEPTANCE a PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Aluminum Windows & Doors 5100 N.W. 72 Avenue Miami, FL 33166 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Series 5756 Aluminum Horizontal Rolling Window - Impact under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant. (For listing, see Section 8 of this Notice of Acceptance.) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq, and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any arnmendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:96- 1211.01 (Revises No.: 96- 0827.01) 'Expires:12 /02/99 Raul Rod i guez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMLIITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 01/06/98 s anger, Director Building Code Compliance Dept. Metropolitan Dade County Internet mail address: postmaster ©buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com • Security Aluminum Windows & Doors ACCEPTANCE No.: 96- 1211.01 APPROVED : ,JAN 0 6 1988 EXPIRES : December 2, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum horizontal sliding window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Series 5756 - Aluminum Horizontal Rolling Window - Impact 1.3 Overall Size 8' 0" wide by 5' 2" high by 3 -1/2" deep. 1.4 Configuration XX 1.5 No. & Size of Vents: Two, each 4' (48 ") wide by 5' 1" (61") high. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Vent (Sash) Material: Aluminum alloy 6063 -T6. 2.2 Glazing 2.2.1 Glazing Material: 1/4" Lexan monolithic polycarbonate with XL -1 or MR 5 finish as manufactured by G.E. 2.2.2 Glazing Method: Channel glazed using a vinyl glazing bead. Glass Bite is 3/4 ". 2.2.3 Daylight Opening: 43 -3/8" by 57 -1/2" high 2.3 Vent Construction: 2.3.1 Stiles: Vent jamb stile consists of a 2.371" exterior face by 1.187" deep by .062" wall thickness extruded alum. hollow (Part 4051 -00 -485) with a .375" x .875" glazing pocket, two screw splines, two grooves for weatherstrip and a handle. Vent exterior meeting stile consists of a 2.281" exterior face by 1.187" deep by .062" wall thickness extruded alum. hollow (Part #051 -00- 490) with a .375" x .875" glazing pocket, two screw splines, a groove for weatherstrip. Vent interior meeting stile consists of a 2.281" exterior face by 1.187" deep by .062" wall thickness extruded alum. hollow (Part #051 -00 -494) with a .375" x .875" glazing pocket, two screw splines, and a handle. 2.3.2 Rails: Top rail consists of a 1.750" exterior face by 1.188" deep by .062" wall thickness extruded aluminum solid (Part #051 -00 -489) with a .375" x .875" glazing pocket and two grooves for weatherstrip, the bottom rail uses the same extrusion, to which the roller assemblies are fastened. 2.3.3 Corner Construction: Butt joints: vent corners secured w/ two # 10 x 1" PPH SMS 2.4 Frame Construction: 2.4.1 Head: Consists of 1.000" exterior face, 1.250" interior face by 3.345" deep by .062" wall thickness extruded alum. solid (Part #050 -00 -501). 2.4.2 Jambs: Consist of 1.749" exterior face, 1.250" interior face by 3.470" deep by .062" wall thickness extruded alum. solid (Part 4050 -00 -518) with two screw splines and four grooves for weatherstrips. - Manuel Perez, P.E. Product Product - ontrol Division trot Examiner ■ • Security Aluminum Windows & Doors ACCEPTANCE No.: 96- 1211.01 2.6.3 One Aluminum Clip Lock 3 -1/2" wide 2.7 Wcepholes: Quantity. 2.7.1 Two 2.8 Muntins: None 2.9 Reinforcement: None - 2a - APPROVED : JAM 0 6 1996 EXPIRES : December 2, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.4.3 Sill: Consists of 0.391" exterior face, 3.084" interior face by 3.458" deep by .062" wall thickness extruded alum. solid (Part #050-00-487) with a Sill Adopter consisting of a .736" exterior / 2.625" interior sill height by 3.355" deep by .062" wall thickness extruded alum. solid sill track insert (Part #050 -00 -513). 2.4.4 Corner Construction: Butt joints: frame corners secured with two # 10 x 1" PPH SMS. 2.5 Weatherstripping: Quantity Description Location 2.5.1 Single row Pile with integral plastic fin At exterior and interior tracks of frame jambs. 2.5.2 Single row Pile with integral plastic fin At exterior and interior of each vent top and bottom rail. 2.5.3 Single row Vinyl bulb At vent exterior meeting rail. 2.6 Hardware: Quantity Description 2.6.1_ Four Plastic wheels 2.6.2 Two Metallic cam lock Location One at each end of each vent bottom rail. One at 6" from top and 6" from bottom of interior vent meeting rail, each locking into a keeper in the exterior meeting rail. At mid -span on interior of jamb rail. Description Location ``V4" diameter weep holes At interior track of sill adapter, at 3" from jamb. 2.10 Sealants and Pads: Exterior perimeter of frame sealed to buck ‘vith gray sealant. All frame and panel corners sealed with white sealant. Sill adapter sealed to frame sill with gray sealant and silicone on interior side. Silicone over vinyl glazing bead on bottom rail of both panels and 2" up each panel stiles. Pads are as follows: Quantity Description Location 2.10.1 Two 1/2" by 5/8" by 1" closed cell One at top and bottom of panel interior meeting foam pads stile. 2.10.2 One 3/16" by 3/8" by 47 -3/4" long On interior side of exterior panel bottom rail, adhesive back closed cell flush with the top side of bottom rail. foam pads 2.10.3 Two '/•-" x' /�" x %" x 0.029" thick x One at each corner of frame sill, between sill 1 -1/4" long aluminum channel adapter and frame jamb, siliconed in place. 2.11 Additional Description: Equal leg type frame. 3-1/8" high overall interior sill flange. Manue Perez, P.E. Product C;u rol Examiner Product ontrol Division a 0 Security Aluminum Windows & Doors ACCEPTANCE No.: 96- 1211.01 APPROVED : JAN 0 6 1996 EXPIRES : December 2, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Design Pressure Rating: First determine impact or non. - impact application of the window unit, then: 3.2.1 Impact Windows application: For Design Pressure Rating, see Section 7 of this Notice of Acceptance. Shutters are not required for this application. 3.2.2 Non - Impact Windows application: For Design Pressure Rating vs. Window Size, see the Comparative Analysis Chart in Section 9. Shutters are required for this application. 3.3 Only glazing material thickness, coating and brand stated above is accepted. 4. INSTALLATION: 4.1 Screws and Method of Attachment SILL: 410 x 2 -1/2" PFH SMS OR 3/16" Tapcons, located 6 -1/2" from corners, 1 -1/2" from each side of meeting rail and the rest at 20" o.c. max. 412 x 2 -1/2" PFH SMS OR 1/4" Tapcons, located 6 -1/2" from corners, 1 -1/2" from each side of meeting rail and the rest at 20 "o.c. max. For type, size and number of Anchors vs. Window Size, see Anchor Analysis chart in Dwg. No. 96 -185, Sheet 1 of 2. HEADER: Same as sill. JAMBS: 412 x 2 -1/2" PFH SMS OR 1/4" Tapcons, located 6 -1/2" from corners, and the rest at 17" o.c. max. For type, size and number of Anchors vs. Window Size, see Anchor Analysis chart in Dwg. No. 96 -135, Sheet I of 2. Note: Please see note #11, Page 3 4.2 Limit shim space to a maximum of 1/4 ". 4.3 Attachments of sub -bucks shall be designed by the Architect of Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 5001 S. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION: 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 G.E. Lexan MRS or XL -1 Polycarbonate sheets must bear interior side peel coat properly identifying product. -2b- Manuel 'erez, P.E. Product Co Product ontrol Division 1 Examiner Security Aluminum Windows & Doors ACCEPTANCE No.: 96- 1211.01 2c - APPROVED EXPIRES : December 2, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No.96 -185, Sheets 1 through 2 of 2, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the option and components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.3 This document revises and supersedes Notice of Acceptance No. 96- 0827.01 dated 12/02/96. 6.4 Note: 6.4.1 Impact Resistant Windows — For window installations using Design Pressure Rating in Section 7, Hurricane protective system will not be required. 6.4.2 Non - Impact Resistant Windows — For window installations using Design Pressure Rating per Comparative Analysis Table in Drawing 4'96 -186, Sheet 1 of 2, Hurricane protective system will be required. Manus Perez, P.E. Product Product Control Division JAN 0 6 1998 trol Examiner • Security Aluminum Windows & Doors ACCEPTANCE No.: 96- 1211.01 2d - • APPROVED : JAN 0 6 1996 EXPIRES : December 2, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED 7.1 TESTS: Manu Perez, P.E. Product C,on'tjol Examiner Produc Control Division TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.34 CFM/FT) 0.22 CFM /FT MTL -16791 UNIFORM STATIC PRESSURE AT DESIGN LOAD SFBC PA 202 -94 POSITIVE 30 Sec. +90.0 PSF MTL -16791 +90.0 PSF MTL -16791 UNIFORM STATIC PRESSURE AT DESIGN LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. -90.0 PSF MIL-16791 -90.0 PSF MIL-16791 WATER RESISTANCE (PSF) No Leakage SFBC PA 202 -94 (ASTM E547 & ASTM E 331) +14.0 PSF MTL -16791 +93.3 PSF MTL -16791 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 POSITIVE 30 Sec. +135.0 PSF MTL -16791 +90.0 PSF MIL-16791 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. -135.0 PSF MTL-16791 -90.0 PSF MTL-16791 FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 SATISFACTORY MTL -16791 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY MTL -16791 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (4500 CYCLES) POSITIVE +90.0 PSF MTL -16791 +90.0 PSF MTL -16791 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (4500 CYCLES) NEGATIVE -90.0 PSF MTL -16791 - 90.0 PSF MTL -16791 Design Pressure Rating (Positive) No Shutters Required +90.0 PSF Design Pressure Rating (Negative) No Shutters Required -90.0 PSF For Non Impact Resistant Windows use Design Pressure Rating vs. Window Size table in drawing No. 96 -185. Shutters are required. • Security Aluminum Windows & Doors ACCEPTANCE No.: 96- 1211.01 2d - • APPROVED : JAN 0 6 1996 EXPIRES : December 2, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED 7.1 TESTS: Manu Perez, P.E. Product C,on'tjol Examiner Produc Control Division 4 n • Security Aluminum Windows & Doors ACCEPTANCE No.: 96- 1211.01 APPROVED : JAN 0 6 1998 EXPIRES : December 2, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests 8.1.1 Test reports on 1) Air Infiltration Test, per ASTM E 233 2) Uniform Static Air Pressure Test, Loading per ASTM E 330 3) Water Resistance Test, per ASTM E 547/E 331 4) Forced Entry Resistance Test, per AAMA 1302.5 -76. 5) Large Missile Impact Test per PA 201 -94 6) Cyclic Windload Test per PA 203 -94 along with the manufacturer's marked up design drawings of the tested window prepared by Miami Testing Laboratory Test Report No. MTL- 16791, dated July 8, 1996, revised and reissued on October 2, 1996, signed and sealed by David G. Ober, P.E. 8.2 Drawing 8.2.1 Manufacturer's profile drawings and sections. 8.2.2 Drawing No. 96 -185, Security Aluminum Windows & Doors, "5756 H.R.W. Large Missile Impact" Sheets 1 & 2 of 2, prepared by manufacturer, dated 08/16/96, signed and sealed by Donald W. Shackelford, P.E. on 10/23/97. 8.3 Calculations 8.3.1 Comparative analysis and anchor calculations prepared by Donald W. Shackelford, P.E., Consulting Engineer dated 03/22/96, revised on 10/14/96, signed and sealed by Donald W. Shackelford, P.E. 9. COMPARATIVE ANALYSIS: For non - impact resistant windows only - See "Comparative Analysis Chart" on Drawing No. 96 -185, Sheet 1 of 2, bearing the Dade County Product Control approval stamp. 10. TYPICAL ELEVATION: For typical window elevation, cross sections and anchoring details, see Drawing No. 96 -185, Sheets 1 and 2 of 2, bearing the Dade County Product Control approval stamp. -2e- Man 1 Perez, P.E. Product Produ t Control Division ntrol Examiner WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.351 1.351 GCp ( -) -1.4 1 -1.889 PRESSURE (PSF) 43.8 43.8 SUCTION (PSF) -46.5 -58.5 A7 [ JENETOPULOS GROUP 7300 S.W. 105 TERRACE MIAMI, FL 33156 -3841 (305)663 -2991 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : YOKOSE RESIDENCE JOB NUMBER : DATE : 07 -25 -1999 DtSCRIPTION : COMPONENT A * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C. BUILDING CATEGORY = 1— IMPORTANCE FACTOR = 1.05 — STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG)-- TRIBUTARY AREA = 16.2 FT2- MEAN ROOF HEIGHT = 14.0 FT DISTANCE, Z = 8.0 FT ++ ++ ++ ++ a 4 5 Kh = 0.801 Kz = 0.801 a 4 5 qh = 27.4 PSF qz = 27.4 PSF P = qh (GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 52.2 FT CORNER DISTANCE A = 5.2 FT WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.280 1.280 GCp ( -) -1.380 -1.730 PRESSURE (PSF) 41.8 41.8 SUCTION (PSF) -44.6 -54.1 JENETOPULOS GROUP 7300 S.W. 105 TERRACE MIAMI, FL 33156 -3841 (305)663 -2991 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : YOKOSE RESIDENCE • 1 JOB NUMBER : DESCRIPTION ( COMPONENT A/1 WIND VELOCITY = EXPOSURE CATEGORY = BUILDING CATEGORY = IMPORTANCE FACTOR = STRUCTURE IS WITHIN ROOF SLOPE _ TRIBUTARY AREA = MEAN ROOF HEIGHT = DISTANCE, Z = * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS 110 MPH C 1` 1.05 100 MI. OF HURRICANE OCEANLINE 3.00 : 12 (14.04 DEG)—. 32.4 FT2_ 14.0 FT- Kh = 0.801 8.0 FT L Kz = 0.801 ++ ++ ++ ++ a 4 5 a 4 DATE : 07 -25 -1999 qh = 27.4 PSF qz = 27.4 PSF P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH / = 52.2 FT CORNER DISTANCE A = 5.2 FT / WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.308 1.308 GCp ( -) -1.408 -1.794 PRESSURE (PSF) 42.6 42.6 SUCTION (PSF) -45.4 -55.9 0 JENETOPULOS GROUP 7300 S.W. 105 TERRACE MIAMI, FL 33156 -3841 (305)663 -2991 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : YOKOSE RESIDENCE JOB NUMBER : DESCRIPTION : * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH �- EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 `- IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG)- - TRIBUTARY AREA = 24.5 FT2 MEAN ROOF HEIGHT = 14.0 FT Kh = 0.801 DISTANCE, Z = 8.0 FT ` Kz = 0.801 ++ ++ ++ ++ a 4 5 a 4 5 qh = 27.4 PSF qz = 27.4 PSF P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH CORNER DISTANCE DATE : 07 -25 -1999 WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.337 1.337 GCp ( -) -1.437 -1.857 PRESSURE (PSF) 43.4 43.4 SUCTION (PSF) \ -46.1 -57.6 (1 1 JENETOPULOS GROUP 7300 S.W. 105 TERRACE MIAMI, FL 33156 -3841 (305)663 -2991 4 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : YOKOSE RESIDENCE JOB NUMBER : IESCRIPTION : COMPONENT B * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH (/ EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 18.6 FT2 - MEAN ROOF HEIGHT = 14.0 FT 4 Kh = 0.801 DISTANCE, Z = 8.0 FT ` Kz = 0.801 ++ ++ ++ ++ a 4 5 a 4 5 DATE : 07 -25 -1999 qh = 27.4 PSF qz = 27.4 PSF P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH CORNER DISTANCE, WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.400 1.400 GCp ( -) -1.500 -2.000 PRESSURE (PSF) 45.1 45.1 SUCTION (PSF) -47.9 -61.5 t. JENETOPULOS GROUP 7300 S.W. 105 TERRACE MIAMI, FL 33156 -3841 (305)663 -2991 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : YOKOSE RESIDENCE JOB NUMBER : DESCRIPTION : COMPONENT C ** * DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1- IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE �- ROOF SLOPE = 3.00 : 12 (14.04 DEG)\ TRIBUTARY AREA = 9.9 FT2. MEAN ROOF HEIGHT = 14.0 FT4 Kh = 0.801 DISTANCE, Z = 8.0 FT.. Kz = 0.801 a 4 5 a 4 5 DATE : 07 -25 -1999 qh = 27.4 PSF qz = 27.4 PSF P = qh(GCp) - gh(GCpi) GCpi = ± 0.25 BUILDING WIDTH CORNER DISTANCE, WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.374 1.374 GCp ( -) -1.474 -1.941 PRESSURE (PSF) 44.4 44.4 SUCTION (PSF) -47.2 -59.9 c JENETOPULOS GROUP 7300 S.W. 105 TERRACE MIAMI, FL 33156 -3841 (305)663 -2991 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : YOKOSE RESIDENCE JOB NUMBER : DESCRIPTION * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH L EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 I- IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG)'- - TRIBUTARY AREA = 12.9 FT2 MEAN ROOF HEIGHT = 14.0 FT - Kh = 0.801 DISTANCE, Z = 8.0 FT ` Kz = 0.801 ++ +A- +A- ++ a 4 5 a 4 5 qh = 27.4 PSF qz = 27.4 PSF P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH CORNER DISTANCE DATE : 07 -25 -1999 1 4 MIAMI - DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Windows & Doors 5 100 NW 72 Ave. Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series 5755 Aluminum Double Hung Window - Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 98-1214.04 Expires:12 /21/2001 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 01/14/1999 Internet mail address: postmaster @buildingcodeonline.com CONDITIONS BUILDING CODE CONIPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Chief Product Control Division 0,rfrm rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: bttp : / /www.buildingcodeonline.com Security Windows & Doors ACCEPTANCE No.: 98- 1214.04 APPROVED JAN 1 i 1599 EXPIRES : December 21, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 0429.0, which was issued on June 11, 1998. It approves an aluminum double hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 5755 Aluminum Double Hung Window and its components shall be constructed in strict compliance with the following documents: Drawing No. W96 -36, titled "Series 5755 .Double Hung Window ", prepared by A1- Farooq Corporation, dated September 9, 1996, revised November 28, 1998, sheets 1 through 4 of 4, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATI[ONS 3.1 This approval applies to single unit applications only, as shown in the approved drawings. 4. INSTALLATION 4.1 The aluminum double hung window and its components shall be installed in strict compliance with the approved drawings. '4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2of3 Manu 1 Perez, P.E., Producir • trol Examiner Prod 'ct Control Division Security Windows & Doors NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2 ACCEPTANCE No.: 98- 1214.04 APPROVED JAN 1 4 1gS9 EXPIRES . December 21, 2001 Any and all approved products shall be permanently labeled w ith the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the • correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the jab site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE J 3 of . ' f .� Manuel •erez. •.E., Product C. iol Examiner Product ontrol Division