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131 NE 101 St (8)BUILDING OWNER'S NAME Hyder Davie BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 131 NE 101 St. CI Miami Shores FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION STATE FLORIDA PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Leal Description, etc.) Lot 18 & W 1/2 of Lot 19, Blk 14, P.B. 10 -7 BUILDING USE (e. Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) Residential FEMA F d 131. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME Miami -Dade Miami Shores 120652 Inde City 1 -31, AUG 99 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION O.M.B. No. 3067 -0077 Expires July 31, 2002 For Insurance Company Use: Policy Number Company NAIC Number ZIP CODE 33138 LATITUDE/LONGITUDE (OPTIONAL) N/A HORIZONTAL DATUM: SOURCE: 1_1 GPS (Type): ( ##° - ##' - ##.##° or ##.#####°) LI NAD 1927 u NAD 1983 Ll USGS Quad Map LI Other. B3. STATE 610 In the source of the Base Flood Elevation (BF data or base flood depth entered in B9. II FIS Profile IJ FIRM IJ Community Determined IJ Other (Describe): BI 1. Indicate the elevation datum used for the BFE in B9: I XI NGVD 1929 IJ NAVD 1988 I Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? I Yes IJ No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: LjConstruction Drawings* IJBuilding Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 1929 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? IJ Yes IJ No ❑ a) Top of bottom floor (including basement or enclosure) 12 3 ft.(m) 4 CI b) Top of next higher floor 22 .6'} ft.(m) O c) Bottom of lowest horizontal structural member (V zones only) N /A. ft.(m) 1 E ❑ d) Attached garage (top of slab) 11 . 6 ft.(m) E ❑ e) Lowest elevation of machinery and /or equipment w m servicing the building 11 , 6 ft,(m) E 0 0 Lowest adjacent grade (LAG) 10 . 7 ft.(m) i O g) Highest adjacent grade (HAG) 1 . _ ft.(m) e ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade None 8 O i) Total area of all permanent openings (flood vents) in C3h N/A sq. in. (sq. cm) This certification is to be signed and sealed by a and surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER JOSE F. LOPEZ TITLE Land Surveyor & Mapper AD SS E. 2 th St., , 12 SIGNATURE i 9/251210.5 TELEPHONE 3086 COMPANY NAME J. F. LOPEZ & ASSOCIATES, INC. CITY STATE Ai al pall Florida ZIP CODE 33013 30S R16 -1899 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS B4. MAP AND PANEL NUMBER 12025C 0093 85. SUFFIX J B6. FIRM INDEX DATE July 17, 1995 B7. FIRM PANEL EFFECTIVE/REVISED DATE March 4, 1994 B8. FLOOD ZONE(S) X B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) - - -- BUILDING OWNER'S NAME Hyder Davie BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 131 NE 101 St. CI Miami Shores FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION STATE FLORIDA PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Leal Description, etc.) Lot 18 & W 1/2 of Lot 19, Blk 14, P.B. 10 -7 BUILDING USE (e. Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) Residential FEMA F d 131. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME Miami -Dade Miami Shores 120652 Inde City 1 -31, AUG 99 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION O.M.B. No. 3067 -0077 Expires July 31, 2002 For Insurance Company Use: Policy Number Company NAIC Number ZIP CODE 33138 LATITUDE/LONGITUDE (OPTIONAL) N/A HORIZONTAL DATUM: SOURCE: 1_1 GPS (Type): ( ##° - ##' - ##.##° or ##.#####°) LI NAD 1927 u NAD 1983 Ll USGS Quad Map LI Other. B3. STATE 610 In the source of the Base Flood Elevation (BF data or base flood depth entered in B9. II FIS Profile IJ FIRM IJ Community Determined IJ Other (Describe): BI 1. Indicate the elevation datum used for the BFE in B9: I XI NGVD 1929 IJ NAVD 1988 I Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? I Yes IJ No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: LjConstruction Drawings* IJBuilding Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 1929 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? IJ Yes IJ No ❑ a) Top of bottom floor (including basement or enclosure) 12 3 ft.(m) 4 CI b) Top of next higher floor 22 .6'} ft.(m) O c) Bottom of lowest horizontal structural member (V zones only) N /A. ft.(m) 1 E ❑ d) Attached garage (top of slab) 11 . 6 ft.(m) E ❑ e) Lowest elevation of machinery and /or equipment w m servicing the building 11 , 6 ft,(m) E 0 0 Lowest adjacent grade (LAG) 10 . 7 ft.(m) i O g) Highest adjacent grade (HAG) 1 . _ ft.(m) e ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade None 8 O i) Total area of all permanent openings (flood vents) in C3h N/A sq. in. (sq. cm) This certification is to be signed and sealed by a and surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER JOSE F. LOPEZ TITLE Land Surveyor & Mapper AD SS E. 2 th St., , 12 SIGNATURE i 9/251210.5 TELEPHONE 3086 COMPANY NAME J. F. LOPEZ & ASSOCIATES, INC. CITY STATE Ai al pall Florida ZIP CODE 33013 30S R16 -1899 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 131 NE 101 Street CITY STATE ZIP CODE Miami Shores Florida COMMENTS SIGNATURE COMMENTS LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 -31, AUG 99 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. For Insurance Company Use: Policy Number Company NAIC Number Highest crown of road elevation fronting property: 10.66 Ft., N.G.V.D. 1 -1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), completeltems El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. E:1. Building Diagram Number,. (Select the building:diagram most similar to the building for which this certificate is being completed – see. pages 6 and 7._ If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is LLI ft.(m) LI— lin•(cm) L above or. LI below - (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is LLI ft.(m) LL_lin.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?' I Yes Li No LI Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) I - I Check here if attachments The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. LI The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. LJ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. LJ The following information G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for LJ New Construction LI Substantia Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: TITLE TELEPHONE DATE . ft.(m) Datum: . ft.(m) Datum: 1J Check here if attachments REPLACES ALL PREVIOUS EDITIONS 5444 A) a.Xul4 from the desk of Marc Steven Saval Architect November 3, 2000 Miami Shores Village Director Frank Lubien Building Department 10050 N.E. Second Ave. Miami Shores Village, FL 33138 RE: Hyder Davie Residence 131 NE 101 Street Miami Shores, FL Permit No. 44875 Dear Building Official: I Marc Saval Architect, having performed and approved the required inspections, as indicated in the attached approved inspection log, hereby attest that to the best of my knowledge, belief and professional judgment, that structural and envelope components of the above referenced structure are in compliance with the approved plans and the other approved permit documents. I also attest to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of said structure. This document is being prepared in accordance with section 307.2 of the South Florida Building Code and is being submitted to the Dade County Department of Planning Development and Regulations at the time of the final inspectio • r the above referenced structure. Thank you, Marc -aval Architect AR 11119 enclosure Yew al STATEMENT OF INSPECTION 954 .385 .2100 • 954 .385 .8700 (fax) • 954 .412. 1261 (pager) • E mail: savalarch d..mindsprinq.com Suite 211 1112 Weston Road Weston, FL 33326 PERMIT' g . .i- .., i ..t: , : '. - D :- ::: .- ::. :: - : - . .,: ''';.: . - l' t f. : .s. ; CONTRACTOR: ;TYPE OF INSPECTION: FOUNDATION 7, f, Iv ,; : 01 .frf-re. COMMENTS: 4,1 j / ?Fir 'i.. ter :1 , APPROVED BY: 1 Y il:fr ....-1'- , , I __'i ' DATE: 1 `-' •,` ; :TYPE OF INSPECTION: REINFORCING i COMMENTS: 1 Fezolillt ,/ /,,,,, ' r i,J,..t4i.: r.i..., .71)'ij ' , P./ ee..-443-. APPROVED BY: A a -': DATE: .1 ;14 , , - SHEATHING * ;TYPE OF INSPECTION: ROOF TRUSS, BRACING AND COMMENTS .77. giWit 'Z4 t-ft./ 74 V 1E15 IPS ag-Itd,Sea 9/ 0 r 'APPROVED BY: DATE: TYPE OF INSPECTION WINDOWS AND DOORS COMMENTS: l ea 5 l Sik.fte.40/ EP-- (4"5 ' 1riP6 APPROVED BY: DATE: 1 TYPE OF INSPEC ON: AS-BUILT COMMENTS: APPROVED BY: DATE: TYPE OF INSPECTION: 0.1441afErPCIFAC] COMMENTS: frrA t ftfrP< AA-1.44-14Agef / 0-6 - ie - v . ti-sr,J ate,1 19Vdd)-3 / ' / , / APPROVED BY: &I'(/ - DATE: ; TYPE OF INSPECTION ECIFY] i 17)erPip `F/A(wp. COMMENTS: you-ii 492 R P.14 Aea,..13 • Ai AM) 7b7it_ y,,cti). APPROVED BY: DATE: LOG OF APPROVED INSPECTIONS TO COMPLY WITH SFBC 307.2 6L\11 e (._1 4(&/O( 5 r'171 3 MEMO MIAMI SHORES VILLAGE METRO-DADE MEMQ TO: All Building Officials in Dade County FROM: Charles Danger, P.E. Director DATE: March 14, 1995 Thank you for your cooperation in this matter. Enclosures: CD:jms D:\CODCON111.\NIUNICIP.A\INFONIUNI9500I401.SAM SUBJECT: Statement of Inspection Section 307.2 of the South Florida Building Code Revised Exhibit I Procedures for Compliance with Statement of Inspection SFBC Section 307.2 Exhibit I (Revised) Exhibit 2 Exhibit 3 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 We are enclosing a copy of Exhibit I of the Statement of Inspection that has been revised to eliminate the requirement of having the Architect or Engineer (A/E) do the inspections prior to the Building Official performing those inspections. We are enclosing the entire procedures that have been developed so that Building Officials and A/E comply with Section 307.2 of the South Florida Building Code. EXHIBIT 1 SUGGESTED LANGUAGE TO BE USED BY BUILDING OFFICIAL TO NOTIFY PERMIT HOLDER OF STATEMENT OF INSPECTION REQUIREMENTS BY THE ARCHITECT OR ENGINEER. THIS NOTICE CAN BE GIVEN TO THE PERMIT HOLDER IN A FORM OF A STAMP ON THE BACK OF THE PLANS ADJACENT TO THE APPROVAL STAMP OR AS A HANDOUT ATTACHED TO THE BUILDING PERMIT AT THE TIME THE PERMIT IS ISSUED. NOTICE OWNERS, CONTRACTORS, ARCHITECTS, ENGINEERS AND PUBLIC AT LARGE SECTION 307.2 OF THE SOUTH FLORIDA BUILDING CODE STATES: "A Statement of Inspection shall be required in connection with any construction for which this code requires architectural or engineered sealed plans. The Statement of Inspection shall be a statement in writing made and executed by the architect or engineer who sealed and signed the plans for the subject structure, attesting that to the best of his or her knowledge, belief and professional judgment, the structural and envelope components of the structure are in compliance with the approved plans and other approved permit documents. The Statement of Inspection shall also contain a statement that to the best of his or her knowledge, belief and professional judgment the approved permit plans represent the as -built condition of the structural and envelope components of the structure, For these purposes, the Building Official may in exigent circumstances and in his or her discretion, accept a substitute architect or engineer for the architect or engineer who signed or sealed the plans. Exigent circumstances shall include, but not be limited to, disagreement between the owner and the architect or engineer who sealed and signed the plans. Where threshold or special inspectors are used in accordance with this Code, the statement of inspection may be made and executed by the special inspector or threshold inspector. The Statement of Inspection shall be issued and dated following the completion of the work, and delivered as a condition precedent to the issuance by the Building Official of any temporary or final certificates of occupancy or completion. Prior to the issuance of a Statement of Inspection, the architect or engineer shall at a minimum perform those inspections which are required to be performed by the Building Official for the work involved." D:VD IRECOFF \SUBCOMM \INSPONMVINTER307.SAM TO COMPLY WITH THIS SECTION: THE PERMIT HOLDER MUST HAVE THE ARCHITECT OR ENGINEER (A/E) OF RECORD (OR IN EXIGENT CONDITIONS AND WHEN APPROVED BY THE BUILDING OFFICIAL, ANOTHER ARCHITECT OR ENGINEER) PERFORM AND APPROVE THOSE INSPECTIONS REQUIRED UNDER SECTION 305.2 OF THE SOUTH FLORIDA BUILDING CODE. THE A/E MUST KEEP AN "APPROVED INSPECTION" LOG AVAILABLE AT THE JOBSITE AT THE TIME THE BUILDING OFFICIAL PERFORMS THE REQUIRED INSPECTIONS. THE PERMIT HOLDER MUST SUBMIT TO THE BUILDING OFFICIAL, IN ADDITION TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY /COMPLETION A SIGNED AND SEALED STATEMENT OF INSPECTION FROM THE A /E. PROCEDURES FOR COMPLIANCE WITH STATEMENT INSPECTION SFBC SECTION 307.2 BUILDING OFFICIAL (B /O) RESPONSIBILITIES 1. MUST NOTIFY PERMIT HOLDER OF INSPECTION REQUIREMENT BY THE ARCHITECT OR ENGINEER (A/E) ( SEE EXHIBIT 1) AT TIME THE PERMIT IS OBTAINED. 2. MAKE SURE THAT NE HAVE PERFORMED THE PREVIOUS REQUIRED INSPECTION (SEE EXHIBIT 2). 3. MUST REQUIRE THAT A STATEMENT OF INSPECTION (SEE EXHIBIT 3) BE TURNED IN AT THE TIME A CERTIFICATE OF OCCUPANCY /COMPLETION (C.O. /C.C) IS APPLIED FOR. PERMIT HOLDER'S RESPONSIBILITIES 1. MUST HAVE THE REQUIRED INSPECTIONS APPROVED BY THE NE AND THE B/O 2. MUST KEEP AN INSPECTION LOG (SEE EXHIBIT 2) WITH ALL THE REQUIRED INSPECTIONS APPROVED BY THE NE. SUCH LOG MUST BE KEPT AT THE JOBSITE AND BE AVAILABLE FOR THE REVIEW OF THE B/O AT THE TIME OF INSPECTION. 3. MUST SUBMIT TO THE B/O THE STATEMENT OF INSPECTION SIGNED AND SEALED BY THE NE WHEN THE APPLICATION FOR C.O. /C.C. IS MADE. ARCHITECT /ENGINEER (A /E) RESPONSIBILITIES 1. MUST PERFORM ALL REQUIRED INSPECTIONS. ALL REQUIRED INSPECTIONS MUST BE APPROVED BY NE AND RECORDED ON AN INSPECTION LOG (SEE EXHIBIT 2) SUCH INSPECTION Lop MUST BE KEPT AT THE JOBSITE AND BE AVAILABLE FOR REVIEW BY THE B /O. 2. MUST MAINTAIN AN APPROVAL INSPECTION LOG (SEE EXHIBIT 2) AT THE JOBSITE WITH ALL REQUIRED APPROVALS. 3. MUST PREPARE, SIGN AND SEAL A STATEMENT OF INSPECTION (SEE EXHIBIT 3) AT THE TIME A C.O. IS APPLIED FOR. D:1 DIRECOFF \SUBCOMMIINSPOWMINTER307.SAM PERMIT # ADDRESS: A/E CONTRACTOR TYPE OF INSPECTION: FOUNDATION COMMENTS: APPROVED BY DATE: TYPE OF INSPECTION: REINFORCING COMMENTS: APPROVED BY DATE: TYPE OF INSPECTION: ROOF TRUSS, BRACING AND SHEATHING COMMENTS: APPROVED BY DATE: TYPE OF INSPECTION: FRAMING /FIRESTOPPING COMMENTS: APPROVED BY DATE: TYPE OF INSPECTION: WINDOWS AND DOORS COMMENTS: APPROVED BY DATE: TYPE OF INSPECTION: AS -BUILT (BUILDING ENVELOPE AND STRUCTURAL) COMMENTS: APPRQVED BY DATE: TYPE OF INSPECTION: OTHER (SPECIFY) COMMENTS: APPROVED BY DATE: TYPE OF INSPECTION: OTHER (SPECIFY) COMMENTS: APPROVED BY DATE: EXHIBIT 2 LOG OF APPROVED INSPECTIONS TO COMPLY WITH SFBC 307.2 0: \OIREC OFF\SUBCCMM\INSPO WNUNTER307. SAM (APPROVED BY <DATE> TO: <BUILDING OFFICIAL NAME> <MUNICIPALITY NAME> RE: <OWNER'S NAME> <ADDRESS OF PROJECT> <PERMIT NO.> <CONTRACTOR'S NAME> DEAR <BUILDING OFFICIAL NAME> EXHIBIT 3 DATE: STATEMENT OF INSPECTION I <NE >, having performed and approved the required inspections, as indicated in the attached approved inspection log, hereby attest that to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced structure are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of said structure. This document is being prepared in accordance with section 307.2 of the South Florida Building Code and must be submitted to the MUNICIPALITY'S NAME> Building Department in conjunction with the application for a Certificate of (either Occupancy or Completion) for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to contact me. Sincerely, <A/E SIGNATURE AND SEAL> O :. \INSPOWNVNTER307.SAM No. 2046 BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE (305) 795.2204 FAX (305) 756 -8972 CERTIFICATE OF OCCUPANCY Owner, Agent or Tenant of Building: Hyder Davie Date: November 14, 2000 Lot 18 & W 3419 Block 14 PB 10 -70 Subdivision Miami Shores Section 1 AMD Street Address 131 N. E. 101 Street, Miami Shores Approved use by occupancy: Single family residence Remarks: Permit No. 46040 (44875) This Certificate of Occupancy is issued to the above named owner for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. FRANK LUBIEN, BUILDING OFFICIAL December 20, 1999 City of Miami Shores 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Attention: Building Official Re: Permit Number 44875 - Davie Residence 131 N.E. 101st Street Effective December 8,1999 we were terminated as Contractor for Mr. Davie (see exhibit 1). Pursuant to our agreement with Mr. Davie he had 7 days to transfer the building permit to another Contractor (see exhibit 2), he has failed to do so. Please take this as formal notification to remove Shanco Construction Company as permit holder for Mr. Davie. Thank you for your attention on this matter. Sincerely, CfA Richard Shari President. My Commission Expires: SHANCO CONSTRUCTION COMPANY CBC 058735 Notary Public, State of Florida 20141 N.E. 21 ST AVENUE, MIAMI , FLORIDA 33179 EMAIL: USASHANCO @AOL.COM TEL (305) 931 -7794 Fax (305) 931 -7944 Via: Hand Deliver,/ S"2 -751 63. pS� /, � o -- Before me, a Notary Public, personally appeared R /Cf>�'►2rl 5 who did acknowledge before me �' eZS that he executed the foregoing for the uses and purposes therein set forth. In Witness Whereof, I have hereunto set my hand and official seal at 11013 County, Florida, this . 0 ,DYE -• , 1. day of MEMORANDUM EXHIBIT 1 H. R. DAVIE AND SON PROPERTY INVESTMENTS TO: Richard Shan of Shanco Construction Company FROM: Hyder R. Davie of H.R. Davie & Son Property Investments SUBJECT: Project at 131 NE. 101 Street Mani, Shores. Mr. Shan, December 8, 1999 Throughout the last several weeks I have had discussions with you about your untimely performance, and lack of communication and appearance, on my project (in Mani Shores). The truss problem you are aware of I have encountered 2 months ago, you have failed to rectify. Last week it came to my attention that the chimney that was built under your supervision was placed in a position detrimental to duct work installation. As you know, it was recommended by the Fireplace Company to demolish the existing chimney and erect a new one in the proper place. You have also failed to take responsibility and correct that situation. This has caused over cost, and serious delays. Lately I have been trying to contact you, and you have not returned my phone calls. that said, I am informing y that you are terminated as contractor of this project upon receipt of this lett& Ififie ch t[ey aitd truss situation is rectified within 10 days of this notice, you may restnng Work .at thiwpitoject. December 9, 1999 Hyder R.Davie 16165 N.W. 64" Avenue #331 Hialeah, Florida 33014 Re: Davie Residence 131 N.E. 1018' Street, Miami Shores Dear Mr. Davie, I acknowledge your termination of my services as Contractor for your project in Miami Shores. Pursuant to the terms of our agreement the following actions need to be taken on by you. 1. Per section 8.1 payment shall be made to contractor for work completed. Since 90% of the Roof Exterior and Framing are complete the amount of $4,050.00 is due in addition to the $455.00 laid out by Shanco Construction for concrete cutting. 2. Per section 8.2 you have 7 days or until December 17,1999 to transfer the permit to another person or company. You will also need to file a new Notice of Commencement. Your failure to fulfill either of these items will result in us taking action to protect our interests. I regret our relationship has ended on this note and wish you the best in the future. Sincerely, Richard Shan President SHANCO CONSTRUCTION COMPANY 20141 N.E. 21 AVENUE, MIAMI , FLORIDA 33179 EMAIL: USASMANCOOAOLCOM TEL (308) 931 -7194 FAx (308) 931 -7944 Certified Mail • Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can retum the card to you. • Attach this card to the back of the mailpiece, or on the front If space permits. . Article Addressed to: /'/QEl1 O 4v 4/4( No. . 6 4i /9reg Sui<r;i 331 tit /t 1, Ft- 53b 1Y t.. Reebicted DeirerY- (Erdal Fee) A. Remitted by Mime Print awry). I B. Dae otDelivery 1 D. lediI y .. . Nem1? 0lite If YES. delivery aide= below 0 No 3. Menke 1yoe Wc.I led Mw 0 Expels UM o Registered 0 Return Receipt for Memlrsrdbe o Insured Mai 0 C.O.D. 13 Yee 2. Article Number (Copy from service lobe° Z4p ( 18 PS Forth 3811, July 1999 , Domes* c Return Receipt 1025O6O9.M.1789 DAVIE RESIDENCE N.E. 101ST STREET MIAMI SHORES, FLORIDA PRODUCT CODE APPROVALS METRO-U4DE J 1 PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah FL 33012 Your application for Product Approval of: Series 4230 Aluminum Fixed 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. 9702, Sheets 1 and 2 of 2. (For listing, see Section 8 of this Notice of Acceptance) 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.:96- 1008.04 Expires:09 /16/00 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. Approved: 09/16/97 - Internet mail address: postmaster @buildingcodeonline.com ••-: • f..r 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 Raul Rodriguez Product Control Supervisor s anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com • Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 96- 1008.04 APPROVED : SEP 1 6 1997 EXPIRES : SEP 1 6 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves a fixed aluminum window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building and Other 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 4230 Aluminum Rectangular Fixed Window 1.3 Overall Size: a.) 3' 10" wide x 9' 0 -1/8" high x 2" deep - for 3/16" tempered glass. b.) 3' 1" wide x 6' 2" high x 2" deep - for 3/16" annealed glass. c.) 2' 2 -1/2" wide x 4' 5 -1/4" high x 2" deep - for 1/8" annealed glass. 1.4 Configuration: 0 1.5 No. & Size of Panels: None 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material: Extruded Aluminum alloy 6063 - T5 and 6063 - T6 2.2 Glazing • 2.2.1 Glazing Material: 2.2.1.1 Single Lite, 3/16" tempered glass. 2.2.1.2 Single Lite, 3/16" annealed glass. 2.2.1.3 Single Lite, 1/8" double strength annealed glass. 2.2.2 Glazing Method: Interior glazed using glazing tape and a .438" high x .394" deep x .050" wall extruded aluminum snap -on glazing bead (Part # SW -102) with a vinyl bulb between bead and glass. Glass bite dimension is 1/2" 2.2.3 Daylight Opening: 2.2.3.1 43 -3/8" wide x 105 -3/8" high. 2.2.3.2 34 -1/4" wide x 71- 5/16" high. 2.2.3.3 • 23 -7/8" wide x 50 -1/2" high. 2.3 Panel Construction: N/A 2.4 Frame Construction: 2.4.1 PERIMETER / HEADER / SILL & JAMB: 1.312" exterior /.938" interior face x 2.000" deep, .062" thick extruded aluminum (Part # SW -101), with a .438" high x .394" deep x .050" wall extruded aluminum snap -on glazing bead (Part # SW -102). 2.4.2 CORNER CONSTRUCTION: Butt joint construction with frame corners secured with two (2) #8 x I" PPH SMS. 2.5 Weather - stripping: None 2.6 Hardware: None 2.7 Weepholes: None Manue Perez, P.E. - Produ • ntrol Examiner Product ontrol Division • Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 96- 1008.04 APPROVED : SEP 1 6 1991 EXPIRES : SEP 1 6 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.8 Muntins: None 2.9 Reinforcement: None 2.10 Additional information: Flange type frame. 2.11 Sealant: The frame corners, glazing bead channel ends and installation fasteners sealed with white color sealant. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in Section 9. 3.3 Other configurations allowed: Triangle, Hexagon and Octagon shapes. 4. INSTALLATION: 4.1 Screws and Method of Attachment PERIMETER HEAD / SILL / JAMBS: #10 x 1 -1/2" SMS OR 3/16" x 2 -1/4" Tapcons fasteners, into wood or concrete respectively, spaced 6" from each frame corner and 16" o.c. maximum. Minimum embedment of 1 -1/2" into wood and 1 -1/4" embedment into masonry respectively. Note: Please see note #11, Page 3 4.2 Limit shim space to a maximum of 1/4 ". 4.3 Anchorage of the window shall be to concrete, masonry and/or wood framing and shall consist of only those anchors specified in this Notice of Acceptance . Substitution of anchor type or indicated embedment is unacceptable. 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 50018. 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 ". 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. 9702, Sheets 1 and 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 fo the •roposed ins . lati ' n. - 2a - Man Perez, P.E. - Produ 4, ntrol Examiner Produc ontrol Division Glazing: 3/16" Tempered Glass TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.15 CFM/FT2) 0.03CFM /FT FTL -1419 UNIFORM STATIC PRESSURE (DESIGN LOAD) SFBC PA 202 -94 POSITIVE 3/16" tempered glass +90.0 PSF FTL -1419 +90.0 PSF FTL -1419 UNIFORM STATIC PRESSURE (DESIGN LOAD) SFBC PA 202 -94 NEGATIVE 3/16 "tempered glass -90.0 PSF FTL -1419 -90.0 PSF FTL -1419 WATER RESISTANCE (PSF) SFBC 202 -94 +15.0 PSF FTL -1419 +100.0 PSF FTL -1419 UNIFORM STATIC PRESSURE (FULL TEST LOAD) SFBC PA 202 -94 POSITIVE +135.0 PSF FTL -1419 +90.0 PSF FTL -1419 UNIFORM STATIC PRESSURE (FULL TEST LOAD) SFBC PA 202 -94 NEGATIVE -135.0 PSF FTL- 1419 -90.0 PSF FTL -1419 FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2(b)(5) N.R. Design Pressure Rating (Positive) +90.0 PSF Design Pressure Rating (Negative) -90.0 PSF For Design Pressure Rating vs. Window Size, see "Allowable Design Pressure" Table in Dwg. No. 9702. • Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 96- 1008.04 APPROVED : SEP 1 6 1997 EXPIRES : SEP 1 6 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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 Note: The installation of this unit will require a hurricane protective system. 7. TESTS PERFORMED • RESULTS: -2b- Qy& Manuel erez, P.E. - Product trol Examiner Product ontrol Division Glazing: 3/16" Annealed Glass TEST RESULTS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.15 CFM/FT 0.03CFM /FT2 FTL -1420 — ----- --- UNIFORM STATIC PRESSURE (DESIGN LOAD) SFBC PA 202 -94 POSITIVE 3/16" annealed glass +40.0 PSF FTL -1420 +40.0 PSF FTL -1420 UNIFORM STATIC PRESSURE (DESIGN LOAD) SFBC PA 202 -94 NEGATIVE 3/16" annealed glass -40.0 PSF FTL -1420 -40.0 PSF FTL-I420 WATER RESISTANCE (PSF) SFBC 202 -94 +12.0 PSF FTL -1420 +80.0 PSF FTL -1420 UNIFORM STATIC PRESSURE (FULL TEST LOAD) SFBC PA 202 -94 POSITIVE +60.0 PSF FTL -1420 +40.0 PSF FTL -1420 UNIFORM STATIC PRESSURE (FULL TEST LOAD) SFBC PA 202 -94 NEGATIVE -60.0 PSF FTL -1420 -40.0 PSF FTL -1420 FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2(b)(5) N.R. Design Pressure Rating (Positive) +40.0 PSF Design Pressure Rating (Negative) -40.0 PSF For Design Pressure Rating vs. Window Size, see "Allowable Design Pressure" Table in Dwg. No. 9702. • Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 96- 1008.04 : continued APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: -2c- Manu:1 Perez, P.E. - Produc'trol Examiner Product ontrol Division SEP 1 6 1997 SEP 1 6 2000 Glazing: 1/8" DSB Annealed Glass TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.15 CFM /FT 0.03CFM /FT FTL -1421 UNIFORM STATIC PRESSURE (DESIGN LOAD) SFBC PA 202 -94 POSITIVE 1/8" annealed glass +45.0 PSF FTL -1421 +45.0 PSF FTL -1421 UNIFORM STATIC PRESSURE (DESIGN LOAD) SFBC PA 202 -94 NEGATIVE 1/8" annealed glass -45.0 PSF FTL -1421 -45.0 PSF FTL -1421 WATER RESISTANCE (PSF) SFBC 202 -94 +12.0 PSF FTL -1421 +80.0 PSF FTL- 1421 UNIFORM STATIC PRESSURE (FULL TEST LOAD) SFBC PA 202 -94 POSITIVE +67.5 PSF FTL -1421 +45.0 PSF FTL -1421 UNIFORM STATIC PRESSURE (FULL TEST LOAD) SFBC PA 202 -94 NEGATIVE -67.5 PSF FTL -1421 -45.0 PSF FTL -1421 FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2(b)(5) N.R. --- Design Pressure Rating (Positive) +45.0 PSF Design Pressure Rating (Negative) -45.0 PSF For Design Pressure Rating vs. Window Size, see "Allowable Design Pressure" Table in Dwg. No. 9702. Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 96- 1008.04 APPROVED : SW 1 6 1997 EXPIRES : SEP 1 6 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: -2d- Manu Perez, P.E. - Product Produ ontrol Division • Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 96- 1008.04 APPROVED SW 1 6 1997 EXPIRES SEP 1 6 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report 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 along with installation diagram of a "Series 4230 Aluminum Fixed Window" with 3/16" tempered glass, prepared by Fenestration Testing Laboratory, Inc., Report No. FTL-1419, dated April 2, 1996, signed and sealed by Gilbert Diamond, P.E. 8.1.2 Test report 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 along with installation diagram of a "Series 4230 Aluminum Fixed Window" with 3/16" annealed glass, prepared by Fenestration Testing Laboratory, Inc., Report No. FTL-1420, dated April 2, 1996, signed and sealed by Gilbert Diamond, P.E. 8.1.3 Test report 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 along with installation diagram of a "Series 4230 Aluminum Fixed Window" with 1/8" annealed glass, prepared by Fenestration Testing Laboratory, Inc., Report No. FTL -1421, dated April 2, 1996, signed and sealed by Gilbert Diamond, P.E. 8.2 Drawings: 8.2.1 Manufacturer's die drawings. 8.2.2 Manufacturer's Test Unit drawing No. SW -1000, dated 4/16/96 by Sunshine Window Mfg. Inc. 8.2.3 Drawing No. 9702, "Series 4230 Aluminum Rectangular Fixed Window ", Sunshine Window Mfg., Inc., dated 6/24/97, Sheets 1 and 2 of 2, prepared by Mfr., signed and sealed by K.A. Whitfield, P.E. 8.3 Calculations: 8.3.1 Comparative Analysis and Anchor Calculations, dated 4/23/96, pages I thru 18 of 18, prepared by Applied Engineering Concepts, signed and sealed Yamil Gerardo Kuri, P.E. 9. COMPARATIVE ANALYSIS: See "Allowable Design Pressure" table corresponding to each geometrical shape on attached Drawing No. 9702, Sheets 1 and 2 of 2, bearing the Dade County Product Control stamp. 10. TYPICAL DOOR ELEVATION: For typical elevation and cross sections of each geometrical shape, see attached Drawing No. 9702, Sheets 1 and 2 of 2, bearing the Dade County Product Control stamp. -2e- Manu Perez, P.E. - Product Produ ontrol Division Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 96- 1008.04 • SEP 1 B 1997 SEP 1 6 2000 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: "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 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 copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(e) and this last page 3. Items 10, 11 & 12 listed below only apply to glazed 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, Chaiec. 6 of the South Florida Building Code. Manue erez, P.E. - Product Co Examiner Produ roI Division END OF THIS ACCEPTANCE - 3 - 1 -2°°0 7 317 1 � 000 Try PART Ns. SW -101 . lElYL t t 0.39 0.395 PART Ns. SW -102 9063 -r6 SV -IO2 SW U�U SCC MULLION APPROVALS FOR MIA-LIEN TYPE 104 SIZE NA2F ROUND MCALELEY.AIIBB II!!!!!!!!!Isr- .� '.' P ji sv -lol • 10 S.MS. INTO 01000 W )/4• Ws. EMBEDMENT 09 3/16' x 2 -I/•• IAPCONS AT 16' OC. AVG, TYPICAL 501 -102 )/16 ANNEALED OR TEMPERED GLASS 0R I /B' DSB ANNEALED GLASS • • SFCT)ON A —A 1 BY DR 2 99 VDDD Bug( 3/16' ANNEALED OR TEMPERED GLASS —OR I/O DSB ANNEALED GLASS SV -102 TYPICAL AT 16 0.C. AVO. -3/16' 4 2 -1/4• TAPCONS V/ 3/4' HIM EMBEDMENT DR • 10 SAS. INTO 01000 SECTION R - R SW -tat I fl 01 000 BOCK 1 BY OR 2 BY 1/4 NMI \PSHIM r I / 4- MAX, \PSHIN rwicu FT FVATTON ittAR V -' YSYS u .M ANOf6 A.AIY GINS1816L VDODV NONFACSMID4 DC. SCRIa4270 ALININ N FD® CIRCLE BASE ON F11. 6 1419J420J40 KELM LOAD OPACITY WV) DE21O1 LOAD CAPACITY 091 1111•1•0)1.1N1 A ... .:MDr.7. 1.1.I1:II..: �•i:I I a'Hi..: W..VEM sT♦onu ∎6=1111I:u1 ∎s a l�Zt•ttSL �r�t�•�: =OI LOAD OPACITY 0•>T it /F1C::L •a�tr. ? �r.r.T. .. .^' „ ��I1:iL;:S f.•vu I'.4� ■ll.emmoIt•r-ww•rt•.1M =1 `ISIiJ���t♦�� MAI MillMYL••rairII=I■ tr•1■■90••■■, iZ��: �r.Tr�G �ri�F�0B71•tt'ri— �7•tF>• B B w w COMPARATIVE ANALYSIS TABLE BASED ON 1.) FTL -1419 OF 04 -02 -96 NOTES TEST SIZE - 46” x 108 - 1 TEST LOADS - •135.0. -135.0 PSF DESIGN LOADS - .90.0. -90.0 P50 WATER INFILTRATION TEST - 15 PSF TESTED GLASS - 3/16" - TEMPERED 2.) 091 -1420 OF 04 -02 -96 TEST SIZE - 37" x 74- 9(59 LOADS - +60.0.' -60.0 PSF DESIGN LOADS - +40.0. -40.0 PSF WATER INFILTRATION TEST - 12 PSF TESTED GLASS - 3/16 - ANNEALED 3.) FTL -1421 OF 04 - - TEST SIZE - 26 -1/2- x 53-1/4 - TEST LOADS - +67.5. -67.5 PSF DESIGN LOADS - .45.0. -45.0 PSF WATER INFILTRATION TEST - 12 Psr TESTED GLASS - I /6" 058 - ANNEALED WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOA05 TO THE STRUCTURE. 4N2sOR CONDITIONS NOT DESCRIBED 04 THIS APPROVAL TO BE ENGwEERE° SEPARATELY. 90060YE0 AS COMPLY NG YATN TNF SOUTH FLORIDA BUILDING NGCODE rnI 01. 01005 L/ BUILDING COO! COMPLIANCE OITICE ACCEPTANCE NO qG - IOBfT. OH Env: •ELVY• W•r1t[LD. P.C. RA. PEI 2 0 S cc a v C. OAT: DA-H-er PAIL ./7 •AAr- VA, • • • O6O.m •r. DRAWING No. 9702 SHEET 1 OF 2 • • WINDOW SIZE W . N newts Mina. Allowable Des16n Pressure- PSF FTL. -1426 3/16' TEMPERED GLASS NUMBER OF ANCHORS F TL -1424 3/16' ANNEALED GLASS NUMBER OF ANCHORS FTL - 1 4 25 1/8' DSB ANNEALED GLASS NUMBER OF ANCHORS Hood s71 ., Jomb Head 571 .. Jomb Sill Jomb EXT.I INT. EXT. INT. EXT. , INT. 46 . 108 90 90 3 7 -- -- -- -- -- -- -- 30 37 .• 308 100 106.3 3 7 -- -- -- -- -- -- -- 315 26 . 108 100 142.5 2 7 -- -- -- -- -- -- -- -- 19 . 108 100 168.1 2 7 -- -- -- -- '- -- 46 . 91 94.8 94.8 3 6 -- -- -- -- -- -- -- 37 • 91 100 110.6 3 6 -- -- -- -- -- -- -- 26 • 91 100 146.2 2 6 -- -- -- -- -- -- -- -- 19 . 91 100 191.6 2 6 -- -- -- -- -- -- -- -- 46 . 74 100 102.8 3 5 -- ` -- -- -- -- -- -- -- 37 • 74 100 117.5 3 5 40.1 40.1 2 • -- -- -- -- 26 • 74 100 152.1 2 5 51.8 51.8 2 4 -- -- -- -- 19 . 74 100 196.8 2 5 67 67 2 • -- -- -- -- 46 • 63 100 1 1 1.6 3 • -- -- -- -- -- -- -- -- 37 • 63 100 124.7 3 • 4 2.5 4 2.5 2 3 -- -- -- -- 26 • 6.3 100 171.6 2 • 58.4 58.4 2 3 -- -- -- -- 19 . 63 100 202 2 4 68.8 68.8 2 3 -- -- -- -- 46 . 5.3 100 125.2 3 • -- -- -- -- -- -- -- -- 37 • 53 100 1 35.3 7 • 46.1 46.1 2 3 -- -- -- -- 26 • 53 100 166.1 2 • 56.5 56.5 2 3 4 5.6 45.6 2 3 19 • 5.3 100 209 2 • 71.2 71.2 2 3 47.4 47.4 2 3 46 • 38 100 146.1 3 3 49.7 49.7 2 2 -- -- -- -- 37 . 38 100 171.7 3 3 56.4 58.4 2 2 -- -- -- -- 26 • 38 100 190.5 2 3 64.9 64.9 2 2 52.3 52.3 2 2 19 . 38 100 228.7 2 3 77.9 77.9 2 2 62.8 62.8 2 2 46 a 26 100 174.7 3 2 59.5 59.5 2 2 48 48 2 2 37 • 26 100 193.2 3 2 65.8 65.8 2 2 53.1 53.1 2 2 26 • 26 100 250.6 2 2 85.3 85.3 2 2 68.9 68.9 2 2 19 • 26 100 Z70.2 2 2 90 90 2 2 7 4.3 74.3 2 2 WINDOW HEIGHT / / / 1/8' DSB ANNE ALSO / OR 3/16 ANNEALED OR TrWKNFn GLASS. \/ N TYPICAI Fl FVATION• APPROVED AS COMPLYING WiWI THE SOUTH FLORIDA BUILDING CODE DAT SIF 1 BY PRDDUCf.LONTR DIVI510 BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO% • 1oOg• L.q.e .ELV 1.1e•rRLD. P.E. FLA PE / 24140 1 a P4 r• c 0 0 0 0 5 a 0 at 0 2 OAR: 06-1.-47 tort: .a4 04090 n' DRAWING No. 9702 SHEET 2 or 2 w9N009 HEIGHT 16" NAO. T / 649 Iy0 WINDOW W1DTH R -TANCU AR TYPIF:AI Fl FVATION 1 /9 use ANNEALED OR 3/16 ANNEKCD OR TEMPERCD GLASS • Mes. Allowable Demo Pressure- PSF No. FTL- 1426 FTL -142 FR-1425 WINDOW of HEIGHT 3 / 16 ' TEMPERED 3/16" ANNEALED 1 /8' 058 ANNEALED Anc hors GLASS GLASS GLASS EXT. INT. EXT.1 INT. EXT.I INT. 46" 100 214 53 53 30 30 TWO 36' 100 358 80 89 50 50 PER SIDE 29' 100 315 80 141 80 80 ONE 2 100 460 80 2 80 120 PER SIDE WINDOW HEIGHT / / / 1/8' DSB ANNE ALSO / OR 3/16 ANNEALED OR TrWKNFn GLASS. \/ N TYPICAI Fl FVATION• APPROVED AS COMPLYING WiWI THE SOUTH FLORIDA BUILDING CODE DAT SIF 1 BY PRDDUCf.LONTR DIVI510 BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO% • 1oOg• L.q.e .ELV 1.1e•rRLD. P.E. FLA PE / 24140 1 a P4 r• c 0 0 0 0 5 a 0 at 0 2 OAR: 06-1.-47 tort: .a4 04090 n' DRAWING No. 9702 SHEET 2 or 2 w9N009 HEIGHT 16" NAO. T / 649 Iy0 WINDOW W1DTH R -TANCU AR TYPIF:AI Fl FVATION 1 /9 use ANNEALED OR 3/16 ANNEKCD OR TEMPERCD GLASS • • • METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah FL 33012 Your application for Product Approval of: Aluminum Tube Mullions (I x 2, 1 x 3 & I x 4) Un- clipped 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. M95 -15D, Sheet 1 of 1. (For listing, see Section 8 of this Notice of Acceptance) 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.:95- 1212.04 Expires:05 /02/99 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Approved: 05/02/96 CONDITIONS BUILDING CODE COMMITTEE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodfiguez Product Control Supervisor 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 • • • Sunshine Windows Mfg. Inc, ACCEPTANCE No.: 95- 1212.04 1. DESCRIPTION OF UNIT 1.1 1.2 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS MAY 0 2 1996 MAY021999 This approves a structural mullion system for the windows specified below, designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine 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. Model Designation Sunshine Windows 1" x 2 ", 1" x 3" and 1" x 4" (Un- clipped) Aluminum Tube Mullions. (Non- reinforced). To be used to support only Sunshine Windows Series 2000 Single Hung Windows with a current Notice of Acceptance. 2. MATERIAL CHARACTERISTICS 2.1 The structural mullion consists of: 2.1.1 Main component is an extruded aluminum rectangular tube of 1/8" wall thickness. Tube dimensions are: 1" x 2 ", 1" x 3" and 1" x 4 ". Tube material is aluminum alloy 6063 -T5. 2.1.2 Additionally, both extruded aluminum jamb members (Part SSW -011), approved for the units listed in Section 1.2 2.2 Tested specimen: A side -by -side configuration, consisting of two 53 -1/8" wide x 63" high Series 2000 Single Hung Window units mulled together. Overall dimensions: 8' 10- 5/16" wide x 5' 3" high overall 3. LIMITATIONS 3.1 This approval applies to un- clipped structural mullions to be installed vertically, as shown in Section 10. 3.2 Mullions are to be used only to support Sunshine Windows Series 2000 Single Hung Windows with a current Notice of Acceptance. 3.3 The maximum mullion span (length) shall be: 74 -1/4" 3.4 For Design Pressure Rating vs. Mullion length, see "Anchor/Mullions Design Capacity Chart" on Drawing No. M95 -15D, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 3.5 For anchoring condition, see "Anchors" Load Chart for each anchor type: "A" (with one screw on each side of mullion) OR "B" (with two screws on each side of mullion) as shown on Drawing No. M95 -15D, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 3.6 Both mullion and anchor design pressure rating, per load charts, must meet or exceed the pressure requirement for the opening in which it is to be installed. 3.7 Window sizes and design pressures are to be limited only to those appearing on Charts referenced above and also listed in the individual window's Notice of Acceptance. Ma el P rez, P.E. Plans aminer 11 Produ Control Division • Sunshine Windows Mfg. Inc, ACCEPTANCE No.: 95- 1212.04 -2a- APPROVED : MAY 0 2 1996 EXPIRES : MAY 0 2 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION: 4.1 Vertical Application only: This is an unclipped mullion, therefore no clip angle is required to be installed to independently support the mullion. Windload is transferred at each end of mullion to sill/head members through four (two per corner) #8 x 1" SMS through head (and sill) into jamb screw splines. 4.1.1 Anchor Type A Using two 3/16" x 1 -3/4" Tapcons at 4" inches from each side of mullion centerline, thru the head with Tapcons directly into a 2x wood buck (1" min. embed) and thru the sill with two Tapcons directly into a precast concrete sill with a minimum embedment of 1", as shown on Cross Section, Drawing No. M95 -15D, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 4.1.2 Anchor Type B Using four 3/16" x 1 -3/4" Tapcons, one at 4" inches from each side of mullion centerline and another spaced at 2 -1/2" o.c. from the first, at each side thru the head with Tapcons directly into a 2x wood buck (1" min. embed) and also thru the sill with Tapcons directly into a precast concrete sill with a minimum embedment of 1 ", as shown on Cross Section, Drawing No. M95 -15D, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 4.2 For anchoring requirements of each window installation, please see Section 4 of each window's individual Notice of Acceptance. 4.3 Attachments of sub -bucks shall be designed by the Architect or 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 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each mullion shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance, with mullion and anchor options indicated. 6.1.2 The Notice of Acceptance of each window attached to mullion. 6.1.3 Completely dimensioned drawing showing size and location, including height above grade of openings to receive mullion & windows, mean roof height, length and width of building. 6.1.4 Manufacturer's installation instructions. Manu I Perez, P.E. Plan Product Control Division xaminer 11 TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.37 CFM/FT 0.25 CFM/FT FTL -1360 - UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 POSITIVE +59.5 PSF FTL -1360 +59.5 PSF FTL -1360 UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 NEGATIVE -59.5 PSF FTL -1360 -59.5 PSF FTL -1360 WATER RESISTANCE (PSF) SFBC PA 202 -94 +8.90 PSF FTL- 1 360 +59.3 PSF FTL- 1 360 UNIFORM STATIC PRESSURE AT FULL TEST LOAD ASTM E330 PA 202 -94 POSITIVE +89.0 PSF FTL -1360 +59.3 PSF FTL -1360 UNIFORM STATIC PRESSURE AT FULL PEST LOAD ASTM E330 PA 202 -94 NEGATIVE -89.0 PSF FTL -1360 -59.2 l'SF FTL -1360 This is a verification test only. For Design Pressure Rating vs. Mullion length and Anchor type, see Chart on Sheet 1 of I, of Drawing No. M95 -15D, bearing the Dade County Product Control approval stamp. Sunshine Windows Mfg. Inc, ACCEPTANCE No.: 95- 1212.04 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of mullion and windows to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: This mullion cannot be installed as part of an impact resistant unit. 7. TESTS PERFORMED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 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 along with installation diagram of window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1360, dated January 17, 1996, re- issued on 1/22/96 and 1/17/96, signed and sealed by Gilbert Diamond, P.E. 8.2 Drawing: 8.2.1 Drawing No. M95 -15D, Sunshine Windows Mfg. Inc., "Single Hung Window (2000) " Sheet 1 of 1, prepared by Al- Farooq Corporation, dated 11/17/95, revised on 2/8/96, signed and sealed by Humayoun Farooq, P.E. 8.2.2 Manufacturer's die drawings and sections. 8.3 Calculations: _ 8.3.1 Structural mullion and anchorage calculations prepared by AI- Farooq Corporation, dated 10/19/95, signed and sealed by Humayoun Farooq, P.E. 2b APPROVED EXPIRES • • • • MAY 0 2 1996 MAYO 2 1999 aUel Mantel Perez, P.E. Plalrxaminer II Product Control Divisio • • Sunshine Windows Mfg. Inc. ACCEPTANCE No.: 95- 1212.04 APPROVED : MAY 0 2 1996 EXPIRES : MAY 0 2 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: See Mullion and Anchor Load Chart on Drawing No. M95 -15D, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 10. TYPICAL MULLION SYSTEM CROSS SECTIONS: For typical mullion system cross section and for anchoring details, see Drawing No. M95 -15D, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. Manus Perez, P.E. Plans Ee finer 11 Product Control Division Sunshine Windows Mfg. Inc. ACCEPTANCE No.: 95 - 1212.04 MAY 0 2 1996 MAY 0 2 1999 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: "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 purposes. 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. I f 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. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed 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 tested. The spacing of fasteners in all other parts of the frame, shall be as tested, 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. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE - 3 - WO/ —1 Manu Perez, P.E. Plans E. finer II Product Control Division SZES DESIGN CAPACITY -PSF WINDOW WIDTH (IN.) DIMS HEIGHT (IN.) ANCHORS MUWONS HEAD AND SILL W L A B 112 1x3 11L4 19.125 28.5 37 53.125 28 183.2 366.5 300.0 300.0 300.0 170.4 340.8 300.0 300.0 300.0 170.4 340.8 300.0 300.0 300.0 170.4 340.8 227.5 300.0 300.0 19.125 28.5 37 53.125 38.375 104.5 209.1 290.1 300.0 300.0 86.5 173.0 209.4 300.0 300.0 78.3 156.7 150.0 234.6 300.0 78.2 156.5 104.5 163.4 223.8 19.125 26.5 37 53.125 50.625 73.3 146.7 166.7 260.8 300.0 58.2 116.3 120.3 188.2 257.8 48.5 96.9 86.2 134.8 184.7 44.9 89.9 60.0 93.91 128.6 19.125 26.5 37 53.125 63 56.4 112.7 89.3 168.4 230.7 43.7 87.4 64.4 121.5 166.5 35.0 70.0 46.2 87.0 119.2 29.8 59.5 32.1 60.6 83.0 19.125 26.5 37 53.125 74.25 48.6 93.1 54.5 103.01 166.1 35.6 71.3 39.4] 74.4 119.9 27.9 55.8 28.2 53.3 85.8 59.81 22.7 45.5 19.6 37.11 1 OR 2 SCAMS AT DOI SIDE OF MEALS A - 1 SCREM EACH SUE - CONNECTION TO STRUCTURE ....[ B - 2 =MO O EACH SIDE VR HOUT WIUON CUFF � 1 I I ( ` ; 1 -VINR1V VEOTM ' VENOM/ M ALL moon WIDER DWI 26 -1/2" TO HAVE FASTENERS AT CODER OF HEAD 61 STU.. FOR OTHER PERIMETER ANCHORS REFER TO PRODUCT APPROVAL. ANCHORING CONDITIONS VARYING FRL.I 1::0SE SHOWN IN THESE CAFLULATIONS SUS TO SEPARATE ENGINEERD4. REVIEW. • Is - .695 IN.' - .560 IN TYPICAL MUWON SEE NIP! ION GRAPHS FOR WOOD SEE CORRESPONDING COMPARATIVE ANALYSIS HEAD & SILL ANCHORS FOR MULLED WINDOW$ W /OUT MULLION CUP WOOD BUOCS NOT BY SUNSHINE WINDOWS MUST SUSTAIN LC. •S IMPOSED 3/16" TAPCONS 1" MIN. EMBED. 5/16' MAX- 3 16" TAPCONS 1 IAIN. EMBED. 5/16' MAX PRECAST CONC. SILL MUWONS CONTAINING FRAME MEMBER # SSW -01 AT EACH SIDE Ji0$IZQNTAL OR VFRT1CAI. SEE WOOOW OR DOOR APPRWAL FOR FASTENERS SIZES ANC SPACING 2ffILL PBOPbRTIES Iz - 1.313 IN.' Sz - .876 IN ��. Tz - 2.400 IN Sz - 1.200 INS • RECTANGULAR ALUMINUM TUBE MULLIONS (UN- CUPPED) WINDOW FRAME MEMBER iii SSW-01 1 INCLUDED IN PROPERTIES, APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAFT M RY Z i� 192.6L BY PRODU&CONTROI OIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Q� - 1 212.0 4 4 INSTRUCTIONS; USE MUWON /ANOIOR LOAD CHART AS FOLLOWS. ST1 DERRUNE DESIGN LOAD REOUIREO PER ASCE 7 -66, FOR PARTICULAR OPINING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. 511Er_a USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL USING INUWON LOAD CHETERMINE MUWON +�� CAPACITY WF6CN MUST EX D CEED THE OES16N 1.040 SPECIFIED IN STEP 1 ABOVE 5rEP 5 DESIG USING N RATING ANCHOR ML04ORE D CHART T DESIGN CT ANCHO WITH THAN LO SPECIFIED IN STEP 1 ABOVE AD NOTES; 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REOUIREMENTS 1.E '*ND LOAD. AN & WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.) 3. ANY CONORIONS NOT COVERED IN THIS SUBMTRAL SUBJECT TO SEPARATE ENGINEERING RENEW. 4 ALL MUWONS TO BE ALLOY 6063 -15. ENOMEER: HUMAYOUN FAR000 PE } 16357 'FEB 081996 U 4.• u z 0 0 0 A z v 3 x 1 C0 z IA W U 1. oN n z a' G: rn n I w a z3 z Z W O in S � • • • - 0 METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah FL 33012 Your application for Product Approval of: Aluminum Tube Mullions (1 x 3 & 1 x 4) Clipped 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. M95 -15E, Sheet 1 of 1. (For listing, see Section 8 of this Notice of Acceptance) 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.: 95-1212.03 Expires:04 /08/99 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: 04/08/96 CONDITIONS BUILDING CODE COMMITTEE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor s anger, Director Building Code Compliance Dept. Metropolitan Dade County • Sunshine Windows Mfg. Inc, NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves a structural mullion system for the windows specified below, designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine 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 Sunshine Windows 1" x 3" and 1" x 4" Clipped Aluminum Tube Mullions. (Non- reinforced). To be used to support only Sunshine Windows Series 2000 Single Hung Windows with a current Notice of Acceptance. 2. MATERIAL CHARACTERISTICS 2.1 The structural mullion consists of: 2.1.1 Main component is an extruded aluminum rectangular tube of 1/8" wall thickness. Tube dimensions are: 1" x 3" and 1" x 4 ". Tube material is aluminum alloy 6063 -T5. 2.1.2 Additionally, both jamb members (Part SSW -011), approved for the units listed in Section 1.2. 2.2 Tested specimen: A side -by -side configuration, consisting of two 26 -1/2" wide x 50 -5/8" high Series 2000 Single Hung Window units mulled together. Overall dimensions: 4' 5 -1/8" wide x 4' 2 -5/8" long overall 3. LIMITATIONS 3.1 This approval applies to structural mullions to be installed vertically or horizontally, as shown in Section 10. 3.2 Mullions are to be used only to support Sunshine Windows Series 2000 Single Hung Windows, with a current Notice of Acceptance. 3.3 The maximum mullion span (length) shall be: 74 -1/4 ". 3.4 For Design Pressure Rating vs. Mullion length, see "Anchor/Mullions Design Capacity Chart" for each mullion size (1" x 3" and 1" x 4 ") on Drawing No. M95 -15E, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 3.5 Both mullion (size and span), as well as anchor (type) selected design pressure rating, per load charts, must meet or exceed the pressure requirement for the opening in which it is to be installed. 3.6 Window sizes and design pressures are to be limited to those appearing on Charts referenced above and listed in their individual Notices of Acceptance. 4. INSTALLATION: 4.1 Vertical or Horizontal Applications: 4.1.1 Clip Angles ACCEPTANCE No.: 95- 1212.03 APPROVED APR 0 8 1996 EXPIRES APR 0 8 19 9 9 Man ' erez, P.E. Plan Product Control Division amines I1 • • Sunshine Windows Mfg. Inc. ACCEPTANCE No.: 95- 1212.03 APPROVED • APR 0 8 1996 EXPIRES : APR 0 8 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Two 1 1/2" x 1 1/2" x 1/8" x 1 1/2" long aluminum clip angles (one on inside of each side of tube) secured at each end of the mullion (two per end, totaling 4 clip angles) using two #10 x 1 -1/2" SMS spaced 1 5/8" apart and anchored with two 3/16" Tapcons (1 per angle) directly into a precast concrete sill with a minimum embedment of 1 1/2 ", or to a 2x wood buck with a minimum embedment of 1 ", as shown on Drawing No. M95 -15E, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 4.1.2 Mullion Clip (Alternate to Clip Angles) A hat shaped mullion clip with 3" base, 2 1/4" high double legs (to fit inside tube), 1/8" wall thickness at the base and the length cut to fit tight inside the long side of tube, may replace the two - clip -angles conditions described above. This mullion clip shall be anchored to the structure as mentioned above and does not need to be fastened to the mullion tubes but permitted to just float inside the mullion. See Drawing No. M95 -15E, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 4.2 For anchoring requirements of each window installation, please see Section 4 of each window's individual Notice of Acceptance. Minimum anchoring of window's perimeter framing to transom mullion shall be #10 x 3/4" SMS spaced at 6" from ends & 24" o.c. max. 4.3 Attachments of sub -bucks shall be designed by the Architect or 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 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each mullion shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance, with mullion and anchor options indicated. 6.1.2 The Notice of Acceptance of each window or door attached to mullion. 6.1.3 Completely dimensioned drawing showing size and location, including height above grade of openings to receive mullion & windows or doors, mean roof height, length and width of building. 6.1.4 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of mullion and windows to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: This mullion cannot be installed as part of an impact resistant unit. -2a- Man erez, P.E. Plan (xaminer 11 Product Control Division TEST TEST LOADS DESIGN LOADS UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 NEGATIVE +157.0 PSF FTL -1359 +157.0 PSF FTL -1359 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 NEGATIVE +235.5 PSF FTL -1359 +157.0 PSF FTL -1359 This is a verification test only. For Design Pressure Rating vs, Mullion length, sec "Anchor /Mullions Design Capacity Chart" on Sheet I of 1, of Drawing No. M95 -15E, bearing the Dade County Product Control approval stamp. Sunshine Windows Mfg. Inc, ORMED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -1359, dated January 10, 1996, re- issued on 4/5/96, signed and sealed by Gilbert Diamond, P.E. 8.2 Drawing: 8.2.1 Drawing No. M95 -15E, Sunshine Windows, "Single Hung Windows 2000" Sheet 1 of 1, prepared by Al- Farooq Corporation, dated 11/17/95, signed and sealed by Humayoun Farooq, P.E. 8.2.2 Manufacturer's die drawings and sections. 8.3 Calculations: 8.3.1 Structural mullion and anchorage calculations prepared by Al- Farooq Corporation, dated 10/19/95, signed and sealed by Humayoun Farooq, P.E. 9. COMPARATIVE ANALYSIS: See "Anchor/Mullions Design Capacity Chart" on Drawing No. M95 -15E, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 10. TYPICAL MULLION SYSTEM CROSS SECTIONS: For mullion system cross sections and anchoring details, see Drawing No. M95 -15E, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. -2b- ACCEPTANCE No.: 95- 1212.03 APPROVED : APR 0 8 1996 EXPIRES : APR 0 8 1999 Manue. Perez, P.E. Plans Ex Product Control Division finer II Sunshine Winctows_M.fg. Inc, ACCEPTANCE No.: 95- 1212.03 APPROVED : APR 0 8 1996 EXPIRES : APR 0 8 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: "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 purposes. 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 copies need not be resealed by the engineer. 8. 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(b) and this last page 3. items 10. 11 & 12 listed below only apply to glazed 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 tested. The spacing of fasteners in all other parts of the frame, shall be as tested, 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. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE - 3 - Manuet efez, P.E. Plans Exa er II Product Control Division SIZES - DESIGN CAPACITY -PSF WINDOW WIDTH (IN.) DIMS HEIGHT (IN.) ANCHORS MUWONS HEAD AND SILL W L A A2 1x3 1x4 19.125 26.5 37 53.125 26 300.0 300.0 300.0 300.0 289.7 300.0 300.0 300.0 289.7 300.0 300.0 300.0 289.7 300.0 300.0 300.0 19.125 28.5 37 53.125 38.375 177.7 282.2 300.0 300.0 147.1 233.6 300.0 300.0 133.2 211.5 234.6 300.0 133.0 211.2 163.4 223.8 19.125 26.5 37 53.125 50.625 124.7 198.0 260.8 300.0 98.9 '157.0 188.2 257.8 82.4 130.8 134.8 184.7 76.4 121.4 93.9 128.6 19.125 26.5 37 53.125 63 95.8 1522 168.4 230.7 74.3 118.0 121.5 166.5 59.5 94.5 87.0 119.2 50.6 80.3 60.6 83.0 19.125 26.5 37 53.125 74.25 79.1 125.7 103.0 166.1 60.6 96.2 74.4 119.9 47.5 75.4 53.3 85.8 38.7 61.4 37.1 59.8 CONNECTION TO STRUCTURE WM4 MUWON CUP ANCHORS WINDOW 7 z ) L J (( f A )( 1 1 I -►- MINDEN WIDTH -+ - VINDOV VIDTH ALL WINDOWS WIDER THAN 26 -1 TO HAVE FASTENERS AT CENTER OF HEAD 6: SZU.. FOR OTHER PERIMETER ANCHORS REFER TO PRODUCT APPROVAL ANCHORING COMMONS VARYING FROM THOSE SHOWN IN THESE CALCULATIONS SUBJECT TO SEPARATE ENGINEERING REVIEW. .094 2250 I L125 ` 1 1219 .562 3.000 MULLION CUP (ALT. 113 ANGLES) 11115 CUP TO FLOAT INSIDE MULLION (NO SIDE FASTENERS READ.) HEAD & SILL ANCHORS FOR MIA 1 FD WINDOWS WITH MUWON CUPS 3116' TAPCONS 1 MIN. EM WOOD BUCKS NOT BY SUNSHINE WINDOWS MUST SUSTAIN LOADS IMPOSED TYPICAL. MUWON FOR WINDOW SEE CORRESPONDING COMPARATIVE ANALYSIS 10 X 3/4" S.M.S. 0 6' FROM ENOS & 24' 0.C. MAX 3 /JA1.3 UP TO 38 -318 HIGH 4 /JAMB OVER 38 -] 8- HIGH TYPICAL L • 5/16 MAX PRECAST CONC. 3/1 TAPCONS SILL 1 - /2" MIN. EMBED. 1 X 3 X 1 /6• ALUM TUBE TOTAL PROPERTIES Ix - 1.313 IN' Sx - .876 IN? FRAME JAMB / SSw # 10 S.M.S. 2/ ANGLE TYP. MUWON SEE MUWON GRAPHS 1 -1/2 X 2 X 1/8' ALUM ANGLE OR MUWON CUP MULLIONS CONTAINING FRAME MEMBER # SSW -011 AT EACH SIDE HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING TOTAL PROPERTIES Lx ■ 2.400 IN, Sz 1.200 IN? • SHIMSPACE NO LIMIT FOR ANCHOR T1PE 5/16' MAN( FOR ANCHOR TYPE 'A2' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA r1PRI g Igg e Q/ PRODUC u.TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE 6095-1 INSTRUCTIONS; USE MUWON /ANCHOR LOAD CHART AS FOLLOWS. ▪ 2 ▪ 3 STEP STEP 5 RFCTANGULAR ALUMINUM TUBE MULLIONS (CLIPPED) WINDOW FRAME MEMBER # SSW -011 INCLUDED IN PROPERTIES, NOTES; 1. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET 1118 APPUCARLE DADE COUNTY REOUIREMENTS I.E. WIND LOAD. NR & WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MUW3N5 TO BE ALLOY 6063 -TS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 - 88. FOR PARTCUWI OPENING USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. 115E CONNECTION TO MU WON AS PER PRODUCT APPROVAL USING MUWON LOAD CHART DETERMINE MUWON CAPACITY WHICH MUST DICES) THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR LOAD CHART SELECT ANCHOR WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ENGINEER: NUWYOUN FA/t000 PE / 16557 199' 1�E(. 0 0 0 0 z U z x z V1 drawing no. M95-1 5E ACCEPTANCE No.: 95- 1212.03 APPROVED : APR 0 8 1996 EXPIRES : APR 0 8 1999 TICE OF ACCEPTANCE STANDARD CONDITIONS ce (approval) shall be considered after a renewal application has been filed and the original including test supporting data, engineering documents, are no older than eight (8) years. n ucts shall be permanently labeled with the manufacturer's name, city, state, and the following - Product Control Approved ", or as specifically stated in the specific conditions of this -- will not be considered if: a change in the South Florida Building Code affecting the evaluation of this product and the ompliance with the code changes; no longer the same product (identical) as the one originally approved; ce holder has not complied with all the requirements of this acceptance, including the . n of the product; _ who originally prepared, signed and sealed the required documentation initially submitted , is mg the engineering profession. the materials, use, and/or manufacture of the product or process shall automatically be cause Pptance, unless prior written approval has been requested (through the filing of a revision e fee) and granted by this office. - -also be grounds for removal of this Acceptance: • erformance of this product or process; - -- -- - —Acceptance as an endorsement of any product, for sales, advertising or any other purposes. -- - .lumber preceded by the words Dade County, Florida, and followed by the expiration date - - -- -- + ising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done - as well as approved drawings and other documents, where it applies, shall be provided to the T its distributors and shall be available for inspection at the job site at all times. The copies engineer. - - section of this Acceptance shall be cause for termination and removal of Acceptance. ges 1, 2, 2(a) through 2(b) and this last page 3. 1) II 1 • w 1 • ire. _ . n • i i , it, in the Acceptance (approval), this unit is approved as a single unit installation. For unit, a separate Acceptance for mullions is required from the Product Control Section. window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall - shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each Fastener shall fully penetrate the buck, which shall be the same size as the one tested with shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of <ind doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South END OF THIS ACCEPTANCE -3- C! / /, ,c�. Manuel P.E. Plans Exa er 11 Product Control Division SIZES DESIGN CAPACITY -PSF WINDOW WIDTH (IN.) DIMS HEIGHT (IN.) ANCHORS MUWONS HEAD AND SILL W L A A2 1x3 1x4 19.125 28.5 37 53.125 26 300.0 300.0 300.0 300.0 289.7 300.0 300.0 300.0 289.7 300.0 300.0 300.0 289.7 300.0 300.0 300.0 19.125 26.5 37 53.125 38.375 177.7 282.2 300.0 300.0 147.1 233.6 300.0 300.0 133.2 211.5 234.6 300.0 133.0 211.2 163.4 223.8 19.125 28.5 37 53.125 50.625 124.7 198.0 260.8 300.0 98.9 '157.0 188.2 257.8 82.4 130.8 134.8 184.7 76.4 121.4 93.9 128.6 19.125 26.5 37 53.125 63 95.8 1522 168.4 230.7 74.3 118.0 121.5 166.5 59.5 94.5 87.0 119.2 50.6 80.3 80.6 83.0 19.125 28.5 37 53,126 74.25 79.1 125.7 103.0 188.1 60.6 96.2 74.4 119.9 47.5 75.4 53.3 85.8 38.7 81,4 37.1 , 59.8 CONNECTION TO STRUCTURE YMH MUWON CUP WINDOW ANCHORS > 3 L I I( f WINDOW WIDTH VINDOV WIDTH -•-1 ALL WINDOWS WIDER THAN 26 -1 /2' TO HAVE FASTENERS AT CENTER OF HEAD k SILL IM FOR OTHER PERIMETER ANCHORS REFER TO PRODUCT APPROVAL, ANCHORING CONDMONS VARYING rROM THOSE SHOWN IN THESE CALCULATIONS SUBJECT TO SEPARATE ENGINEERING REVIEW. .074 2230 123 1 1217 .562 3.000 MULLION CUP (ALT. To ANGLES) THIS CUP TO FLOAT INSIDE MUWON (NO SIDE FASTENERS REDD.) J-EAD do SILL ANCHORS FOR MULLED WINDOWS WITH MUWON CLIPS ,,.. • 3(16' TAPCONS 1 MIN. EMBED. WOOD BUCKS NOT BY SUNSHINE WINDOWS MUST SUSTAIN LOADS IMPOSED TYPICAL MUWON FOR WINDOW SEE CORRESPONDING COMPARATIVE ANALYSIS 10 X 3/4' S.M.S. 0 6' FROM ENDS & 24' 0.C. MAX 3 /JAMB UP TO 3e - e' 14101 4 /JAMB OVER 3e -3 e' HIGH TYPICAL • • 5/16' MAX PRECAST CONC. 3/16' TAPCONS SILL 1 -1/2' MIN. EMBED. 1 X 3 X 1/6' ALUM TUBE TOTAL PROPERTIES Iz = 1.313 IN. Si - .876 IN FRAME JAMB SSW -011 � 10 S.M.S. 2/ ANGLE MUWON SEE MUWON GRAPHS 1 - 1/2 X 2 X I/O' ALUM ANGLE OR MULUON CUP 1 X 4 X 1/8' ALUM TUBE MULLIONS CONTAINING FRAME MEMBER M SSW-01 1 AT EACH SIDE HORIZONTAL OR VERTICAL, SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING TOTAL PROPERTIES Ix - 2.400 IN Sz ° 1.200 IN? • SHIMSPACE NO WATT FOR ANCHOR TPE ° 5/16' MAX FOR ANCHOR TYPE 'A2' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT g 1996 DY Q / /IdD PROOUC u. TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE 109.5 212 .0,3 .`l l .51E2 _2 aS11P-3 STFP 5 RECTANGULAR ALUMINUM TUBE MULLIONS (CUPPED) WINDOW FRAME MEMBER # SSW-01 1 INCLUDED IN PROPERTIES, INSTRUCTIONS; USE MUWON /ANCHOR LOAD CHART AS FOLLOWS. NOTES; 1. ALL GLAZING PRODUCTS USED WRN THESE MUWONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD. NR a WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVEIONG (STUCCO. TILE ETC.) 3. ANY CONCRIONS NOT COVERED IN THIS SUBMTRAL SUBJECT TO SEPARATE ENGINEERING RENEW. 4. ALL MUW TO BE ALLOY 6063 -TS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -66, FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENT S. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL USING MUWON LOAD CHART DETERMINE MUWON CAPACITY WHICH MUST C CEED THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR LOAD CHART SELECT ANCHOR MN DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ENGINEERS U IMYOUN 'mom LS E, 1 2 zD g U O O Oo. Ch 04 0 t T .3 5 cr o Cr I z n m Ln O W D I Ong, 61 2 v 01 1 1 t 1 drawing no. M95 -15E sheet 1 of 1 • METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah FL 33012 Your application for Product Approval of: Series 1650 Aluminum Horizontal Sliding Window (Double Strength Annealed Glass) 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 for glazed products. This approval shall be valid for a period of four years. 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 Department may revoke, modify, or suspend the use of such product or material immediately. The Building •ode Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:95- 0213.06 Raul Rodfiguez Product Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR AND GENERAL Expires:02 /28/99 • pp roved: 05 /04/95 CONDITIONS BUILDING CODE COMMITTEE NOTE: THE INSTALLATION(1 ' TIIIS UNIT WILL REQUIRE A 1]CRRICANE PRO F.CT1VE SYSTEJL METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 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. Ls w anger, Director Building Code Compliance Dept. Metropolitan Dade County • • • METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah FL 33012 Your application for Product Approval of: Series 1650 Aluminum Horizontal Sliding Window (Double Strength Annealed Glass) 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 for glazed products. This approval shall be valid for a period of four years. 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 Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 95-0213.06 Raul Rodliguez Product Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Expires:02 /28/99 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: 05/04/95 CONDITIONS BUILDING CODE COMMITTEE NOTE: TAE INSTALLATION OF TIIIS UNIT WILL REQUIRE A UURRIC,I.NE PROTECTIVE SYSTEM METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372 -6339 Ls W anger, Director Building Code Compliance Dept. Metropolitan Dade County Sunshine Window Mfg. Inc. ACCEPTANCE No.: 95 - 0213.06 APPROVED MAY 0 4 1995 EXPIRES : February 28. 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 and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ". 1.2 Model Designation Series 1650 Aluminum Horizontal Sliding Window 1.3 Overall Size: 6' 2" wide by 5' 3" high x 2" deep 1.4 Configuration : XO 1.5 No. & Size of Vents: One operable vent: 37 5/16" by 59 5/8 ". 2.0 MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material: Aluminum alloy 6063 - 2.2 Glazing: 2.2.1 Glazing Material: Double strength annealed glass. 2.2.2 Glazing Method: Interior glazed using glazing tape and extruded alumimum snap -in glazing bead. 2.2.3 )<)aylight Opening: Fixed vent: 33 1/2" wide x 57 1/2" high; operable vent: 33 9/16" wide x 57 1/2" high 2.3 Frame Construction: Extruded aluminum head and jamb 2 3/4" face x 2" deep with two screw spline. Fixed sash frame extruded aluminum hollow vertical intermediate mullion with vertical two screw spline 1 3/4" face x 1" deep and extruded aluminum 1 5/16" face x 2" deep. Butt joints: frame corners secured with two No. 8 by 1" sheet metal screws 2.4 Sash Construction: Extruded aluminum hollow interlock stile 1 7/8" wide x 1 5/8" deep with two vertical spline. Extruded aluminum hollow lockstile Butt joints: vent corners secured with two No. 8 by 1" sheet metal screws. 2.5 Weatherstripping: Single pile with integral plastic fin in fixed meeting rail, vent top and bottom rail. Single vinyl bulb in vent jamb rail. 2.6 hardware: One metallic roller with plastic housing at each end of vent bottom rail. One metallic cam lock at midspan of vent meeting rail. One plastic guide at each end of vent top and bottom rail. 2.7 Weepholes: One 2 3/4" by 3/16" punch out, forming a louver, each with an open cell foam pad, in exterior sill flange, 3 1/2" from each end. One 1 3/4" weep notch in screen track, 2 1/4" from each end. 2.8 Muntins: None 2.9 Reinforcement: None 2.10 Additional Description. The flange type frame. 1 3/4" high overall interior sill flange. Man iel Perez, P.E. Plans Examiner II Product Control Division • Sunshine Window Mfg. Inc. ACCEPTANCE No.: 95- 0213.06 APPROVED EXPIRES : February 28. 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS MAY 041995 2.9 Screen: None 2.10 Sealant and Pads: Following were sealed with black colored sealant: each frame corner; each installation screw in each frame jamb; each vent corner. One 1/2" by 3" long open cell foam pad in frame sill at each exterior weep hole. One 1" by 1" by 1/2" adhesive adhesive closed cell foam pad in frame above and below fixed meeting rail. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Design Pressure Rating as shown in Section 7. 3.3 Units with dimensions equal to or smaller than those shown in Section 10 qualify under this approval. Deviations for higher design pressures by downsizing the unit are accepted only thru comparative analysis approved by this department. 4. INSTALLATION 4.1 Screws and Method of Attachment SILL : #8 x 1 1/4" FHS located 6" from corner and 20 1/2" o.c. • HEAD : #8 x 1 1/4" FHS located 5" from corner and 21 1/2" o.c. JAMBS : #8 x 1 1/4" FHS located 4" from corners and 18 3/8" o.c. Note: Please see note #11, Page 3 4.2 Sub -bucks shall be of pressure treated material at least 2" nominal thickness, and secured in at least 6 points on each leg with 3" long fasteners or equivalent. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same diameter and spacing and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 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 50018. 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 The tests were performed according to PA 202 -94 and AAMA 1302.5 -76. -2a- Man 1 Perez, P.E. Plans Examiner 11 Product Control Division TEST RESULTS DESIGN LOADS AIR INFILTRATION n 1.57 PSF ASTM E283 (0.37 CFM/FT 0. 29 CFM / /FT . UNIFORM STATIC PRESSURE DESIGN LOADS ASTM 030 PA 202 -94 POSITIVE 30 Seconds +45.3 PSF +45.4 PSF UNIFORM STATIC PRESSURE DESING LOADS ASTM E330 PA 202 -94 NEGATIVE 30 Seconds - 57.3 PSF - 57.3 PSF WATER RESISTANCE (I'SF) ASTM E547/E331 with a 1 3/4" sill height 8.30 PSF +55.3 PSF WATER RESISTANCE (PSF) ASTM E547/E331 with a 2 1/2" sill height 10.50 PSF +70.0PSF UNIFORM STATIC PRESSURE FULL TEST LOAD ASTM E330 PA 202 -94 POSITIVE +68.2 PSF 45.4 PSF UNIFORM STATIC PRESSURE FULL TEST LOAD ASTM E330 PA 202 -94 NEGATIVE -83.1 PSI' 55.4 I'SF FORCED -ENTRY RESISTANCE (PER) AAMA 1302.5 -76 F 1--1004 Design Pressure Rating (Positive) with 1 3/4" sill height Design Pressure Rating (Negative) with 1 3/4" sill height +45.4 PSF -57.3 PSF Design Pressure Rating (Positive) with 2 1/2" sill height Design Pressure Rating (Negative) with 2 1/2" sill heicht +45.4 PSF -57.3 PSF Sunshine Window Mfg. Inc. ACCEPTANCE No.: 95- 0213.06 7. TESTS PERFORMED ?b - APPROVED EXPIRES : February 28. 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS MAY 041995 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 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: The installation of this unit will require a hurricane protective system. 11 Man • Perez, P.E. Plans Examiner 11 Product Control Division Sunshine Window Mfg. Inc. ACCEPTANCE No.: 95- 0213.06 MAY O 4 1995 -2c- APPROVED EXPIRES : February 28. 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1 .l Test reports on I) Air Infiltration Test, per ASTM E 283 -91 and PA 202 -94. 2) Uniform Static Air Pressure Test, Loading per ASTM E 330 -90 and PA 202 -94. 3) Water Resistance Test, per ASTM E331 /E547and PA 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5 -76 along with installation diagram of an aluminum horizontal sliding window, prepared by Fenetration Testing Laboratory, Inc. Test Report No. FTL -1004 dated: December 22, 1994 and reissued February 8, 1995 signed and sealed by Yamil G. Kuri, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and door elevation. Man. Perez, P.E. Plans Examiner 11 Product Control Division Sunshine Window Mfg. Inc. ACCEPTANCE No.: 95 - 0213.06 EXPIRES : February 28. 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: 9.1 Positive Design Loads (Exterior) SUNSHINE m N 0 m 0 J -7 U H m cn r w 0 APPROVED WINDOW MFG., INC. w 87 AVE MIAMI 30S -264 - 8100 ;3:; ...... , la S0 60 WINDOW WIDTH - INCHES XO OR 0'< SIZES -2d- 7 0 ;.-3 L . MAY041995 Man Perez, P.E. Plans Examiner 11 Product Control Division SERIES 1650 HS -Ra5 S16S0 -3P COMPARATIVE ANALYSIS LOAO CURVES TES IN FTL 00a OF 12-22-94 X8) a x 63 (X0> TEST T SIZE 7 7( TEST LOESS : •63.2 -83.1 F uaTER TEST = 8.3 ANO 10.5 PSF FIxED NOTES LIMIT TOESTTLIOESLOAO TO wATER 11111111111 ■„■- \„�■- MEM . N 38 -3/ (N;N00N HT.) \2 I 1, I \\ \l \ i 1 ` \ \ s., \ \ ` \ uaTEITE;T 2-1 SI 1 \ '''.,‹Sc I 1 I 1 NN ' .L .. '--------1 LATER TEST t. 1-3/4" SI 1 1 \j _ � Sunshine Window Mfg. Inc. ACCEPTANCE No.: 95 - 0213.06 EXPIRES : February 28. 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: 9.1 Positive Design Loads (Exterior) SUNSHINE m N 0 m 0 J -7 U H m cn r w 0 APPROVED WINDOW MFG., INC. w 87 AVE MIAMI 30S -264 - 8100 ;3:; ...... , la S0 60 WINDOW WIDTH - INCHES XO OR 0'< SIZES -2d- 7 0 ;.-3 L . MAY041995 Man Perez, P.E. Plans Examiner 11 Product Control Division I • •1:JIJ!A 111111111111111 El 1iIi ■,_ ME NJ MEM Ell 11111111E 11E1 11111•11111111 ■ . . . . _ 1 1 48 , 0 -S/8` i SERIES 1650 HS -R.S 51650 -3N COMPARATIVE ANALYSIS LOAD CURVES BASEO ON FTL -1004 OF 12-22 -94 TEST SIZE = 74" x 63" (x0) TEST LOADS : •68.2 -63 1 RS. WATE'? TEST . 6.1 ANO 1:7.5 PSF CLASS _ 0S8- ANNEALED VENT 2 F ; E0 • - tt • • • Sunshine Window Mfg. Inc. ACCEPTANCE No.: 95- 0213.06 EXPIRES : February 28. 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: 9.2 Negative Design Loads (Interior) SUNSHINE WINDOW MFG. INC. u1 GRAPH BY AL-FAR000 CORP. 1235 SW 87 -2e- APPROVED AVE MIAMI 30S -264 -8100 30 40 S0 60 70 80 9 WINDOW WIDTH - INC-!ES x0 OR Ox SIZES NAY 041995 Mam. = Perez, P.E. Plans Examiner II Product Control Division • Sunshine Window Mfg. Inc. ACCEPTANCE No.: 95- 0213.06 EXPIRES : February 28. 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 10. TYPICAL ELEVATION: -?f APPROVED Manu erez, P.E. Plans Examiner 11 Product Control Division MAY041995 • • • METRODADE NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FOR GLAZED PRODUCTS 1. For multiple window installations, approved mullion drawings and calculations must be filed with Product Control. 2. This Acceptance will qualify smaller units of the same design and as the unit tested. 3. 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." 4. Extension of Acceptance may be considered after a new application has been tiled and the supporting data, for test reports less than four (4) years old, has been re- evaluated. 5. Any revision or change in materials, use or manufacture of the product shall automatically be cause for terniination, unless prior approval is granted for revision or change. 6. Any unsatisfactory performance of this product or a change in Code provisions shall be grounds for re- evaluation. 7. This Acceptance shall not be used as an endorsement of any product sales or advertising purposes. METROPOLITAN DADE COUNTY. FLORIDA METRO-DADE FLAGLER BUILDING S. Aluminum windows and sliding doors have been tested in accordance with ANSI!AAMA 101 -93 or for wood window unit by ANSIlNWWDA I.S. 2 -93 and sliding doors ANSITN \\'WDA I.S. 3 -SS and swing doors ANSIINWWDA I.S. S -SS. Swingino doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Buildinv, code. 10. 1 Iardware for all windows and doors slt :►II conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. 1 I . The spacing of fasteners shall be as tested or 2•1" % hichcvcr is less. R The first fastener shall be located a maximum of (i•" from each corner a nd m u lli on or stile. Minimum penetration of fastener shall be as tested or 314" whichever is higher. No wood or plastic shields or pins shall be used. Unless otherwise noted in the test report. minimum sift of screws shall he No. S for first and second floor installation and No. 10 for all other floors above the first and second floors. -3- • • METF10-040E 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 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah FL 33012 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of: Series 2000 Aluminum Single Hung Window (Light Duty) 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. PC98 -01, Sheets 1 thru 4 of 4, dated June 10, 1998, signed and sealed by K.A. Whitfield, P.E. 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 0724.03 Raul Roddiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Expires:07 /31/99 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. Approved: 09/17/98 - 1 - Cy s w anger, Director Building Code Compliance Dept. Metropolitan Dade County Internet mail address: postmasters ©buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com 001 PARATIVEA50*3 CRAW X0000 ALUMINIUM= HUNG WINDOW OSB -ANN. CLAS DIMON MAD CAPAQi7 DIDI ANNBAIID CLAM WINDOW DDL 3/16' TAP00N7 WIDTFI HEIGHT EM. INT. 10 1/s' 00.7 232.0 26 I/2' 10.7 107.4 2s' 00.7 111.0 311 (3) 60.7 036 63 1/0' 1/ 1/11 10.7 137.2 20 1/2' 00.7 113.4 31 3/1' 60.7 011 311 13 1/s' (3) 10.7 66.0 t9 I/O' 00.7 110.0 20 1/2' 00.7 1111 10 6/0' 10.7 77.4 311 13 I/O' (4) 52.0 32.0 t0 I/O' 00.7 132.3 20 1/7' 10.7 00.1 Jr 03' 00.7 10.7 53 I/O' (4) 40.0 40.0 19 I/O' 10.7 1108 20 1/r 10.7 74.1 74 I/4 50.6 60.6 37' 13 1/1' (5) - - • N0. M NACHDES6 IWICMO NIA16F OF ANCHORS PER .NAS OSSEO ON 10t -10143 041D 7 -9-04 TEST SZE- 53 I/O' It 03' (1 DYER 1) TEST LOADS. .70.0 -70.0 PST OESON L04D5..40.7 -49.7 PSF SOU PI ILTRATON LEST. 9.1 PSF NESTED GLASS- 000 ANNEALED 10 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED WINDOW WIDTH 21' MAX. 24' MAX. I 1 MAX. TYPICAL ELEVATION 1 OVER 1 1. 1•43 STRUCTURE 6 DESIGNED AS PER SOUIN ROM A 10(000 COX 1994 ED TION FOR 040E COLONY. ALSO E00 000LDIDS As PER ASC 7-90 USING OOMF>PON0010 LOADS. 2. 9000 BUMS 0! °VIERS. EAST OE Ai1M1MED PROPERLY TO 11N16FOL LOADS TO TIE sl0DCIMC 3. MEMO 6IOLL It AS LISTED. SPACED A3 111401 ∎ ON OETAOS 100101E UNIE011ENT TO 013E 1NTOIAL !DOLL 00 011010 WAIL 0463140 OR CUE= SCAMS DADS DEALT asstsrAN[ 6aUTIPH3 REQUIRED I Fi %ice r,' IDA ( 11: - .0.7242:3_ Sunshine Endows Noll do:twin; Int 1749 w. 3341 1 100.x1, IWO. 31012 PM 310 0062 F Ens 01... JN D.t, 6 -10 -98 seam 1 /2' -1 4170.099 maw 00. PC98 -01 SH EET 3 OF 4 • OSB -ANN. CLAS .. 1 • N0. M NACHDES6 IWICMO NIA16F OF ANCHORS PER .NAS OSSEO ON 10t -10143 041D 7 -9-04 TEST SZE- 53 I/O' It 03' (1 DYER 1) TEST LOADS. .70.0 -70.0 PST OESON L04D5..40.7 -49.7 PSF SOU PI ILTRATON LEST. 9.1 PSF NESTED GLASS- 000 ANNEALED 10 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED WINDOW WIDTH 21' MAX. 24' MAX. I 1 MAX. TYPICAL ELEVATION 1 OVER 1 1. 1•43 STRUCTURE 6 DESIGNED AS PER SOUIN ROM A 10(000 COX 1994 ED TION FOR 040E COLONY. ALSO E00 000LDIDS As PER ASC 7-90 USING OOMF>PON0010 LOADS. 2. 9000 BUMS 0! °VIERS. EAST OE Ai1M1MED PROPERLY TO 11N16FOL LOADS TO TIE sl0DCIMC 3. MEMO 6IOLL It AS LISTED. SPACED A3 111401 ∎ ON OETAOS 100101E UNIE011ENT TO 013E 1NTOIAL !DOLL 00 011010 WAIL 0463140 OR CUE= SCAMS DADS DEALT asstsrAN[ 6aUTIPH3 REQUIRED I Fi %ice r,' IDA ( 11: - .0.7242:3_ Sunshine Endows Noll do:twin; Int 1749 w. 3341 1 100.x1, IWO. 31012 PM 310 0062 F Ens 01... JN D.t, 6 -10 -98 seam 1 /2' -1 4170.099 maw 00. PC98 -01 SH EET 3 OF 4 • METSO -OADE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah FL 33012 Acceptance No.:98-0724.05 Expires:07 /31/99 Approved: 09 /17/98 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 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375.2901 FAX (305) 375.2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372.6339 Your application for Product Approval of: Series 2000 Aluminum Single Hung Window (Medium Duty) 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. PC98 -03, Sheets 1 thru 4 of 4, dated June 10, 1998, signed and sealed by K.A. Whitfield, P.E. 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 Rodliguez 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. Director Building Code Compliance Dept. Metropolitan Dade County Internet mail address: postmasters @buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com • Sunshine Windows Manufacturing, Inc. ACCEPTANCE No. : 98-0724.05 APPROVED SEP f a 19-9 EXPIRES July 31, 1999 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance, No. 94- 0726.03, which was issued on September 12, 1994. It 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, 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 single hung window and its components shall be constructed in strict compliance with the following documents: Drawing with No. PC98 -03, titled "Series 2000 Aluminum Single Hung Window," prepared by K.A. Whitfield, P.E., dated June 10, 1998, sheets 1 through 4 of 4, signed and sealed on August 20, 1998, 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 single hung 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. - Manu -1 Perez, P.E., Produ Produ ontrol Division ntrol Examiner • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS l 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 I, 2 and this last page 3. END OF THIS ACCEPTANCE - 3 - ACCEPTANCE No.: 98- 0724.05 APPROVED . SEP 1 7 1998 EXPIRES July 31, 1999 Manu Perez, P.E., Product on rol Examiner Produc ontrol Division i ! • • • • ; • v 4.• A 1 • 7 1 e • / LD , r 9 Lk 2.. 4 I A • • AC-065 SEE E...EVA'ION T7,R S?AC NC *003 3A_CS NC _CAS w.^.SET, NG SYS ANC - RivsS , ::S i. el...L NC RLCTLRE • • - • • • • - • • - A.NCHORS: INTO 29Y *000 SUCKS OR *MO J/I6" S wrAl. SCREWS on • 'le MN. .:%ETRA ON WO *COO O '9Y WCCO 9LCKS OR . NTO 11ASONFr• 3/113 TAPCCNS WI, • ye' MIN. ER9E3 NTO AA:50%6 GLAZING METHOD JSE ADNESNE BECC COMPOUND AND GLK2 NO OAW TAPE CN Er7R.OR EX7R1.10E0 AL.MINl..1.1 SNAP ON OLA1 NO a.s.Ao -• vmry,. EIL,L9 ON t4 e', r;;.-3 1 6 . :I• ' ,... ..6 I. •ij: . '''': \ • .. • ■..... , .1 - 1 i -. 1 .1 2 I '' 5'4' •._ - • 1 '.: : 3'y' ' . i --. -, j I LLAL_il II •,. S ' V2' ArEE. SL3''S ...."-- .8. - . ' E.ACL• EN:. 1 ---'' .. ;A , - L . • • tr` : 2 MATERIAL LIST (VERTICAL SECTION) [TIM I PART 11 IULQD. DeSCRIFTION MATIZIAL SW- SAME .-EA.3 6C6.3-'5 • 3'• 2 ! SW-C 3 • . ')W SIL. 6C63-5 • mEE""NC RA, i • 1 5* -3 I 6C63 - "5 6C63 -'5 • 5 , 3' : SAS, 'OP RAAL 6 SW.. •C 77E4 ' SAS :A SO7C‘4 RA.. 1 6C6.3- ! 7 1 SW - AC:• ,''' • I r RSER I 6C63 L 9 1 SW- ' •• i ASSEMBLY SCREWS ig 13c w, • 1 I SW-667 : AS I • 2 , SW- • 623 AS i()01 I_ SEAL PqLE • .3 , SN -.326/ KS 4CO! 61.A STRIP �.L3 i vl•WI. CRS !• - 1 520 As QC() FOAA GLA2NG TAPE 15 Sw-0' , KS ROD GL.K.2.NO BEAD 1 6C 63 - 5 i3 WEAI STRIP 13t,LEI SW --3CO2 :AS ROO YNN1. = S.t.!•s #1' dc • • licruf.10.../.rt, r 145 33, "c. ••••■■•• Pero. 3.3C* • *••• (X5)6. -161 cc.:(3C5;626- 5* I • 9Y CR 2 BY WCCO BUCK W `,• ryo.c.4. ANC. _ _ ELENAT'ON 41,0 CHART FOR SR4C•NC MATERIAL LIST (HORIZONTAL SECTION) FIZM . ?AST* ILEQD. I DCBClinvFloN i MATERIAL 3 SW-0l 2 ra.A.vi JAMB i 6063 - • 5 i — I 8 I Sw -012 i 2 SASH S:DE RAI. . 6063-TS 10 pi -8202Ai 4/VEN1 ‘ GL CS , ..••••. ON J 14 SW-!52CIAS ROD MA/ NG l'APE i FOAu 15 S HCO Cl At sC 130.D i 6C63 .15 16 SW SAC 2 SP,RA. EIALANCE ; 7_ SW-3082 :•••S ROC 04F.A 1 STR'P 31.? r • • N:rf. • 11c6 • • 33.• 4 - as 3csle2e- ,C • SERIES-30W ALUMINUM SINGLE MHO WINDOW WINDOW DD4. WIDT)-■ E ID wT t/0• :0 1/7 211 3 ( 53 1/t 0 1/4• 20 I 30 3/0 37' (. 53 yr 1 I/O 20 1/2 5 'V 37 • 33 1/0 1• 1/21 30 1/2 • 37 33 VS 111 1/1) 28 1/2 7. '• • 37 L3 is I COMPARATIVE ANALLSE CHART DESIGN LOAD CAPAQTY-PSP V16-ANNEALED GLASS 1tk 911.0 080 ORO 54.0 •8.0 110.0 500 500 08.0 to 0 40 000 118.0 52.4 1043E5 ON Vr. - ' e ' 75 WED 7-5-44 Ter 34E- 5.! 'Al • •3 ( • OAR • TEST LOADS. '33.0 - PST OESCA .08133.- -700 -70 0 RV 140'05 0 12 1 011.4 .4 04 T7 - *4 7 SE MIMED G,ASS 3/ • IC ANREA.IED 3/16' TASCOTO . NT. 232.0 1117.• 1I5 413 137 113,4 01.2 158 8 114 02.1 57.2 150.0 18.0 115.1 1111.0 02.3 70 0 374 58.0 133.• 117.7 70.0 • MO Po PAR11 •55C4T0 5.01(R Of N4C.4001 PER .440 • _t 3 FALSE muNitNS (SURFACE APPLIED) MAT BE USED NOTES: TYPICAL ELEvAT:ON 1 OVER 1 1. noS STRUCTURE M '. 83 PLR sovn• nootota o.ou8ko C000 'go. ((Irmo, •UR DAM COW A850 T00 iR7Ot.0803 AS 5(0 ASCI 7.04 WONG CO 1..0472. MIAMI DADE DAPACT RESLTTA.VT METERS REQVIRED f • 2 0000 Suexs 57 0114D05. wir ME 410CHOSED PsOADILT 70 TIENESrti LOADS TO TwE STRuCIIIRE. 3. 8/80•ORS 514 OE AS UV(D. SPACED AS SHOTA, OVALS- MCNOR EVIIEDuPe TO OISE WIER/A: SMALL 0( OMNI) GALL ORESSIRO OR SIJOC.O. • cis-c-tatri.c5 METRO -DADS PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah FL 33012 Your application for Product Approval of: Series 1600 Aluminum Sliding Glass Doors w/Heavy Duty Interlocks under Chapter 8 of the Metropolitan Dade County Code governing the use of Altemate 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 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.: 97-1014.08 Expires:12 /31/98 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Approved: 01/08/98 -1- 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 Raul Rod l iguez Product Control Supervisor 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. Director Building Code Compliance Dept. Metropolitan Dade County Internet mail address: postmaster@buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com • Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 97- 1014.08 APPROVED : JAN 0 8 1998 EXPIRES Dec. 31, 1998 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. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "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 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 needs 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 Acceptance contains pages 1, 2, 2(a) through 2(e) and this last page 3. Items 10, 11 & 12 listed below only apply to glazed 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. I I . 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. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention Chapter 36 of the South Florida Building Code. Manue Perez, P.E., Product Co I Examiner Produ ontrol Division END OF THIS ACCEPTANCE -3 -. Sunshine Windows Manufacturinz, Inc. ACCEPTANCE NO.: 97- 1014.08 APPROVED JAN 0 8 1998 EXPIRES Dec. 31, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 10. TYPICAL DOOR ELEVATION: T A X X O • 146" 96" i1L4 Manue Perez, P.E., Producg ntrol Examiner Product Control Division -2e- Sunshine Windows Manufacturing, Inc. ACCEPTANCE NO.: 97- 1014.08 APPROVED JAN 0 8 1998 EXPIRES Dec. 31, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS N H M OM Mr. u 0. m SUNSHINE WINDOW MFG.. INC. rnoo • 15 5K 51 AvE MIAMI 385 -26. -8155 20 25 30 35 4 0 PANEL MIOTH - 45 INCHES 53 Manue P rez, P.E., Product rol Examiner Produc ontrol Division - 2d - 1 E1111 WAT R TES 3 ■■ ■ ih, l (ODOR HT.) EKE 1111 1 210.1 unatui l 2" SIL MN= IhMa , -5 ki `� , mill ATER EST - SERIES BAS 680 SCO-RSB ODOR COMPARATIYC 51608 ANALYSIS BASED ED O IN n 16 OF 5 -20O • TEST 422E • 146' . w 16' 1 % %0) ) TEST LOAD • 16.8 INT. a EXTERIOR HATER TEST • 8.0 PSC a 13.2 Asr M.O. INTERLOCKS a M.O. MALE ASTRAGAL 1/2 . 1 -1/2 STEEL BAR IN FIXED INTLCK. 1/2 . 1-1/2 STEEL BAR IN MALE AS/RACAL EU Sunshine Windows Manufacturing, Inc. ACCEPTANCE NO.: 97- 1014.08 APPROVED JAN 0 8 1998 EXPIRES Dec. 31, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS N H M OM Mr. u 0. m SUNSHINE WINDOW MFG.. INC. rnoo • 15 5K 51 AvE MIAMI 385 -26. -8155 20 25 30 35 4 0 PANEL MIOTH - 45 INCHES 53 Manue P rez, P.E., Product rol Examiner Produc ontrol Division - 2d - Sunshine Windows Manufacturing, Inc. ACCEPTANCE NO.: 97- 1014.08 APPROVED JAN 0 8 1998 EXPIRES Dec. 31, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: Test Report prepared by Miami Testing Laboratory, Lab No. 15925, dated May 23, 1994, Report No. 9, tests completed on April 29, 1994, signed and sealed by Ernest E. Mitchell, P.E. on June 1, 1994, for the following tests: a. Air Infiltration Test, per ASTM E283 b. Water Resistance Test, per ASTM E547/E331 c. Uniform Structural Pressure Test, per ASTM E330 d. Forced Entry Resistance Test, per AAMA 1303.5 -1976, Paragraph 3.1.1 (Test A) through 3.1.5 (Test B) along with the manufacturer's parts and section drawings marked by National Certified Testing Laboratories. 8.2 Calculations: Series 1600, SGD R50, S1600-5, Sliding Door Comparative Analysis for Sunshine Window Mfg., Inc., prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E., on July 11, 1994. Manuel ez, P.E., Produc Product Control Division -2c- rol Examiner TEST RESULTS EXTERIOR WIND LOAD (PSF) ASTM E330 POSITIVE +76.0 PSF INTERIOR WIND LOAD (PSF) ASTM E330 NEGATIVE -76.0 PSF WATER RESISTANCE (PSF) ASTM E547/E331 With a 2" high overall interior flange 8.30 PSF WATER RESISTANCE (PSF) ASTM E547/E331 With a 3" high overall interior flange 13.20 PSF AIR INFILTRATION @ 1.57 PSF ASTM E283 ( <0.37 CFM/FT 0.20 CFM/FT FORCED -ENTRY RESISTANCE (FER) AAMA 1303.5 -76 MTL -15925 Design Pressure Rating (Positive) +50.67 PSF Design Pressure Rating (Negative) -50.67 PSF The above Design Pressure Rating applies to tested size only. It can be increased reducing unit size using comparative analysis graph. Reducing unit size and using comparative analysis on page 2d the following Design Pressures apply: 2" sill up to +55.3 PSF 3" sill up to +88.0 PSF • Sunshine Windows Manufacturing, Inc. 7. TESTS PERFORMED ACCEPTANCE NO.: 97- 1014.08 APPROVED . JAN 0 8 1998 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Dec. 31, 1998 Manue 'erez, P.E., Product r • l rol Examiner Product Control Division - 2b - Sunshine Windows Manufacturing, Inc. ACCEPTANCE NO.: 97- 1014.08 APPROVED JAN 0 8 1998 EXPIRES Dec. 31, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 Method of Attachment: 4.1.1 Head: Double row of #10 x 1 -1/2" F.H.S.M.S. at a max. of 6" from comers and 22" o.c. 4.1.2 Jambs: Double row of #10 x 1 -1/2" F.H.S.M.S. at a max. of 6" from corners and 21" o.c. 4.1.3 Sill: Double row of #10 x 1 -1/2" F.H.S.M.S. at a max. of 6" from corners and 22" o.c. 4.1.4 Fixed Panels: 2" high overall interior sill flange. Each panel top rail is tested using a hollow extrusion. Unit tested using heavy duty interlock stiles. Left panel interlock stile tested with a male astragal adapter with handle, Die No. 25426, adapter attached to stile with one No. 8 by 1" tek screw, one near each end and on approximately 24" centers. Fixed panel secured with four No. 8 by 1/2" tek screws, one near each end and on approximately 24" centers. One 3/4" by 1 -3/4" by 1 -3/4" aluminum angle at top and bottom of exterior interlock stile, secured to frame with two No. 10 by 1" sheet metal screws and into stile with two No. 8 by 5/8" sheet metal screws. One 3/4" by 1" by 1/8" by 4" aluminum retainer angle in frame sill at bottom of astragal stiles on the exterior, secured to frame sill using two No. 8 by 5/8" tek screws. One 3/4" by 1" by 1/8" by 4" aluminum retainer angle in frame sill at mid span of each moving panel bottom rail on the exterior, secured to frame sill using four No. 10 by 1- 1 /2" sheet metal screws. 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 or 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 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each door system shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". It shall be located in a visible place inside the frame jamb. 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 door, mean roof height, length and width of building. 6.2 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 6.3 This document renews Notice of Acceptance No. 94- 0721.05 dated 09/12/94. 6.4 The installation of this unit will require a hurricane protective system. Manu Perez, P.E., Product Produc ontrol Division - 2a - Sunshine Windows Manufacturing, Inc. ACCEPTANCE NO.: 97- 1014.08 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Dec. 31, 1998 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum sliding glass door designed and tested to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building and Other 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 1600 Aluminum Sliding Glass Doors w/Heavy Duty Interlock 1.3 Overall Size: 146" (12' -2 ") wide x 96" (8' -0 ") high x 4" deep. 1.4 Configuration: XXO. 1.5 No. & Size of Panels: Three: two moving on interior track (XXO as viewed from the exterior): from the left, 49 -5/8" by 95 -1/16" high; 50 -5/8" by 95 -1/16" high; 48 -1/16" by 95 -1/16" high. 2. MATERIAL CHARACTERISTICS 2.1 Frame & Door Material: Aluminum Alloy 6063 -T5. 2.2 Glazing: 2.2.1 Glazing Material: 3/16" tempered glass. 2.2.2 Glazing Method: Channel glazed with 1/2" glazing penetration using a flexible channel vinyl glazing bead. 2.3 Reinforcement: One 1 -1/2" by 1/2" by 89 -7/8" long steel bar inside the exterior (fixed) interlock stile. One 1 -1/2" by 1/2" by 89 -7/8" long steel bar inside the left panel interlock stile (stile with the male astragal adapter). 2.4 Weatherstripping: Double pile (Ultrafab 3725) in each moving panel top rail. Double pile in female astragal stile and jamb stile of left moving panel. Double vinyl bulb in fixed panel top rail and in jamb stile of fixed panel. Single vinyl bulb in each interlock stile. Single vinyl flap in each panel bottom rail. 2.5 Sealant & Pads: Each top and bottom panel corner sealed with Schnee- Morehead 5504. The male astragal adapter is sealed, full length, to stile. One 1" by 1 -1/2" pile pad in frame head and sill on each side of panel track, above and below interlock and astragal stiles, (total of eight pads). 2.6 Weepholes: One 2" wide weep notch at each end of sill screen retainer track. One 1" by 1/4" drain notch at each end of each panel track. 2.7 Operators & Location: One adjustable metallic wheel at each end of each moving panel bottom rail. One flush mounted metallic hook lock at each moving panel lock stile. One 3/16" diameter steel security lock pin through interior interlock into exterior interlock stile, 72" from bottom. 2.8 Additional description: Unit tested using heavy duty interlock stile (Part # GAH- 41674) 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 For Design Pressure Rating vs. Door Size, see Comparative Analysis Table in Section 9. 3.3 Head receptor is not allowed to be used in this installation. JAN 0 8 1 99 8 Manue Perez, P.E., Produ ontrol Examiner Product ontrol Division -,- MET O-o DE PRODUCT CONTROL NOTICE OF General Products, Co., Inc. P.O. Box 7387 Fredericksburg • VA 22408 Approved:05 /22/97 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 ACCEPTANCE 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: "Benchmark" & "Legend" Residential Insulated Steel Entrance Door - 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, along with Drawing No. ED- 1479 -B, Sheets 1 thru 7 of 7. 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 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.:96- 0830.01 (Revises No.: 95- 0309.04) Expires:05 /30/99 1 Raul Rodfiguez 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. Director Building Code Compliance De Metropolitan Dade County • ueneral Products. Co.. Inc. ACCEPTANCE No.: 96- 0830.01 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCROTION OF UNIT 1.1 This approves a residential insulated steel door designed to comply with the South Florida Buildin Code, 1994 Edition for Dade County; for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation: 1.2.1 "Benchmark" Inswing/Outswing Residential Insulated Steel Entrance Door. (Impact) 1.2.2 "Legend" Inswing/Outswing Residential Insulated Steel Entrance Door. (Impact) 1.3 Overall Size: 1.3.1 3' 0" wide by 8' 0" high x 4 -9/16" deep with bumper threshold. 1.3.2 3' 1 -1/2" wide by 6' 8 -1/2" high x 4 -9/16" deep with bumper threshold. 1.3.3 3' 0" wide by 6' 8" high x 4- 9/16" deep with saddle threshold. 1.3.4 3' 0" wide by 8' 0" high x 4- 9/16" deep with saddle threshold. 1.4 Configuration : X 1.5 No. & Size of Panels: The active panel measures: 1.5.1 For 3' 0" x 6' 8" doors - 2' 11 -3/4" wide by 6' 6 -5/8" high. 1.5.2 For 3' 0" x 8' 0" doors - 2' 11 -3/4" wide by 7' 9" high. • 2. MATERIAL CHARACTERISTICS 2.1 Frame and Panel Material: Wood frame. Door panel is galvanized steel skins, and polyurethane 'foam filling. 2.2 Glazing: None 2.3 Door Leaf Construction: 2.3.1 Door thickness: The door leaf is 1 -3/4" thick. 2.3.2 Face sheets: Galvanized Steel A -525 commercial quality, AKDQ per ASTM 620, with yield strength Fy (ave.) = 22,700 psi. 2.3.2.1 For " Benchmark" doors 6' 8" only - 24 gauge (0.024" thick min.) 2.3.2.2 For "Benchmark" doors over 6' 8" and up to 8' 0" high - 22 gauge (0.028" thick min.) 2.3.2.3 For "Legend" doors 6' 8" and up to 8' 0" high - 22 gauge (0.028" thick min.) 2.3.3 Core Design: Polyurethane, two -parts Isocyante and Resin Components foam ( "Carpenter' Chemical with 1.9# density) core laminated to inside faces. 2.3.4 Construction: Flush or embossed type. Steel edges, the vertical infills are extensions of the skin roll- formed to a mechanical interlock, horizontal edges are welded together at two places each. 2.4 Frame Construction: , 2.4.1 Type: Rabbet frame, 1-1/4" face x 4-1/2" deep wood jambs and header, kerfed for weatherstrip. 2.4.2 Material: Wood, finger jointed ponderosa pine. 2.4.3 Corner construction: Butted corner construction. secured with three 2" long x 0.173" diameter screws or three 2" long wire staples per corner. APPROVED : IdAY 2 2 199 EXPIRES May 30. 1999 Man el Perez, P.E. Plans E. Produ • ntrol Division ner II . General Products, Co., Inc. ACCEPTANCE No.: 96- 0830.01 2.5.1 One Schlage Model 054 -134 mortised lockset combination lachtlock/deadbolt OR 2.5.1 One Kwikset Titan Series Model #720 passage lachtlock 2.5.2 One Kwikset Titan Series Model #780 passage deadbolt 2.5.3 Two Strike plates 2.5.4 Three - Benchmark 4" x 4" butt hinges 12 ga. (only for (.097 ") cold rolled steel 6'8" doors) OR 2.5.4 Four - (for Benchmark 4" x 4" butt hinges 12 ga. doors over (.097 ") cold rolled steel 6'8" high) 2.6 Weatherstripping: Quantity Description 2.6.1 Single row Schlegel Q -lon QDS -650 door seal 2.6.2 Single row TPE. magnetic weatherstrip 2.6.3 Single row 1/2" wide by 1!4" high foam tape - 2a APPROVED : MAY 2 2 1997 EXPIRES May 30, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.4.2., Threshold: 2.4.2:1 Bumper threshold - A combination wood/extruded aluminum bumper threshold, 1- 7/8 "/1/2" high x 5- 13/16" wide , kerfed for a magnetic weatherstrip that is used at the door sill. (Part # ED- 1315 -B) 2.4.2.2 Barrier free threshold - An extruded aluminum threshold, 1 -1/8" high x 5- 9/16" wide x .070" wall thickness (Part 4 ED- 763 -B) with three screw splines and a thermal break. 2.4.2.3 Handicap saddle threshold - An extruded aluminum threshold, 1/2" high x 4" wide x .125" wall thickness (Part # ED- 1158 -B). Note: Barrier free & Handicap thresholds do not meet the water criteria. 2.4.3 Finish: Primed or clear. 2.5 Hardware: Quantity Description • Location At 34 -1/2" from bottom of leaf, active panel lock stile. At 33 -1/4" from bottom of leaf, active panel lock stile. At 46" from bottom of leaf, active panel lock stile. In frame lock jamb, one opposite each lock. At each hinge jamb/hinge stile prep. 7-1/2", 37-1/2" and 67-1/2" from threshold. At each hinge jamb/hinge stile prep. 7 ", 32 -1/2 ", 58" and 83 -1/2" from threshold. Location Length of hinge jamb. Lenght of lock jamb, header and sill with bumper threshold. Length of sill below magnetic w • therstrip. Man el Perez, P.E. Plans E iner II Product Control Division • • • General Products, Co., Inc. ACCEPTANCE No.: 2.7 ReinforceEnents: Quantity 2.7.1 One 2.7.2 One 2.7.3 One 2.7.4 Two 2.7.5 Three or four (one per hinge) 2.8.2 One Description Wood blocking 10 -3/8" long x 4" wide x 1- 11/16" thick Cross Bore Reinforcement Assembly Latch and deadbolt filler plates 20 ga. (.036" min.) steel 1 -1/8" wide x 4- 1/32" long. Lip strike reinforcement plate 20 ga. (.036" min.) x 1 -1/8" wide x 5 -1/2" long. 16 ga. closer reinforcement 1 -1/8" x 5 -1/4" x .050" thick galv. steel -2b- APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 96- 0830.01 : MAY2 2 1997 ; May 30, 1999 Location At 34 -1/2" from bottom of leaf, door pane! lock side. At Cross Bore Reinforcement Assembly located at door panel lock stile. At door frame, 34-1/2" from bottom of lock jamb. At top of door panel. One at each hinge location on hinge reinforcement plate side of door panel. 2.8 Sealants and Pads: The frame intersections, ends of the threshold and all weatherstrip intersections • must be caulked with Acrylic Latex sealant during assembly. Quantity Description Location 2.8.1 One Schlegel Q -lon 2" wide x 1 -3/4" high At sill on lock jamb. corner seal 1/27 wide by 1/4" high foam tape pad 2" above'sill on hinge jamb, (installed at a 45 degree angle) 2.8.3 Single row 1/2" wide by 1/4" high by 2 -1/2" long Behind comer seal. (installed vertically) foam tape 2.8.4 Single row 1/2" wide by 1/4" high foam tape Length of sill below magnetic weatherstrip. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Installation is limited by the Design Pressure Rating shown in Section 7 of this approval for each framing condition, dimension and outswing or inswing application as follows: 3.2.1 6' 8" to 8' 0" Outswing Door with Bumper Threshold. 3.2.1.1 Outswing application: Use Design Pressure Rating in Table 7.1. Use bumper threshold • described in Section 2.4.2.1. No overhang required. 3.2.1.2 Inswing application: Not allowed. Manu Perez, P.E. Plans Produc ontrol Division ner II General Products, Co., Inc. HEAD : JAMBS: ACCEPTANCE No.: , 96- 0830.01 APPROVED : MAY 2 2 1997 EXPIRES : May 30, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3.2.2. 6' 8" Outswing Door with Bumper Threshold. 3.2.2.1 Outswing application: Use Design Pressure Rating in Table 7.2. Use bumper threshold described in Section 2.4.2.1. No overhang required. 3.2.2.2 Inswing application: Not allowed, 3.2.3 6' 8" Outswing/Inswing Door with Saddle Threshold. 3.2.3.1 Outswing/Inswing application: Use Design Pressure Rating in Table 7.3. The installation of this door requires an overhang or canopy above it that must stand out a distance equal to the height of the door provided that this cover starts immediately above the door to meet the water requirement. 3.2.4 Over 6' 8" to 8' 0" Outswing/Inswing Door with Saddle Threshold. 3.2.4.1 Outswing/Inswing application: Use Design Pressure Rating in Table 7.4. The installation of this door requires an overhang or canopy above it that must stand out a distance equal to the height of the door provided that this cover starts immediately above the door to meet the water requirement. 4. INSTALLATION 4.1 Screws and Method of Attachment Frame attachment to buck SILL : Three #10 x 3" PFHWS (with min. embedment of 1 -1/2" into wood) OR 3/16" x Tapcons (with min. embedment of 1 -1/4" into masonry) located at 4" one at midspan of wood section of threshold. Three #10 x 3" PFHWS (with min. embedment of 1 -1/2" into wood) OR 3/16" Tapcons (with min. embedment of 1 -1/4" into masonry) located at 4" one at mi*dspan of header. For 3' 0" x 6' 8" doors: Three #10 x 3" PFHWS located at 10 ", 40" and 70" from sill, each jamb. Additionally: Six # 10 x 2 -1/2" PFHWS; two per hinge, on hinge jamb. Four # 8 x 2" Phillips FHWS; two per . lip strike plate and two per strike plate reinforcement, on lock jamb. For 3' 0" x 8' 0" doors: Four #10 x 3" PFHWS located at 7 ", 32 -1/2 ", 58" and 83 -1/2" from sill, on hinge jamb. And Eight #10 x 3" PFHWS located in pairs at 7 ", 32 -1/2 ", 58" and 83 -1/2" from sill, on lock jamb. Additionally: Eight # 10 x 2 -1/2" PFHWS; two per hinge, on hinge jambs. Four # 8 x 2" Phillips FHWS; two per lip strike plate and two per strike plate reinforcement, on lock jamb. 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 or compliance with the South Florida Building Code. - 2c - from ends and from ends and Engineer of Records and must be in Manue(Perez, P.E. Plans E Produc' Control Division in ti I. l 1 .. V 1 a � .-a v_ . TEST 1 TEST LOADS 1 DESIGN LOADS Test specimens: 3' 0" x 8' 0" outswing door - No overhang required AIR INFILTRATION @' 1 :57 PSF SFBC PA 202 -94 , 0.03 CFM/FT ATI -15090 --- UNIFORM STATIC PRESSURE @ DESIGN LOAD SFBC PA 202-94 POSITIVE:: +47.5 PSF ATI -15090 +47.5 PSF ATI -15090 UNIFORM STATIC PRESSURE @ DESIGN LOAD SFBC PA 202 -94 NEGATIVE -50.4 PSF ATI -15090 -50.4 PSF ATI -15090 WATER RESISTANCE (PSF) NO ENTRY SFBC PA 202 -94 +7.1 PSF ATI - 1 5090 +47.3 PSF AT1 -15090 UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD SFBC PA 202 -94 POSITIVE +71.3 PSF ATI -15090 +47.5 PSF ATI -15090 UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD SFBC PA 202 -94 NEGATIVE _ -75.6 PSF ATI -15090 -50.4 PSF ATI -15090 FORCED -ENTRY RESISTANCE (FER) SFBC Section 3603.02 and SFBC PA 202 -94 SATISFACTORY ATI -15090 Design Pressure Rating (Positive) +47.5 PSF Design Pressure Rating (Negative) -50.4 P • 12 - `J' i 12.33 UY■L IIiUUI(1I(LILL) iw'. General Products. Co., Inc. ACCEPTANCE No.: . 96- 0830.01 APPROVED : MAY 2 2 1997 EXPIRES May 30, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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 50018. 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 The door slab itself shall also bear a permanent label, at the door inside edge, with the manufacturer's name or logo, city and state. 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 door, mean roof height, length and width of building. 6.2 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 63 This approval revises Notice of Acceptance No. 95- 0309.04 dated 05/30/96. • 6.4 Note: The installation of this unit will not require a hurricane protective system. DAAL`i� RESULTS: 2c1 • Mantel Perez, P.E. Plans E. finer 1I Product Control Division TEST ' TEST LOADS I DESIGN LOADS Test specimens: 3' 0" x 6' 8" outswing opaque door - No overhang required AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 0.01 CFM/FT ATI -15091 UNIFORM STATIC PRESSURE @ DESIGN LOAD SFBC PA 202 -94 POSITIVE +47.5 PSF ATI -15091 +47.5 PSF ATI -15091 UNIFORM STATIC PRESSURE @ DESIGN LOAD SFBC PA 202 -94 NEGATIVE -50.4 PSF ATI -15091 -50.4 PSF ATI -15091 WATER RESISTANCE (PSF) NO ENTRY SFBC PA 202 -94 +7.13 PSF ATI -15091 +47.5 PSF ATI -15091 UNIFORM STATIC AIR PRESSURE ® FULL TEST LOAD SFBC PA 202 -94 POSITIVE +71.3 °SF ATI -15091 +47.5 PSF ATI -15091 UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD SFBC PA 202 -94 NEGATIVE -75.6 PSF ATI -15091 -50.4 PSF AT1 -15091 FORCED -ENTRY RESISTANCE (FER) SFBC Section 3603.02 and SFBC PA 202 -94 SATISFACTORY ATI -1 5091 -------- LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY ATI -15091 - .---- - - -- CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +61.75 PSF ATI -15091 +47.5 PSF ATI -15091 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE - 65.52 PSF AT1 -15391 - 50.4 PSF ATI -15091 Design Pressure Rating (Positive) +47.5 PSF Design Pressure Rating (Negative) -50.4 PSF General Products, Co., Inc. ACCEPTANCE No.: 96- 0830.01 APPROVED : MAY ? 2 1997 EXPIRES May 30, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7.2 TESTS P- ERFORMED: 2e - RE Manua Perez, P.E. Plans E finer II Product Control Division TEST 1 TEST LOADS .I DESIGN LOADS Test specimens: Y 0" x 8' 0" outswing /inswing opaque door with saddle threshold - For installations where an overhang intersects or meets a 45° projection from the door sill. (Water penetration test not required) AIR INFILTRATION @ 1.57 PSF SFBC PA 202594 0.33 CFMJFT ATL- 0429.03 -96 -99.0 PSF ATL - 0429.02 -96 - 76.0PSF ATL - 0429.02 -96 UNIFORM STATIC PRESSURE @ DESIGN LOAD SFBC PA 202 -94 ,POSITIVE . ( OUTSWING) +70.0 PSF ATL - 0429.03 -96 +70.0 PSF ATL - 0429.03 -96 UNIFORM STATIC PRESSURE @ DESIGN LOAD SFBC PA 202 -94 NEGATIVE (OUTSWING) -70.0 PSF ATL- 0429.03 -96 -70.0 PSF ATL -0429.03 -96 UNIFORM STATIC PRESSURE @ DESIGN LOAD SFBC PA 202 -94 POSITIVE (INSWING) +70.0PSF ATL - 0429.03 -96 +70.0 PSF ATL - 0429.03 -96 UNIFORM STATIC PRESSURE @ DESIGN LOAD SFBC PA 202 -94 NEGATIVE (INSWING) -80.0 PSF ATL-0429.03-96 -80.0 PSF ATL - 0429.03 -96 WATER RESISTANCE (PSF) NO ENTRY SFBC PA 202 -94 Not Tested ---- ---- -- UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD SFBC PA 202 -94 POSITIVE ( OUTSWING) +10S.0PSF ATL- 0429.03 -96 +70.0 PSF ATL - 0429.03 -96 UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD SFBC PA 202 -94 NEGATIVE (OUTSWING) -105.0 PSF ATL - 0429.03 -96 • -70.0 PSF ATL- 0429.03 -96 UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD SFBC PA 202 -94 POSITIVE (INSWING) +105.0 PSF ATL - 0429.03 -96 +70.0 PSF ATL - 0429.03 -96 UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD SFBC PA 202 -94 NEGATIVE (INSWING) -120.0 PSF ATL - 0429.03 -96 -80.0 PSF ATL - 0429.03 -96 FORCED -ENTRY RESISTANCE (FER) SFBC Section 3603.02 and SFBC PA 202 -94 SATISFACTORY ATL - 0429.03 -96 ---- - ----- LARGE MISSILE IMPACT TEST SFBC PA 201 -94 ( OUTSWING & INSWING) SATISFACTORY ATL- 0129.03 -96 ---- - - ---- CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE ( OUTSWING) +104.0 PSF ATL - 0329.03.96 +80.0 PSF ATL - 0429.03 -96 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE ( OUTSWING) -91.0 PSF ATL - 0429.03 -96 -70.0 PSF ATL - 0429.03 -96 CYCLIC WIND PRESSURE TEST SFBC PA 203-94 POSITIVE (INSWING) +91.0 PSF ATL-0429.03-96 +70.0 PSF ATL - 0429.03 -96 • CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (INSWING) -104.0 PSF ATL - 0429.03 -96 -80.0 PSF ATL - 0429.03 -96 Design Pressure Rating (Positive) ( OUTSWING) +70.0 PSF Design Pressure Rating (Negative) (OUTSWING) -70.0 PSF Design Pressure Rating (Positive) (INSWING) +70.0 PSF Design Pressure Rating (Negative) (INSWING) -80.0 PSF CYCLIC WIND PRESSURE TEST ( OUTSWING) SFBC PA 203 -94 POSITIVE +112.0 PSF ATL- 0429.02.96 +86.0 PSF ATL -0429.02 -96 CYCLIC WIND PRESSURE TEST ( OUTSWING) SFBC PA 203 -94 NEGATIVE -99.0 PSF ATL - 0429.02 -96 - 76.0PSF ATL - 0429.02 -96 CYCLIC WIND PRESSURE TEST (INSWING) SFBC PA 203 -94 POSITIVE +99.0 PSF ATL= 0429.024u. +76.0 PSF ATL= 0429.02 -96 - CYCLIC WIND PRESSURE TEST (INSWING) SFBC PA 203 -94 NEGATIVE _ -112.0 PSF ATL- 0429.02 -96 -86.0 PSF ATL-0429.02-96 Design Pressure Rating (Positive) ( OUTSWING) +76.0 PSF Design Pressure Rating (Negative) (OUTSWING) -76.0 PSF Design Pressure Rating (Positive) (INSWING) +76.0 PSF Design Pressure Rating (Negative) (INSWING) -86.0 PSF • • • 7.4 TESTS PERFORMED: LA,I'11(ES ltilav' 30, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: -?f - Manu 1 Perez, P.E. Plans Produ Control Division finer II Manue Perez, P.E. Plans E Produc ontrol Division General Products, Co.. inc. ACCEPTANCE No.: 96- 0830.01 -2h- APPROVED EXPIRES .: May 30, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS NAY2 2 1997 8. EVIDENCOUBMITTED 8.1 Tests: 8.1.1 Test reports on I) 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) Forced Entry Test, per ASTM F 842 -83 and PA 202 -94. along with installation diagram of outswing steel 6'0" x 8'0" entrance door, prepared by Architectural Testing Inc., test report No. ATI- 15090, dated 01/03/95, signed and sealed by Allen N. Reeves, P.E. 8.1.2 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) Forced Entry Test, per ASTM F 842 -83 and PA 202 -94. 5) Large Missile Impact Test per SFBC, PA 201 -94. 6) Cyclic Wind Pressure Loading per SFBC, PA 203 -94. along with installation diagram of outswing steel 3'0" x 6'8" entrance door, prepared by Architectural Testing Inc., test report No. ATI - 15091, dated 01/09/95, signed and sealed by Alien N. Reeves, P.E. 8.1.3 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Forced Entry Test, per ASTM F 842 -83 and PA 202 -94. 4) Large Missile Impact Test per SFBC, PA 201 -94. 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94. along with installation diagram of outswing /inswing steel 3'0" x 6'$" entrance door, prepared by American Test Lab of South Florida, Test Report No. ATL- 0429.02 -96, dated 05/27/96, signed and sealed by William R. Mehner, P.E. 8.1.4 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Forced Entry Test, per ASTM F 842 -83 and PA 202 -94. 4) Large Missile Impact Test per SFBC, PA 201 -94. 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94. along with installation diagram of outswing/inswing steel 3'0" x 8'0" entrance door, prepared by American Test Lab of South Florida, Test Report No. ATL - 0429.03 -96, dated 05/27/96, signed and sealed by William R. Mehner, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and door elevation. 8.2.2 Drawing No. ED - 1 479 - B, Sheets 1 thru 7 of 7, General Products Co., Inc., prepared by • manufacturer, dated 02/18/97. Manu erez, P.E. Plans lfcar}iiner II Product Control Division 1Z ;"Z UYKC 1NUUH 'HI E.0 1N1;• General Products, Co., Inc. ACCEPTANCE No.: • 96- 0830.01 APPROVED : MAY 2 2 1997 EXPIRES ' :. May 30, 1999 8.3 Material Certification: 8.3.1 Certified Tensile Test Report issued by Architectural Testing Inc., report No. ATI- 16169, dated 8/23/95, tested per ASTM E8 -93, signed and sealed by Allen N. Reeves, P.E. 8.3.2 Test report on "90 min. Fire Endurance and a Hose Stream Test for Door Assemblies" per ASTM E -152 prepared by Warnock Hershey International, Inc. Test Report No. WHI -495 -0920 dated August 26, 1988. 83.3 Certified Tensile Test Report issued by Certified Testing Laboratories, Test Report No. CTL -674B, dated 8/15/96, tested per ASTM E8 -93, signed and sealed by Ramesh Patel, P.E. 9. COMPARATIVE ANALYSIS: None 10. TYPICAL ELEVATION: For typical elevation and cross sections, see Drawing No. ED- 1479 -B, Sheets 1 thru 7 of 7, bearing the Dade County Product Control approval stamp. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS - 2i 1 U" 30/D00.10.+13Z r • or Manue Perez, P.E. Plans 3t iner 11 Product Control Division 12 1 2 ; 28 DYKE 1 NDUk 1 k 1 L5 114c. General Products. Co.; Inc. 11) =Uti t b4tS4b1 F . 011 ACCEPTANCE No.: 96- 0830.01 APPROVED MAY 2 2 19 EXPIRES •May 30, 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: "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 purposes. 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, «•here it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection ai the job site at all times. The copies need not be resealed by the engineer. 8. 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(i) and this last page 3. Items 10, 11 & 12 listed below only apply to glazed 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 comer 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 f the South Florida Building Code: END OF THIS ACCEPTANCE 3 Menu Perez, P.E. Plans Product Control Division iner I1 e • PRODUCT CONTROL NOTICE OF ACCEPTANCE General Products, Co., Inc. P.O. Box 7387' Fredericksburg VA 22408 Approved: 10(01/98 • Internet mail address: postmaster @buitdiegcodeonline.com • e METROPOLITAN DADE COUNTY, FLORIDA METRO -OADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METAO.OADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 - MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375.2906 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Your application for Product Approval of: Benchmark Double Outswving Res. lag. Steel Door under Chapter 8 of the Metropolitan Dade County Code governing thc use of Alternate Matcrials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant. 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 Codc 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 Codc Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of sbch testing will be incurred by the manufacturer. Acceptance No.:98- 0901.15, . Expires:08 /31/99 Raul Rod t iguez Product Control Supervisor THIS 1S THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by thc 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. r' e. anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http :llwww.buildingcodeonline.com ,.., Inr.nNd 11-+ ?11 Wd tr£: S9 NOW 86- 9Z -13O • General Products. Co.. Inc. ACCEPTANCE No.: 98-0901.15 APPROVED OCT 0 1 199 EXPIRES August 31. 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE it' ' ' "" -' ` This renews Notice of Acceptance No. 96- 1015.02 which was issued on November 7, 1996. It approves an outswing residential insulated steel door, 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 Model Designation Series "Benchmark" Double Outswing Residential Insulated Stccl Door (XX) 2.2 Overall Size: 6' 2" wide by 8' 0" high 4 -9/16" deep 2.3 Configuration : XX 2.4 No. & Size of Panels: Active leaf: 3' 0" wide by 7'9" high. Inactive leaf: 3' 1 -1/4" wide by 7' 9" high. 2.5 Frame and Sash Material: Wood frame. Door panel: steel skin is 24 ga. (.025 ") with Fy = 22.2 ksi. min. and core is polyurethane foam. . 2.6 Glazing: 2.6.1 Glazing Material: Single lite - Both leaves utilize 1/2" thick. scaled insulating glass consisting two 118" thick, clear sheets of tempered glass and a Swiggle Strip Spacer System. 2.6.2 Glazing Method: A 1 -1 /4" face x 27/32" deep two -part glazing sub -frame of finger- jointed kiln -dried western pine prime coated or solid poplar unprimed is used, secured together using g6 x 1 -1/4" phillips, oval head fully threaded screws spaced at 3" from ends and 15" o.c on verticals and at 3" from ends and not more than 10 -9/16" o.c. on horizontals. All glazing beads are cap sealed at exterior. 2.6.3 Daylight Onening: 24 -5/8" wide by 78 -5/8" high 2.7 Door Leaf Construction: 2.7.1 Door,thickness: The door leaf is 1-3/4" thick. 2.7.2 Face sheets: Galvanized Steel, 24 ga. (0.025" thick); Yield Strength: Fy = 22,2 ksi. 2.7.3 Core Design: Polyurethane foam ( "Carpenter" Chemical with 1.9# density) core laminated to inside faces. ' 2.7.4 Construction: Flush type, with cut -out for glazing. The vertical infills are extensions of the skin, roll formed to a mechanical interlock, horizontal edges are welded together at two places each. 2.7.5 Reinforcements: A 1 x 1- 11/16" x 5.7/8" long white pine or spruce wood block hinge reinforcement at each hinge, two 16 ga. closer reinforcements and a wood reinforcement block for locks. -2 Man el Perez, P.E. Product Prod . trol Division rol Examiner r- .�i .-�. !- - •�•��� -, '. r,,T r+�{ �t�•.�- 1 - 1'1 1.1.4 c7: SQ Nfll.l 86- 97 -13O c, I General Products Co.. Inc. ACCEPTANCE No.: 93- 090I.05 APPROVED - GC T. Q 1 1948 EXPIRES August 31, 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 :he 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 copier. 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, 2a thru 2c and this last page 3. Manuel Perez, P.E. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE - 3 - - c;l'In(TrINA 114>11 WA Ob: S0 HOW 86- 93-160 • Nov 04 98 03:56p NOV -04 -98 WED 04:04 PM GENERAL P .4!98 WED 14:52 FAX 5136543954 §SAM 'ro s o 7.2 S2' OU_ -� - (Impact TYPICAL ELEVATION, CROSS S Design Pressure Rating (Positive) Design Pressure Rating (Negative) • sr a Bo McVa PI • 1 i c 1j u I 'dull U! J1 i W1001 ACCEPTANCE No. . *J Ol: S APPROVED ' •... 0 I EXPIRES CC> EW CE: CIFI ON ITTO\ Resistant) FLUSH AND EMBOSSED DESIGNS ECTlONS .&D SLAB MODELS: 4.V.5 PS F The installation unit mill2g require a hurrica system. . • R1C1t Weight Is •• • -50.4 PSF - 2e - — ENGR. 540 898 3823 Menu Produ 305 - 412-5681 Ir+ Perez, P.E. Di.. • 1 4 P. 02 1 ®O OD d en • -t ontro miner p.1 Design Pressure Rating (Positive) +47.5 PSF The installation of this unit will require a hurricane protective system. Design Pressure Rating (Negative) -50.4 PSF • • 7. TYPICAL ELEVATIONS: 7.1 GLAZED DOORS - (N on- Impact Rcsistant)(All glazing are full single litcs, only decorative gridwork alto�vcd) TYPICAL ELEVATION CROSS S ECTIONS AND SLAB MODELS: • General Products, Co., Inc. ACCEPTANCE No.: 98-0901.15 0 a NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS i • M 1 L 1 L . 1 • t -2d APPROVED EXPIRES • 0ei Q 1 1998 August 31. 1999 Product o oI Division Ij Manuel erez, P.E. Product Control -aminer �nrtn�1 -I - 1147,171.1 IT R^: cA Nnw R6 -97 -100 • - • JAMBS : Four #10 x 3" Phillips FH Screws located 8 -3/4" from each corner, the rest at 25 1/2" o.c.. Additionally 410 x 2" Phillips FH screws two (2) per hinges (4 hinges). ASTRAGAL: The astragal is fastened to the leaf with six #8 x 1/2" screws per end at 1 ", 3 ", 5 ", 7 ", 13" and 19" from each end of astragal. 4.2 Limit shim space to a maximum of 1/4 ". 4.3 Hurricane protection system (shutters): 4.3.1 For Non - Impact Glazed Doors Note: The installation of this unit will require a hurricane protective system. 4.3.2 For Impact Resistant Opaque Doors Note: The installation of this unit will not require a hurricane protective system. ■■■ • nr+ General Products, Co., Inc, ACCEPTANCE No.: 98- 0901.15 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 ". It shall be located in a visible place inside the frame jamb. 5.2 The door slab itself shall also bear a permanent label, at the door inside edge, with the manufacturer's name or logo, city and state. G. 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. APPROVED - OCT 0 1 1998 EXPIRES August 31, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7 ' + -2c Manu= Perez, P.E. Product Co w aminer Produ _ ontrol Division • 7 ?r.? nt-r: -N'1N7 - R t 2ntrn> i 11jN - 3N10 Wd R£= S0 NOW 86 -93-100 • • General Products. Co.. Inc. NOTICE OF ACCEPTANCE: - .. 2.10 Weathcrstrinpinz: Qty. Description: 2.10.1 One Schlegel Q -lon QDS -650 door seal. row 2.10.2 One 1/2" wide by 114" high by 2 -1/2" long row foam tape 2.10.3 One 1/2" wide by 1/4" high foam tape row -- 2.10.4 One 1/2" wide by 1/4" high foam tape pad row 2.10.5 One .TPE magnetic weatherstripping row 2.10.6 Two Closed cell foam pad One per end of astragal. 2.11 Sealant: The frame intersections, ends of the threshold and all weatherstrip intersections must be caulked with "Blue Ridge Acrylic Latex Fred. White" sealant during assembly. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in Section 10. Single'door units shall include all components described in the active leaf of this approval. 3.2 Units with dimensions equal to or smaller than those shown in Section 1.2 qualify under this approval. 3.3 Other configurations also covered by this approval: X . 3.4 This approval comprises non - impact resistant glazed doors and impact resistant opaque doors. see Section 7, for Design Pressure Rating and Hurricane Protective System requirement. 4. INSTALLATION 4.1 Screws and Method of Attachment SILL : Five #10 x 3" Philips FH Screws located 4 -1/2" from each corner, one at midspan and one 8 1/2" from each side of midspan. HEAD : Three #10 x 3" Philips FH Screws located 21" from each comer and one at midspan. - 2b - ACCEPTANCE No.: 98- 0901.15 APPROVED_ SPECIFIC CONDITIONS — Location: OCT 1 1 QQ° EXPIRES : Auaust 31. 1999 Length of both hinge jambs. Behind corner seal (installed vertically) Length of sill below magnetic weatherstrip. 2 above sill on hinge jamb, installed at a 45 degree angle Length of door sill, latdh jamb or astragal, and header. 1 Product Cpn 1 Examiner Produ Division i.ld !.F_: q9 NOW 86- 9Z -10O General Products. Co.. Die. ACCEPTANCE No.: 98- 0901.15 APPROVED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.7.6 Astragal: An alum. extrusion 1.767" face x 2.658" deep, with a poured urethane thermal break of an average debridged width of 0.200 ", which is prepared with appropriate notching, slots and drilled holes, and is installed always on inactive door leaf. It features integral vertical dead bolts (top and bottom) measuring 18 -3/8" long that are held in place with 14" astragal bolt retaining blocks fastened with one hex set screw per end. The astragal is fastened to the leaf with six #8 x 1/2" screws per end at 1 ", 3 ", 5 ", 7 ", 13" and 19" from each end of astragal. The strike plates are fastened with two #8 x 1 -3/4" screws each, driven through the astragal into the leaf. 2.8 Frame Construction: • 2.8.1 Type: Rabbet frame, 4-1/2" by 1 -1/4" wood.jambs and header. 2.8.2 Material : Ponderosa pine, finger jointed. 2.83 Construction: Butted corner construction and attached with three 2" long x 0.173" diameter screws per comer. 2.8.4 Threshold: A 3/4" & 1 -3/16" high x 5- 13/16" wide combination wood/extruded aluminum bumper threshold, kerfed for a magnetic weatherstrip used at the door sill. 2.8.5 Finish: Prime Pearl White. 2.9 Hardware: Qty. ; Description: Location: 2.9.1 Eight "Benclln:ark" 4" x 4" butt hinges 12 (4 /leaf) ga. (.097 ") cold rolled steel. For 7' 0" and 8' 0" doors 2.9.1 Six (3 /leaf) 2.9.2 One 2.9.3 One r • • OR "Benchmark" 4" x 4" butt hinges 12 ga. (.097 ") cold rolled steel For 6' 8" doors only 'ScI.lage" Grade 11 Model A53PD -04- PLY -60 doorknob lockset "Sclilage" Grade 1 Model B460P -605 single cylinder deadbolt 2.9.4 Two /leaf $tiding vertical bolt (Grade 3) assembly, mfg. by National Mfg. Co. 2.9.5 One Lip strike reinforcement plate, 20 ga. steel. • 2a- ACT 0 1 1998 EXPIRES : Au ;ust 31. 1999 At hinge jamb; one at 8 ", 33 ". 58" and 83" from threshold. At hinge jamb; one at 7 -1/2 ", 37 -1/2" and 67 -1/2" from threshold. At 33 -1/2" from bottom rail on exterior of active leaf. At 39 -I/2 "(for 6'8" doors) and 46" (for 70" & 8'0" doors) from bottom rail on exterior of active leaf. At top and bottom edges of lock rail. At lock jamb or astragal, opposite to lock set and dea Manue Perez, P.E. Product Con •amincr Produc • of Division 1,71m Wd 9£: S0 NOW 86 -9Z -100 ME.TRO- • PRODUCT CONTROL NnTICE OF ACCEPTANCE Therma -Tru Corporation 108 M 'd Road Butler IN 46721 Your application for Product Approval of: Construction Series Outswing Residential Insulated Steel Door - 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, along with Drawing No.B0107, Sheets 1 thru 7 of 7. (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 apprc :..,hall not be valid after the expiration date stated below. The Office of Code Co:pliance reserves he 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 Co :: Office may revoke, modify, or susnend.the use of such product or material immediately. The :Dail..::.;: re- evaluate this product or should any an -i - :e : :Invents to the Sou :h Florid : • `�� .: eciing this product or material. The .,uildin .ode Compliance Office reserves the the rig:.. _ approval....: z_ deter by he ::ode Compli..-.:e U :_ice that this product or mate! ial falls to meet the requirements.of the - uth r for ida Building The expense such testing will be incurred by the manufacturer. Acceptant No.:96 0812.02 Expires:12 /02/99 THIS 1S THE COVERSH.EET, 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. 1n METROPOLITAN DADE COUNTY, FLORIDA METRO.DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1563 (305) 375.290 FAX (305) 375-2908 INTERNET: mdcc01 @shadow.net PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372-6339 Rau. Rod iaue: Product Control Supervisor s anger, Director Building Code Compliance Dept • Approved: 12/02/96 -I- Metropolitan Dade County • Therma -Tc,t Corporation • ►1 T. .E • P .N 1. DESCRIPTION OF UNIT 1.1 This approves a residential insulated steel entrance door system 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 Struc!l'res ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1 2 t nesignntion: Construction Series Steel Outswing Residential Insulated Steel Door 1.3 Ov r iJ1 Size: 3' 1 - 5/8" wide by 6' 8 - 5/8" high by 4 - 5/8" deep 1.4 Configuration X 1.5 No. & Size of Panels: One; the door slab size is 36" wide by 79 - 1/4" high by 1 11/16" 2. MATERIAL CHARACTERISTICS 2.1 Frame and Door Panel Material; • Wood frame, extruded aluminum threshold. Door panel is: steel skin (Fy =26.9 ksi) and polyurethane foam core. 2.2 c None. 2.3 D r of n etinn: 2.3.1 Door thickness: The door leaf is 1- 11/16" thick. 2.3.2 Face sheets: Steel, Cold Rolled minimum 25 ga. (min. 0.018" thick) coating weight 0.102 ounce /sf (total both sides;, Yield Strength: Fy = 26,900 psi. Flush or embossed. 2.3.3 Core Design: Polyuretl-arie foam core, BASF Elastopor P10160 -R n°cin / Eiastopot P10_ l Urethan Foam System. se; Bonded to inside faces. Minimum density . oc y an' ate Rigid �:•° ft. 2.3.4 ..onstruction: Fiu�h type. •verucai edp.es of skins are roll - formed to 7.: oxide :1 . interlock with 1 - 11/16" x 1 - 1/4" ingerjoir.;;. pine stiles. Wood / plastic composite bottom rzl: 15/16" x 1 glue - bond .a w skins. Wood (pine) top edge is 15/16" x 1 -1/4" glue- bonded tJ skins. No other blocking is used. 2.3.5 Reinforcements: None. 2.4 Frame ConsttctiQD: 2.4.1 Type: Rabbet frame, 4 -5/8" by 1-1/4" wood jambs and header, kerfed 1/8" - for a compression weatherstrip. 2.4.2 Material : fingerjointed pine. 2.4.3 Const: Jction: The headljamb corners are coped, butted and fastened using three 2 -1/2" staples per corner. The sill /jamb Corners are butted and sealed using yo 2 -1/2" staples through tl jamb into the integral wood block in the sill. 2.4.4 Threshold: The outswing: sill, consists of an extruded aluminum .850 "/.313" high x 4.625 wide bumper threshold, with a slot for a vinyl bulb weatherstrip and a wood block insert in the interior side. 2.4.5 Finish: Primed with 0.8 mil waterborne coating. . 7 - ACCEPTANCh. tro.: yv-vo kz.•v,, APPROVED EXPIRES F DEC 0 2 1996 otC o 2 19 9 9 NS �l ard� Man tel Perez, P.E. l ,s Examiner 1 Produ t Control Division Therma -Tru Corporation ACCEPTANCE No.: 96- 0812.Q2 APPROVED 2.6 Hardwa e: Ou- uant ly Desctiiptiort EXPIRES • NOTICE OF ACCEPTANCE: S FCIFIC CONDITIONS Location 2.6.1 3 4" x 4" The ;na- tru.self locating Secured to each jamb at 8 -3/8 ", 37 -5/8 ", butt -type hinges, secured with two #10 and 66 -7/8" from top of door slab. x2 ".FHWS, and two 410x3/4" FHWS. 2.6.2 1 Lock Set Kwikset 2Q0 Series At 44" from door slab top. 2.6.3 1 Dead Bolt Kwikset 660 Series At 38 -1/2" from door slab top. 2.7 W h eaterstrinnin Quantity Description Location 2.7.1 1 row Thermoplastic compression At head and jamb weatherstrip 2.7.2 1 row Thermoplastic compression seal 2.7.3 1 row Single leaf plastic strip • 2.8 So an ;. small joint sealant is applied to the jamb /sill c.c:'ers. 2.9 Mur,tir.s: None. 2a DEC 0 2 1996 DEC 0 2 1999 Built into the sill. Caulk is used to backbed the weatherstrip. Press fit to the exterior bottom edge each door slab. 3. LIMITATIONS 3.1 This approval applies to single unit applications of single door only, as shown in S::ction 10. Single poor units shall include all components described in the active leaf of this approval, 3.2 Units with dimensions smaller than these show.... Section 1.3 shall qualify under this approval. 3.3 For Design Pressure Rating, see Section0, TESTS PERFORMED. 4. INSTALLATION _ 4.1 Screws and Method ofAttacJunent SILL : Three #10 x 2 -1/2" FHWS 12 "f.o.c. HEAD : Three # 10 x 2 -1/2" FHWS at 1.2 o.c. JAMBS : Seven # 10 x 2-1/2" FHWS at 6 "'from top and 12" o.c. Note: Please seejlote 411. Page 3 4.2 Limit shim space to a maximum of 1/4 4.3 Attachrrients of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. Manuel 'erez, P.E. Plans Product Control Division iner I1 Therma-Tru .orporati n ACCEPTANCE No.: 96- 0812.02 • NOfl:F, OF ACCEPTANCE: SPECIFIC CONDITIONS • • 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 ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance and'Drawing No. B0107 Sheets 1 thru 7 of 7, bearing the Dade County Product approval stamp. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive doors, mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to he installed. 6.4 Note: The installation of this unit will (lot require a hurricane protective system. -2b- APPROVED EXPIRES : DEC 0 2 1996 : DEC 02 1999 0 lvfant l Perez, P.E. Plan s.E) aminer 1I ProdiJct, Control Division TEST TEST LOADS DESIGN LOADS AIR INFILTRATION ® 1.57 PSF PA 202 -94 (0.37 CFM/FT) 0.12 CFM/FT2 NCTL- 210 - 1851 -1,2.3 ---- - ------ UNIFORM STATIC PRESSURE TEST DESIGN LOADS PA 202 -94 POSITIVE 30 Seconds +55 PSF NCTL -210- 1851 -12,3 +55.0 PSF NCTL- 210.1851 -1,2,3 UNIFORM STATIC PRESSURE TEST DESIGN LOADS PA 202 -94 NEGATIVE 30 Seconds +65.6 PSF NCTL- 210 -1851 -1,2.3 +65.6 PSF NCTL -210- 1851 -1,2,3 WATER RESISTANCE (PSF) PA 202 -94 +8.25 PSF NCTL -210 - 1851 -1,2;3 +55.0 PSF NCTL - 210 - 1851 -I,2,3 UNIFORM STATIC PRESSURE TEST FULL TEST LOAD • PA 202 -94 POSITIVE 30 Seconds • +82.5 PSF NCTL- 210 - 1851 -1,2,3 +55.0 PSF NCTL - 210 -1851 -1,2,3 UNIFORM STATIC PRESSURE TEST FULL TEST LOAD PA 202 -94 NEGATIVE 30 Seconds i -98.4 PSF NCTL - 210 -1851 -1,2,3 -65.6 PSF NCTL - 210 - 1851.1,2,3 FORCED -ENTRY RESISTANCE (FER) PA 202 -94 SFBC 3603.2(b)(5) '; SATISFACTORY NCTL- 210 -1851 -1,2,3 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY NCTL -210- 1851 -1,2,3 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (4,500 cycles) +55.0 PSF NCTL- 210 -1851 -1,2;3 +55.0 PSF .NCTL - 210 -1851 -1,2,3 CYCLIC WIND PRESSURE TEST + SFBC PA 203 -94 NEGATIVE (4,500 cycles) -65.6 PSF NCTL- 210 - 1851 -1,2,3 -65.6 PSF NCTL- 210 - 1851 -1 2,3 Design Pressure Rating (Positive) +55.0 PSF Dcsign Pressure Rating (Negative) -65.6 PSF • Th rma -Tru (or on' 7. TESTS PERFORMED NOTICE OF ACCEPTANCE: SPECJFIC CONDITIQN$ M RESULTS AI, I,C,r 1 A. IN r, r(o. 70 - 014 v� APPROVED EXPIRES DEC 0 2 1996 DEC 021999 2c - Manuel erez, P.E. Plitns Product Control Division iner I1 • • 9. COMPARATIVE ANALYSIS: None - 2d - APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC _CONDITIONS DEC 0 2 1996 DEC 0 2 199.Q 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, per PA 202 -94 3) Water Re4istance Test, per PA 202 -94 4) Impact Test, per PA 201 -94 5) Cyclic Pressure Test, per PA 203 -94 6) Forced Eritry Test, per SFBC 3603.2 (b) prepared by National Certified Testing Laboratories test report No. NCTL - 210 - 1851 - 1.2,3 (S) (I) (C) (F) dated 07/11/96, signed and sealed by Barry D. Portnoy, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings`and sections. 8.2.2 Drawing No. B0107, Therm .Tru Corporation "3/0 x 6/8 Steel -Faced Foam - Filled Outswing Door (Egress)" Sheets l thru 7 of 7,dated 10/28/96. 8.3 Material Certification: 8.3.1. Certified Tensile Test Report issued by ATEC Associates, Inc. report No. 70 -02 -95 -247, dated August 6,1996, signed and sealed by Peter G. Read, P.E. 8.3.2 Test report on "Methods of Fire Tests of Door Assemblies ", per ASTM E -152 for P 101.60R1P 1038U foam core mfg. 14y BASF, conducted by Warnock Hershey, to , report No. 6 721 dated January, 1994. • 10. TYPICAL DOOR ELEVATION AND CROSS SECTIONS: See Therma Tnu Corporation Drawing No. B0107, . Sheets 1 thru 7 of 7, bearing the Dade County Product Control approval stamp. Man el Perez, P.E. P1 Product Control D xaminer II APPROVED : OEC 0 2 1996 EXPIRES : OEC 0 2 1999 NOTICE OF ACCEPTANCF STANDARD CONDI'_T1QNS 1 . Renewal of this Acceptance (approval) shalt 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 (3) 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 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 sable 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. J. 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 ar,.endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade C •nty, Florida, and followed by ex;,ira:ion date may be displayed in advertising literature. If anv ::;: ion 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, stall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job sit' at a:i t imes. The copies need not be resealed by the engineer. • 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of ' :ceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(d) and this last page 3. • I 1 • .0 I1 . 11„ !$I 1 2 w I ,,,lv 1 ACCLGr l AtrL G 110.• yv uO1c,u� 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. 1 1. The spacing of fasteners at window sills shalt be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, 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. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 • t e South _ :;Florida Building Code. L END OF THIS ACCEPTANCE _ Manue 'erez, P.E. Plans Exa Produc ., trol Division wo Me WS n (3) FASTEKES, 9 AS S)Dif . . . THEE (3) 110 X 1 1/2* Salt, KT D(STALL4TIDI OLEO EIBUY 110 X 2 1/2 SIMS AT STE Ri) VII MS -- Mgt. SEES EACH likk SE191 (7) PSIDERS, 5101 8114.1.1' •4 110 X 2 1/2' WIC 11-1ERMAIIIRLT CORPORATION CIRAWING TITLE 3/0 X 643 sr-FACE0 FOAM-FILLEO OUTS 1ING (REss) SHIT 4 1F 7 tAN Erf: R.YEST OECKED BY: G.DAVIS 'APPROVED BY: oATE : 10-213-4 DATE: 10-2816 DATE: SCALE: lceAVIt* HO. ME ID7 REY: A TEST STRIERRE ArtIOAD AS COMPUING flw TNT same nem 1lUittOIC coot •.r. 4.4.. TriMe unsc coaf act cownv4 eul calci AOCCILOCE P0. Iff 'ZOO • • • MIAMI-0ADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE MetalTech, Inc. 7635 West 2nd Court Hialeah FL 33014 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 24 ga. Storm Panel Maxim 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, along with drawings prepared by Robert S. Monsour, P.E., and test reports prepared by Construction Testing Corporation and Certified Testing Laboratories. 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. Acceptance No.:98- 0304.03 Expires:10 /01/01 Approved:10 /01/98 - -1- Internet mail address: postmaster ©huildingcodeonline.com 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 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 Rod l iguez 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 Hornepage: http : / /www.huildingcodeonline.com • MetalTech, Inc. • • APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS l 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 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 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, 2 and this last page 3. ACCEPTANCE No.: 98 0304.03 3 - OCT 0 1 1998 OCT 0 1 2001 END OF THIS ACCEPTANCE ,/ Ile . ! .' I Helmy A. akar, 1 .E. - Product Control Examiner Product Control Division - ID MetalTech, Inc. • ACCEPTANCE No.: 98- 0304.03 APPROVED OCT 0 1 1998 EXPIRES OCT 01 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves a 24 ga. steel storm panel type shutter, 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 The 24 ga. steel storm panel type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98001, titled "24 ga. maximum impact storm panel ", prepared by Ramms Engineering, Inc., dated January 10, 1998, last revised on August 14, 1998, sheets 1 through 7 of 7, 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 All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION The 24 ga. steel storm panel type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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. • Helmy A. akar, P.E. - Product Control Examiner Product Control Division -2- APR -21 -98 • 03:15 AM ALL IEDDOORS PRODUCT CONTROL NOTICE OF ACCEPTANCE Amarr Garage Doors P.O. Box 288 Winston - Salem, NC 27102 -0288 Your application for P 24 GA. Steel Secriona under Chapter 8 of the e ..: ' -' lade 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 Amarr Garage Door Drawing # SFC -S90 -001 sheets 1 dC 2, with the lastest revision on 07/23/ signed and sealed by T.L. Shelmerdine P.L. (For complete listing, see Section 7 of this Notice ofAcceptance) has been recommended for acceptance.by the Building Code Compliance office to bc 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 bc incurred by the manufacturer. Acceptance No. :97- 0114.03 Expires:10 /09/00 ✓ THIS IS THE COVERSIIEET, 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. • \■ ! Approved:10 /0919 Internet mail address: postmaster @buildingcode0nitne.com -1- 9549469074 METROPOLITAN DADE COUNTY, FLORIDA METRO -BADE 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 -2906 PRODUCT CONTROL DIVISION (305) 375 FAX (305) 372.6339 P.02 au l K odtiguez Product Control Supervisor z s ` anger, Director Building Code Cnrnpliance Dept. Metropolitan Dade County Homepage: tittp : / /www.bulldingeodeonllne.eom Track Skin End Stile Center Stiles - End Hinge Center Hinge Horizontal Reinforcement Shape Frequency One/Section 0.083 24 GA 20 GA 20 GA 14 GA 14 GA R Truss Sx6x18GA APR -21 -98 03:16 AM ALLIEDDOORS 9549469074 P.03 g+. • . Amarr Garage Doors ACCEPTANCE NO: 974114.03 1.0 DESCRIPTION: This approves sectional door 16'•0" wide x 7' -0" through 8' -0".high made out of steel, commercial quality with a minimum yield of 32,000 PSI (ASTM A526) galvanized coating of G40 (ASTM A525) finished with baked on polyester coat. The door shall be constructed and reinforced as detailed in the approved drawing #SFC- 590.001 sheets land 2. 2.0 USE: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This door is approved for a maximum design p ssure of +45PSF and —54PSF - its use is restricted to this pressure. The door passed the impact • cyclic test; therefore it doe of require hurricane protection devices. The door shall meet the burg security require,. of section 3603.2(c)2(aa) of the South Florida Building Code. The door operating mec anism (not included in this approval) shall be certified by Underwriters Laboratories or other recognized agency. -2- : teT 0 9 1991 :OCT 0 9 2OQO Candido Font, PE, Sr. Product Control Examiner Product Control Division 24 4A. NN 0104401 4104 004 1000 24 R0) 0/ 0 -40 CAL.. 44006-64 mum. LOP 10(41. • 2• r ti- COAT. ALUM. (0110!504 0/ COW. Mtn ASTRAGAL SCCDOV A -A (SIDE VIEW) AL_ 2 - I 13 0A CALV. CON. 10P ROLLO &RAO4T AT1AD4E0 N/ (2) VW 0 1 -3/I' LW Can PEA &RACKET AND (2) •/•• A 3/.• 101 ME•0 SCAMS 000K1001 0JOE 40(40017 (470(400 WI CO 1/.• R 1n' SCAT • 4017 POT 40(4047 Y.4 a CA CA_.. SOIL 'A' LASS ATTAOI1! K/ (4) a/U • 1 -5/1. LAO oars 40 a OA 311LE AHD 11'/ (2) or 0 3/1 mu MPS 017 MOWS S AT EA NTnR1mAR S2LA 2 A 4 WOOD 0100( DOW D ALL 04D SRLS 7 t. CA CAN. MIL Ry2* 1410 ( ATTAOHD 04 A•) 1/0 • sp• 1417 ICAO 10010 AND V J slur • 1 -1/0• LAL` PQ M ER MOE 13 OA 0µV. snza. 001040 /100(11 Af7ADm V/ (2) or . 3/4' ! 0 0 / 1 11 4 ALAI) AND LAC 004.7 NOR: SET 1000 4410 ATTAO01pT 10 STRUCTURE- n u 34• 70' NON 00085 0050NE) Jail !140@73 f0' NCN 000RS REWIRE • MASS 01(40475 (1.b• 000011 NAVE o00010440 .OAO SIA04T AT M) MAC(. COW COW-1=R ATlON SCALL I/2 - 1 .LIMB AND HEADER CONFl3URAT10N SCALE 1 /e' - 1'.... ,ALE • 000 CRONI004ANIR srs70M 040■204040 TRAIL( 9000 TRACKS AI SAS 4.0:(470040 M/ (1) 1 /4' - MACK MAX 70375 • HUES 001000 004001(410 10 JAYS 011. 11/ (3) [M' N 1 -3/4' LAG 004.13 13 0A CALK .N10 DRAM ATTACHED M/ l/J -20 TRACK' S•UCE 004.1 • MIT OR We DA 4147 af10' OA.. 1 -S/ IA0 Oaf AT (*04 JAL! r SALT. Tlm TWA= TMO1 140101020 .00T 0110008 O CNIAQ --A.' W05 •1.0 1^ Du1D. Laos 1 I i' I I I l. 1 I ITS IPAOs - 47 LISA, SEE 040117 2 • 3 -OVA L0 i POSTT1(P•1 /f' 1 •(aT6Y '0013AC NOM 1. ALL THE LOAD IRON D4 0007 0 11019110.7 10 O6 LOO :AL 1RACM. TROY ME 11004 ME LOA: 10 IRJWYOROD 10 06 200401 .0443 Std NOR1(0NTAL A40 CS NEAI10 4404011 W0 POISON O 04 1010 1AANVERRE0 1001 THE DOOR. 2. TAW. .0116(44. Arun 05542[5 NAOMI DEVON LOADS Of: •31A0 113/f/ A -451.0 IDS/f1 3. (404 2ENICAL JNJOS R0QMS NAOMI RST LOADS Of: •4067.95/17 • .4000101/2'0 4. 0.L FAVORERS USED :0 00 JAW'S 047 SE COUNWI1104 10 PROMO0 A 0.19. (0044100 5.01AcE. 0. M3OI11I0 04R11134.µ 02040113 01401 SE OESORD 17 A RC*S1RW *4400(5000(44. OIOW Ca wo 50(403 04034170 ON 110 011A110 M MORON 73 04100 1040■04. MOR7p17AL ANOM NOV S 4 '1396 OT 1400 A (5!00 CA (60 07 110510.1311) W007 JAMB ATTACHMONT TO STRUCTURE TOR (471000407 04 .1003 f0 CAST IN PACE (OMORIC US( 3/0• MAMA (•PRE OOIrs 07 N_f. WT31 021.3 A NANWA( Of if 4x00 CACI ENV MD 01 2r a0 100134.. (4140404400 1..51 44A1C A 114000 Of 2 -I/2 (4(1TDY01T 0110 =mare. AN(DRS SY 014431 MANLPACOMES AA( *0:00730(1 PROW= ~OM P1A14I1 CA•AOUY If 4300 000CS MOHAN (1210 00.005 AWN/AL1) IN 0, - DODO PC WJOC12. FM 4704/04037 10 00.100 0(001. LSE 1/4' 0010015.7 10•00•1 04101 RS O 711W 0UI.CTa. P45T4AL • INS Of ANC•ON5 A NAHANNI Of A R1O1 C404 ENO. AND A PAIR 41 45 - OH CM)110. 114 PAR Of (44000!/6 000404(0 00 APPROINIARI T 3' CENTER 10 CO4100. 0.■1005 M45T HAVE A 104MM OF 1 -1 /f (NICD101T 1170 •OMDW DLOOL AN011OIS 0T OTHER N NIUTAC LOCS 004 (4000701(( 044000(0 WRAY PULLOUT 010(40010 us maws 0(4004(400( (114 rouses A10IAWLM TOR ATTAC100R TO MOO:. US 5/14 DOUREST LAC 10Nei .15. 011,41 O3 A 4000000)44 Dr 4' 1x7( (404 (W. APO 41 it ON 0005. mows NU1I NA1C A Ys01W Cf 1 -1/1.. O111123YW1 NITO "COD I1%UOTURE- ALL 00075 KIRI Y MULLED M 050000ANR WIN 0AANUFACTURT1 I ISUAIC10NS. MAX S12E 16' 1 8' DESIGN LOADS +45.0 PSF -54.0 PSF TEST LOACS ♦67.5 PS -81.0 PSF J e ) 817 CF (4) LAGS MOM R TRJff A DO SAf (pi 2) A ; IETM SIIA111C GESRPeol (Y Koos 5934 GRASSY (241041 a30. a�u��Qp Nato /J)G 10/07/1.4 DAR lIMS10N SALEM NC 27105 MODEL #950 "HERITAGE in- Short Panel and Plush Al' as LR 400 28116187 AM OAII 0/07/11 DRAM 4.4671 B moan sr an on lo/o7 oo SFC -590 -001 0690 r L SMARMS PI ilt 114 014172 SHOT 2 OF 9� • 7.0 EVIDENCE SUBMITTED: Test Report ATL #95- 052201 CTL — 67413 MS ARM -1 Drawing Amarr Garage Doors Test PA 201, 202 & 203 ASTM E -8 • ASTM B -117 Number SFC -590 -006 Date 06/10/96 08/13/96 04/23/97 Lost Revision 12/19/96 Signature G.D. Sullivan, P.E. R. Pante!, P.E. M. Mosbat, P.E. Signature T.L. Shelmerdine, P.E. Candido Font, PE. Sr. Product Control Examiner Product Control Division -2b- APR -21 -98 03 Art ALLIEDDUUK PRODUCT CONTROL NOTICE OF Amarr Garage Doors P.O. Box 288 Winston - Salem, NC 27102 -0288 Approved: 08 /14/97 lication for Product Approval of ectionat Garage Door t , ' haptcr 8 of the Wtropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, ar. completely described in the plans, specifications and calculations as subm fitted by: Applicant, along with Antarr Garage Door drawing # SFC - 590 - 006 sheets 1 & 2 with latest revision on 12/19/96 signed by T.L. Shelmerditte P.E. (For listing, see Section 7 *alibis Notice of Acceptance) has bcert 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 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 Codc. The expense of such testing will be incurred by the manufacturer. Acceptance No.:96- 0821.04 `- Expires:08 /14/00 7/ Internet mail address: postmaster (cbuildingcodeontlne.eom METROPOLITAN DADE COUNTY FLORIDA METRO -DADE I=LAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 ACCEPTANCE MIAMI, FLORIDA 33130.1563 (305) 375.2901 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 Rt,ilding Code Compliance Department and approved by the Building Code Committee to be used in Dadc County. Florida under the conditions set forth above. FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 taut Rodfiguez Product Control Supervisor r s ganger, - Director Building Code Compliance Dept. Metropolitan Dadc County Homepage: http : / /www.bultdingcodeonline.eom Track Skin End Stile Center Stile End Hinge Center Hinge -1 Horizontal Reinforcement Shape Frequency One/Section 14 GA 24 GA 20 GA 20 GA 14 GA 14 GA 16 GA. C Channel or 22 GA. R Truss APR- 21 -98• 03:18 are HLL LtLLUJ" • Amur Garngc Doors 1.0 DESCRIPTION; 2.0 USE: ACCEPTANCE NO: 96- 0821.04 APPROVED : *AUG 1 4 1997 EXPIRES • : AU6 1 d 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves sectional door 9' -0" wide x 7' -0" through 8' -0" high made out of steel, commer4ial quality with a rninirnum yield off 26,000 PSI (ASTM A526), galvanized coating of G40 (ASTM A525) finished with a baked on polyester coat. The door shall be constructed and reinforced as detailed in. the approved Drawing #SFC — 590 -006 sheets 1 and 2. This door is approved for a maximum design pressure of +52 PSF and —62 PSF and its use is restricted to this pressure. The door passed the impact and cyclic test; therefore it does not require hurricane protection devices. The door shall meet the burglary security requirement of Section 3603.2(c)2(aa) of the South Florida Building Code. The door operating mechanism (not included in this approval) shall be certified by Underwriters Laboratories or other recognized agency. Candido Font, PE, Sr. Product Control Examiner Product Control Division . (1) star OA . u5 50.2 ATTACHED TO +W Al 0.A ..0115 •4/1001 20 0A OALV. SR20 111117040919 702 (1) HA 20CI511 • I f! '111 1r 1 I �2 'II - I I IIO'Y .'y ol,. III I uolomm11 A lc li L.------.. 9 '. E HAIL•• �d {15�IN5 w 11 �..�.,�1111� 1 . I�� r>l�11 {I_.(._11� p I �nd'p. e _ II IiUhi u � 1■ 1111 i±l■M�1 I _ III , A ID MEI ■1111 - .19 Iltll5�5!•111■ . 1 901710011 2,3/4.14111. •-i 02 OA OAL AIM 50/10152 010050 9/ (II 1/4 -20 X !OM. 110.1 r OJT OR 1/t 010 RIMS ( (015 TRACK 05■7514 SON fa 1W110.5) f •44-----■• 41Y / 02' 4114010 CV OPTIONAL STOP I9/901110 r fE>•11 R/S (s.svas 5r SISTAt101) 7' 05.5. SI . I10/24 51/101 mason Ass' 20 GA. 041V. S0R1 .0105101/120 2151 14 w OAP. 50501 M0 . .1.50 ATUO4(0 1P UO 11 { K5 12101 5.0' //•0 INSIDE ELEVATION SCALE. 2/2' - 0' A 4(C / oY Y 5000 LLo01 50501 11.1 00 S1113 TRACK NOI2Nr*4G OETAE. SCALE 2' - 1' . 0011 1.104001 • 14 CA CALM. 200. NO WA 5/ 5 0 AMOCO OC . :. sot (2 1G1 010/1 NO . . • SAO MIS PIA 02001 2 I0-1/2' 0 MRS 04050100 TO 2010 *3050 20 CA. CAM. 5106 00 Sill 14 CA CYV. SIM. 001101 2111910 AAAOo 0/ (e) 1/s• ■ .0/4' 0/ 122AO 071C01 (S) 5,0s' 1-s/m• . .. LAG 501 101 AMR Y A A• woos 81000 5025 AIL 00 500.5 tile 5A. •Clf 1.205171 20 G. OA1V. 1110. 0o MS 12001G0000 AM NOM /.' 0000 AID RAAOUA50 PALL 51 05504(0. 5A1UTACIUR2D PAO NRAlm PAWN S1A00A0DS AZ 0.1 MOWN 00 25 NATIONAL AS30011110 1 Of 0/1/1/105 2004 MARAPICRRIOS. 2. 00011 200403 015.1 r 20 OA. (.0221 0012 (0 04511 COM5*0M. 0221.10. 1104 100 21 01 111/ 4..4 CALriW1A10N 3. 000111 0010 712 1464 0.00952 Of (4) 55001015 AS 91001. UM (I) 2-2/0' 'R' 301105 POI 500050. 4. 000111 UPTO sV 0101 00111 Of (5) IC5 45 AS 010711. UR (1) 3-6/1' 'R' SUSS P01 50011011 MSL[ Slot 50! SCJA 1' - P • 11AX SIZE 9' x 8' DESIGN LOADS •52.0 PSF -62.0 PSF 5931 GRASSY CREEK BLVD. - .' ".WINSTON ssaM; tic "2710S MODEL `#950 , "KERITAGE;.111r':.'. „ . .''' Short Panel. Long- Panel .; and'. Flush 8 S(II MAP ST A5( our op ' pG�IIC N1KA'; ow:a er Rn DAR 94/20/12 SF 590 loom sous 1 muter( Pt IX 9. won 94T" I d • 71 ' D o (2 )02 0- 1 •*2 04 20 POL \ K71) w/ 22 0222 T. DARD -b/ 0► (. 1r r - C22T. K11M. 23472004 0/ 00111. 11110 222222200 SECTION A -A (S1OE MEN) SCALE • • 1 N CA CALV. Are ITO =WA DMO01 AR00 M/ (2) 0/11 2 1 -2/R LAS DOLTS P01 DRAORT YID (7) 1/•• M 2 /•• ma MUD TOM . 10YT1Aa( SLIDE 02AaQ1 ATTA0402 W/11) 1/4 1/7 SO•T • wut PA SRA0T. -1/1 . 3- IS/14' tf 022 C*2. SRL '2 TRUSS ~CD y (2) 3/14' • 1 -3/1 LAC DOLLS *7 U DO SUL 03 V/ (2) I/4• • 3/4• 14U[ MAO SO025 AT U DI1T1D[D1AS tots __ I • 4' woo moat DOYID ALL 040 01W 13 OA ewn. T 27 2/ () l/4• • 3/4• 101 101) SOUND YO 2/ (1) 5/14' • 1 -1/1/ LAO DOLT 14 4 2KV. SRO AQUA MKS *7122020 w/(4)1/4" • 3/4' M01 MEAD SCREWS NO 2/(2) 0/I1 • 1 -2 /) LAO DOLTS ►A 100113X 12107 *2201 WADS •2301U411/1/ -112.3 IMS/TT 10110002 v 042400 MAX 2004 WO' 1111111111111111 01ST LOADS DI= MISS 2 • 3 4351.7 :11$/22 -423.2 LAS/TT POWITA 1140912( .. T1 2402 20010 110727AK 7 I p 422203l5 rr 1204 0000 mom D *22 swan (Wr 00111 NAK A00204K !Ale 321/0232 AT 71) 1RACK CO11f10URAl1ON 1104[1 WOA1KC ►RnCDK 1. ALL 322 10220 (11011 1122 ODOR 0 TRANST102 TO OD VTA0CAL TRAWL 111041 114I IRADL RD LOAD 0 1/22210050 TO Ott 101101 . 1Y7 1.22 20•702114L 00 OR 1222001 8101)40 20 200210 OT MS WAD 22.YQA>n SNOW MS 000E 7. .73 2 JAMS 3 MO S M� DT900 Lama art 3.1204 1411101. ..80411S R22401 MAMMM DST L00.30 21 4332.2 ttl/IT • -4214 01/11 • ALL 24510202 2110 TO a 311132 4.5 O 00 0171003 To 2201432 A /1091 110211004 9111400 A 0!222100 311AKTURAI. 0713175 MMYL K Of100 DT A 2[0111011 * 0202302/0 0101010 MR 82O L0222 N1)01172 04 1115 0011101 M 1100(001 TO 0710 102042 • • SCALE 1/r - P SCALE 1/4' - 1 0000 OOUOOONNQ 022102 MOK0IIAL 1111A0I /� 11042p1TK AMOS STOLE TRACKS AT 1141 LaD110M K/ (5) l/4• TAAO1 INCE DOLTS • DUD 220420 OCOCAA102 TO JAW 11014 0/ (3) 3/14' • 1 -S /1 LAO Dars It CA 0ALV, AAW 2302tT •1104172 Tr/ 1 /4*-10 001 SPUD( 002 • WI OR 1/4 DA. RIM S/1S 022 I -3/E LA0 00.2 AI U01 JA 400•1 1' CALV. S1271 1111101 TRAM 11 4 017 1 07` .04r 3A1.48 AND HEADER CONf1GURAI1ON r __ MCA •4420 lane At 4402220102) • EIEffiffir MAX SIZE 9 • 0 OESIGN LOADS •52.0 PSF -62.0 PSF TtSr LOADS ♦ 78.0 PSF -910 PSF A 1E1 DRAMS 01fp/W i*A( RY 060YSN OT PC1924 'DD[ 1 KT MODEL #950 "HERITAGE IfT' Short Panel. Long Panel and Flush OR[ 0(/30/1{ 902 1 Mal KT AA( B MOLD By KY OILIER IMPS L 90101 U 12 N. 011070 PA[ 01/31/16 ammo 10000 SIC- 59G-006 SKIT 7 0 7 O1 mmi woes 5931 GRASSY CRUX 8100. 106111 SALEL. NC 27105 1;€1F1 011111 • • • (> � -� BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING `_G 140 WEST FLAGLER STREET, SUITE 1603 Q` - • .' F MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 .� .. FAX (305) 375 -2908 Pittsburgh Corning Corporation 800 Presque Isle Drive Pittsburgh PA 15239 Acceptance No.:98- 0527.03 Expires:08 /06/01 ✓ Approved:08 /06/98 Your application for Product Approval of , CliNin,t Masonry wrtl Mortar.: 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 wills Pittsburgh Corning Corporation drawing # A, street 1 of 1, dated 03/01&03/98, signed and sealed by C.D. Hays PE. 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. 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. Internet mail address: postmaster @buildingcodeonline.com METROPOLITAN DADE COUNTY, FLOP' METRO -DADE FLAGLER BUILDI■ PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Raul Rodfigucz Product Control Supervisor .s w anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http:/ /www.buildingcodeonline.com Pittsburgh Corning Corporation ACCEPTANCE NO: 98- 0527.03 APPROVED : AUG 0 6 1998 EXPIRES : AUG 0 6 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 1127.01, which was issued on 06/26/97. It approves Pittsburgh Corning Glass Blocks 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, (SFBC) 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 Pittsburgh Corning Glass Blocks shall be fabricated and used in strict compliance with the following documents: Drawing #A, titled "Regular Thickness Glass Block Panels ", prepared by Pittsburgh Corning Corporation, dated 03/01 & 03/95 sheet 1 of 1, 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 approved drawings. 3. LIMITATIONS 3.1 The Glass Blocks are for use as non -load bearing walls. 4. INSTALLATION 4.1 The Pittsburgh Corning Glass Blocks shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product up to 30 feet above grade will rcquirc a Hurricane Protection System, but for installations over 30 feet above grade it will not rcquirc a Hurricane Protection System. 5. LABELING 5.1 Each block shall be permanently labeled with the manufacturer's name or logo and the Miami -Dade County Logo. 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 to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the SFBC in order to properly evaluate the installation of this product. Candido Font, PE, Sr. Product Control. Examiner Product Control Division Pittsburgh Corning Corporation ACCEPTANCE NO.: 98- 0527.03 APPROVED : AUG 0 R 19gP EXPIRES : AUG 0 6 2001 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 for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. andido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS -3- hod • ....11.01.. •AT'• Type I Layout 11 ••.... -1111._ Dsdgn Pressure Rating *75 PSF . Yew AMY • Ir. ore*. • 11••••••• *MOM d• IT' .....r. •1101. away 11-. S Or Wear • Boaaltratlooa: • 01a. load um. 1r■ 1r. 4• (nominal .11.) OECORA Winn trod. • Maur. Rye seer ASTU =re • 1 Y-gap., r sada .Mn bux••.40s0 04•••■•••• a 10 . O.C.. tw44p.e galvanized.. . • Paw anchor.. 20 (pupa palau.e shed saran, t4' ■ l•:. Ilo14dpyW galvanized. al bo01 )alb and II.W 1oca0als a1C1w1W .M 1110 ■ 1 /: hens pa. s.4 .asw aid, 110 waroar (2 pa paw amain) or (1) Y.• it IV: NMI Kant Boll • Egansion Meade Y: mice polr.lnyl.ns type. • Seems: Salaam typo. 1111 (2)11101 IV: LP$ aJ /0 w.dw T. IV: MS Ku* tae2 • 111r OA a 1• Ems. Psalm M.MW r. 4% . V: 0063:152AU1. 1•411. Channel Restraint Detail B -B Pittsburgh Coming Glass Block 4V: • 4V: CIW Opening Panel Anchor Restraint Detail A -A PC E.p.rlon Sblp -PC Olds aoe• ten • OEalow N.T.I. CHICO O11Aww N.T.L. scald N.T.S. GATE • 3-1.96 OATS 3.3.95 any or... ea Mot or ,-A . M Pool 11a •f■ SW aa gioaadaoa: 1111 • 0111 hoar Was: sr le lr ■ . (wand abs) .) OECORA• vast • Maan'Pip• r par AI M 0170. • MY10Mwl •bt Lana 1 YY . s. Opium ee •M1 011a•he1011d aar•assr Ir A. s Iw W 41pp YrwlmSt • N11d slaw. 20 YAP .it. sand •.. , .0 d t4 ■ I4. Ihe114lW alhe p ad..4a boll )a10 a Mad a0 MO11Ea d ' s anatla. 0 1 101 W leer ward wow 110.10, wad a we (2 per rand Mlle) (1) 11•• ■ 11 11.1k Ball d • Espandon Me11a111t w 1slt pdr.Nylar .W ltip•. - . • B t Mane hv.. al 111 Logoam 1111 •1 01••. ,11»11 Nod tar-. 011101 noaxr COMM OISSIOx Reams CON 0111•1 ACCNU•IC1 x0. W -OT H• O} m TITLE REGULAR THICKNESS GLASS BLOCK PANELS Type II Layout • PI1TNY11aaw coaisoM costa 1111• •■•••••• 14•a ••••e • .IT1•.•M•.. N' 1•■• 11 11... •.a.• •••11•••• • • 1r111 .4. parr se•I So* w mon or 1T'•• Carol D. Nay, Ph.D., P.E. PE 36806 . nrotln... Nate orn.l11.ta41e AVM' AROUS• Verse' .1 B7• Verse' .167• it x tr x 4• .3m R.gula DECORA• r x r x r .167• rxrxr .167• tr x 1p• x r Jm 42r14• .187• rxrx4• .187• R•gula ESSEX•AA rxrxr .187* RepuW VUE', • rxrxr. .ter rxrxr - .117• lrxtrx4• .375• rxrxr .ter rxrx4• .ter THICKSET' DECORA• r x r x 4• .m• ... rxrxr ' .75• . . THICKSET' ENOuRA ' rxrxr .7V THICKSET' WE* • rare 4• .75• • - . rxrxr .75• hod • ....11.01.. •AT'• Type I Layout 11 ••.... -1111._ Dsdgn Pressure Rating *75 PSF . Yew AMY • Ir. ore*. • 11••••••• *MOM d• IT' .....r. •1101. away 11-. S Or Wear • Boaaltratlooa: • 01a. load um. 1r■ 1r. 4• (nominal .11.) OECORA Winn trod. • Maur. Rye seer ASTU =re • 1 Y-gap., r sada .Mn bux••.40s0 04•••■•••• a 10 . O.C.. tw44p.e galvanized.. . • Paw anchor.. 20 (pupa palau.e shed saran, t4' ■ l•:. Ilo14dpyW galvanized. al bo01 )alb and II.W 1oca0als a1C1w1W .M 1110 ■ 1 /: hens pa. s.4 .asw aid, 110 waroar (2 pa paw amain) or (1) Y.• it IV: NMI Kant Boll • Egansion Meade Y: mice polr.lnyl.ns type. • Seems: Salaam typo. 1111 (2)11101 IV: LP$ aJ /0 w.dw T. IV: MS Ku* tae2 • 111r OA a 1• Ems. Psalm M.MW r. 4% . V: 0063:152AU1. 1•411. Channel Restraint Detail B -B Pittsburgh Coming Glass Block 4V: • 4V: CIW Opening Panel Anchor Restraint Detail A -A PC E.p.rlon Sblp -PC Olds aoe• ten • OEalow N.T.I. CHICO O11Aww N.T.L. scald N.T.S. GATE • 3-1.96 OATS 3.3.95 any or... ea Mot or ,-A . M Pool 11a •f■ SW aa gioaadaoa: 1111 • 0111 hoar Was: sr le lr ■ . (wand abs) .) OECORA• vast • Maan'Pip• r par AI M 0170. • MY10Mwl •bt Lana 1 YY . s. Opium ee •M1 011a•he1011d aar•assr Ir A. s Iw W 41pp YrwlmSt • N11d slaw. 20 YAP .it. sand •.. , .0 d t4 ■ I4. Ihe114lW alhe p ad..4a boll )a10 a Mad a0 MO11Ea d ' s anatla. 0 1 101 W leer ward wow 110.10, wad a we (2 per rand Mlle) (1) 11•• ■ 11 11.1k Ball d • Espandon Me11a111t w 1slt pdr.Nylar .W ltip•. - . • B t Mane hv.. al 111 Logoam 1111 •1 01••. ,11»11 Nod tar-. 011101 noaxr COMM OISSIOx Reams CON 0111•1 ACCNU•IC1 x0. W -OT H• O} m TITLE REGULAR THICKNESS GLASS BLOCK PANELS Type II Layout • PI1TNY11aaw coaisoM costa 1111• •■•••••• 14•a ••••e • .IT1•.•M•.. N' 1•■• 11 11... •.a.• •••11•••• • • 1r111 .4. parr se•I So* w mon or 1T'•• Carol D. Nay, Ph.D., P.E. PE 36806