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BP-04-1352
Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10 /25/2004 Applicant: RAUL Owner: LOPEZ JOB ADDRESS: 166 Contractor Local Phone: Parcel # 1132060131970 NE 101 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 6 & E1/2 LOT 7 BLK 15 LOT SIZE Fees: FEE2004 -10459 FEE2004 -10460 FEE2004 -10461 FEE2004 -10462 FEE2004 -10463 FEE2004 -10464 Description Budding Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $270.00 $4.80 $5.00 $1.60 $6.75 $30.00 $318.15 Total Fees: $318.15 Total Receipts: $0.00 4 5(o2Z Permit Status: APPROVED Permit Expiration: 4/12/2005 Construction Value: $8,000.00 Work: REPLACE WINDOWS -RETRO FIT WITH HURRICANE IMPACT RESISTANT GLASS Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -1352 LOPEZ RAUL ST Contractor's Address: Page 1 of 1 OCT 2 9 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATI FBC 2001 Permit Type (circle): Building Electrical umbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) R4UL Leo- Phone # k' 761— e / 1Q Owner's Address /, (, /V /0 City M 144f fit) 0 State �/� �� -- Zip i Tenant/Lessee Name �/� Job Address (where the work is being done) 1/ 42 $, 4 t JO j City Mann Shores Village County Miami-Dade Zip Is Building Historically Designated YES NO l� Contractor's Company Name [Jtt) € . Contractor's Address City State Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit V 0 t 0D Type of Work: ['Addition Describe Work: R-€ PG Z 7 `oN. /1� * *� * * * * * * *** * * * * *** *F * * *** * * * ** ** ** * * ** * * * * *, *** Submittal Fee $ ermit Fee $ . � CCF $ CO /CC �-- Notary $ s' t......, Training/Education Fee $ b 60 Technology Fee $ b . 75 Scanning $ 3o Code Enforcement $ Total Fee Now Due $ g f s a (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ❑Alteration, Structural Plan Review. $ Master Permit No. Phone # Phone # tl I tip Io Permit No. bR 11c_ M57_. `3 3 i3 •I Zip Square Footage Of Work: ['New I' • epair/Replace ❑ Demolition L � l LU e--, Radon $ Zoning Bond $ Bonding Company's Name (if applicable) ao- Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whic occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not >..rappro J d a reinspects. fee will be charged AC - Si Owner or The foregoN. instrument was a day of O ld ,20 who is personally NOTARY Sign: Print: My Commis. . n Expires: ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ***** ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Signature Contractor led:ed before me this 1 q The foregoing instrument was acknowledged before me this day of , 20 , by to me or who has produced .. ./10 1 .41 1 who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. 0 NOTARY PUBLIC: ,.� Y� : Mlabei Vargas .a.•• -•a'� .S4 Sign: Expires: Jul 113 2007 Print: on1., n Atlantic Bonding Co., Inc. My Commission Expires: OCT 151004 Plans Examiner Engineer Zoning I OWNER BUILDER DISCLOSURE .STATEMENT Located at: / e- 3440/z ?. Legally described as ' Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),,,nd I have read and understand the following disclosure Statement, which entitles me td *Ark as my own contractor, I further understand that I as the owner must appear in person to complete all applications. Produced VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT being the legal property owner, for the property DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - budding. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct FS.C.A. and with - holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument Was aclmowledged before me this 11 day of 20 6LI By gad to who is personally known to me or who has as identificatio . d who did take an oath.' lu' as 14DD2319 aal 13, 2007 Thru onding Co., Inc, 8/15/2006 To: Current Owner 166 NE 101 Street Miami Shores Village, FL 33138- Mabel Vargas Administrative Assistant Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Permit: BP2004 -1352 Address:166 NE 101 Street Miami Shores Village FL33138- Date Expired: 11/16/2005 Dear Sir or Madam In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 00 TAX FOLIO NO. STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 1. Legal description of property and street/address: /' f 46 0 6T 4. Contractor's name and address: mow S#bitt ' 477n) Po /0 -71 , 62 t 9. Expi d date ate is Signature Owner Print Owner's Name Sworn to and subscribed Notary Public Print Notary's Name My commission expi 123.01 -52 PAGE 4 8/02 I [full lull IIIII IIIIl VIII 11111 IIIII IIII 1111 CFN 2004R0958414 OR @k 22777 Ps 0334; f1Ps) RECORDED 10/29/2004 13:02:16 HARVEY RUVIN, CLERK OF COURT IIIANI —DADE COUNTYe FLORIDA LAST F'AGE ul 13, 2007 ,,,,10 A tl antic Bonding Co. lni! • e Bonded Thru .zo1 ? 2. Descrip "on of improvemept: xiasTee I / AJ1 O/,O 12/1) 4214e o' i# igfeAv - O r Odo S 3. Owner(s) name and address: le* 0 Pi 2- Interest in property: Name and address of fee simple titleholder: 060/0*,. 44. cA3' lu 5. Surety: (Payment bond required by owner from contractor, if TE OF FLORIDA, COUNT OF DADE f REF:Y CFRTtfY that Miis,s a true copy • the Name and address: Amount of bond $ 6. Lender's name and address: AR L 7. Persons within the state of Florida designated by Owner upon ® w hom notices other documents may be se r d as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: Notice of Commencement: (the expiration date is 1 year from the date of recording unless a Prepared by me this day of 0C-4 , 200 Address: MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bu' ding Inspection Request gsi Date 1- I [3®' Ll e S- Type Insp'n tIJ ai l/ s _ Permit No. 6 P _ Name ( 1 C; Address 1(& 1 �' E /0/6 Company ®(LQ.L • Phone # Inspection Date App Correction ❑ Re- Insp'n Fee ❑ 55.5 x 51.625 NOA 03-0612.06 Nurn.Hodz. Egress Window Imp3c4 Resist (PG1) October 2004 Raul N. Lopez 166 N.E. 101 St. - Miami Shores - Florida - 33138 38 x 51.625 NOA 03-0612.06 kink& Skiing WWI. Impact Restst (PG1) f } MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Gopi Glass Sales & Services Corporation 7450 N. W. 41 Street Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to hate this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "510" Aluminum Fixed Window- Impact APPROVAL DOCUMENT: Drawing No. W02 -50, titled "510 Aluminum Fixed Window (Impact) ", sheets 1 through 4 of 4, dated 05/20/02 and last revised on 01- 04 -03, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0826.03 Expiration Date: February 20, 2008 Approval Date: February 20, 2003 Page 1 3 1/8' MAX. FROM ENDS I I I 33 3/4" D.L OPG. 37" WINDOW WIDTH USE DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 18" MAX. HEAD /SILL 33 3/4" D.L. OPG. • 37" WINDOW WIDTH FIXED WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. GDP -10 a SERIES -510 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAIUNG BUILDING CODE. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. FALSE MUNTINS SURFACE APPLIED OPTIONAL GDP -7 co TYPICAL ELEVATION TESTED UNITS N M) M 6" 6" tea. e WINDOW WIDTH 16" MAX. HEAD /SILL GDP -7 74" 74" WINDOW WIDTH GOP -7 1 6" GOP -7 MITERED & WELDED JOINT GOP -10 Appfsrsas complying 'rids the Pork% addles Code MA" bL - OSs maw Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE It 16557 C.A.N. 538 2 9 2003 .969 1 .969 1.003 T -- .656 2.438 7so .078 L _1.258- FRAME HEAD /SILL GOP -10 1.180 .888 FRAME JAMB GOP -7 -1.500 r .750 �— II GLAZING STOP GOP -9 .045 COVER CHANNEL GOP -8 .500 .469 4 .750 07 c 0 . .; 0 0 N 0 8 J 0 1 0 0 an 0 a 0 0 CO: N 0 v C 0 0 v >- a 1) 17 0 0 c 2 0 O U 8 a 0 0 0 c drawing no. W02 -50 (sheet 1 of 4 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES 'A', 'B' & 'C' WIDTH LENGTH EXT. ( +) 1NT. ( -) 18" (2) 71.0 71.0 24" (3) 71.0 71.0 30" (3) 33) 71.0 71.0 36" (3) 71.0 71.0 42" (4) 71.0 71.0 18" (2) 71.0 71.0 24" (3) 71.0 71.0 30" (3) 44) 71.0 71.0 36" (3) 71.0 71.0 42" (4) 63.0 63.0 18" (2) 71.0 71.0 24" (3) 71.0 71.0 30" (3) 65) 71.0 71.0 36" (3) 71.0 71.0 42" (4) 63.0 63.0 18" (2) 71.0 71.0 24" (3) 72" 71.0 71.0 30 (3) (6) 71.0 71.0 36" (3) 71.0 71.0 24" (3) 84" 71.0 71.0 30" (3) (6) 71.0 71.0 24" (3) 96" (7) 71.0 71.0 19-1/8" (2) 71.0 71.0 26 -1/2" (3) 71.0 71.0 37" (3) 26" 71.0 71.0 48" (4) ( 71.0 71.0 53-1/8 (4) 71.0 71.0 19 -1/8" (2) 71.0 71.0 26 -1/2" (3) 71.0 71.0 37" (3) 38 -3/8" 71.0 71.0 48" (4) ( 68.9 68.9 53-1/8" (4) 68.9 65.5 19-1/8° (2) 71.0 71.0 26-1/2" (3) 71.0 71.0 37" (3) 50 -5/8 71.0 71.0 48" (4) ( 55.1 55.0 53 -1/8" (4) 52.2 49.7 19-1/8" (2) 71.0 71.0 26 -1/2" (3) 71.0 71.0 37" (3) (5) 71.0 71.0 48" (4) 55.1 55.1 19-1/8" (2) 71.0 71.0 26 -1/2" (3) 63" 71.0 71.0 37" (3) ( 71.0 71.0 19-1/8" (2) 71.0 71.0 26-1/2" (3) 74-1/4" 71.0 71.0 37" (3) ( 71.0 71.0 NUMBERS IN PARENTHES S INDICATE NUMBER OF ANCHORS REOD. PER SIDE. 0 3 z - 2 0 L -J 11.0.1E; WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 3/16" ANNEALED GLASS .090 PVB INTERLAYER SOLUTIA SAFLEX IIIG /KEEPSAFE 3/16" ANNEALED GLASS cc El 114 • If GLASS TYPE 'A' W SIUCONE SCHNEE- MOREHEAD 5731 3/16" ANNEALED GLASS .060 POLYESTER INTERLAYER GLASLAM SAFETY -PLUS .010 PET FILM .060 POLYESTER INTERLAYER GLASLAM SAFETY -PLUS 3/16" ANNEALED GLASS GLASS TYPE 'B' SIUCONE SCHNEE - MOREHEAD 5731 3 3 GLAZING OPTIONS LARGE MISSILE IMPACT RESISTANT GLASS, SHUTTERS ARE NOT REQUIRED WINDOW WIDTH 3 3 3/16" ANNEALED GLASS .090 PVB INTERLAYER UVEKOL S 3/16" ANNEALED GLASS m =„otn 1 I � F�11 cg O GLASS TYPE 'C' Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA PE # 16557 CAN. 3538 / SILICONE SCHNEE - MOREHEAD 5731 D.L.O. = WIDTH OR HEIGHT - 3.25" WINDOW WIDTH WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS .SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. as a mptying wf�t the BuMLg €ode Dale FE 2a j 2003 NOA> p O • D '3 Mad ° Rai Milks B,y 1 S4`ci' • Liroki404 q c 2 m c 0 U H v v a i 0 0 0 0 0 0 S 8 i 0 a 0 0 drawing no. W02 -50 (sheet 2 of 4 0 H #12 X 1" SMS ® 7" FROM ENDS & 12" O.C. TIP. 4 • n if(r II 1 II II TYPICAL ANCHORS SEE ELEV. FOR SPACING .I TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS •6 44 2 v) METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy su 36 KSI MIN. ALUMINUM : 6063 —T5 MIN. 2 BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING x U) TYPICAL ANCHORS SEE ELEV. FOR SPACING DADE COUNTY APPROVED MUWON & MULLION ANCHORS WOOD BUCKS NOT BY GOPI GLASS CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 3/16" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. 3/16" DRU 1 FLEX OR EQUIV. SELF DRILLING SCREWS (GRADE 5) INTO METAL STRUCTURES (1/8" MIN. THICKNESS) #1 0 X 3/4" SMS (Mkt. GRADE 2 CRS) INTO APPROVED MULLIONS (NO SHIM SPACE) SEALANTS: FRAME CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH SEALANT. TYPICAL ANCHORS SEE ELEV. FOR SPACING f Engr. DR. HUMAYOUN FARM() STRUCTURES FLA. PE # 16557 C.A.N. 3538 J Q ` Approved as compiyias with the Florida &tiding Cade Mate_ ca d �ZO p.�� Q O° • Igo ofx as U 5 0, C O . - CV 0 8 v i 0 c O 0 0, .0 O 0 0 0 at r drawing no. W02 -50 (sheet 3 of 4 ) ITEM PART # QUANTITY DESCRIPTION MATERIAL MANP. /SUPPLIER/REMARKS 1 GOP -10 2 FRAME HEAD /SILL 6063—T5 — 2 GOP -7 2 FRAME JAMB 6063—T5 — 3 GOP -9 4 GLAZING BEAD 6083 —T5 — 4 GOP -8 AS REQD. COVER CHANNEL 6063—T5 OPTIONAL 5 #8 X 3/4' 2/ CORNER ASSEMBLY SCREWS — P.H. PHILLIPS 6 #12 x 1" AS REQD. GLAZING BEAD SCREWS • 7" FROM ENDS & 12' O.C. — F.H. SMS 2 BY WOOD BUCK — TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L. OPG. .WINDOW WIDTH 0 SEE SEPARATE NOA FOR MUWON AND MUWON ANCHORS 1 1/4" SHIM MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS CIRCULAR WINDOWS �aOmpba the � i y or _ or - F a ZD1 1�fAA/ a 2 - 3 1 lewd Dude Pt Coo WELDED JOINT AT ENDS WELDED JOINT AT ENDS TYP. CORNER DETAILS Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 3538 C.A.N. 3538 OPTIONAL CORNER 1/ RECT. OR SQUARE WINDOWS Z co 0 o zW co o° cv co o ix a Ixe 0to UW '0 aal t_ N.. -' N 1� o W gi/ p , :1W� g 1 5 Z in N) 1 WN §W a O• 0 z 0 W 2 0 W W N 0 H . 0 0 N 0 • • P1 0 Q 0 a O U ) 0 0 N N in M O 0. 0 N 0, 0 0 0 0 0 drawing no. W02 -50 sheet 4 of 4 t MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL D1VLSION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 6 of 6, prepared by PGT Industries, dated 2/16/98, with revisions 12/29/03 signed sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING. Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02-0305.02 and, consists of this page 1 and evidence page E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03-0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 Page 1 NOTES: LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: A. 5/16° (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8' ANNEALED GLASS. B. 5/16 (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX / KEEPSAFE MAXIMUM BETWEEN (2) UTES OF © 1/8" HEAT STRENGTHENED GLASS. C. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 P/8 LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (1) UTE OF 1/8" ANNEALED GLASS IUD (1) LITE OF HEAT STRENGTHENED GLASS. D. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS. 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/18" LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR • SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" HEAT STRENGTHENED GLASS. 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 I 1 1 0 X } 6" 63" MAX HEIGHT 1 58 1/4" MAX FIXED UTE DAYUGHT OPENING 6" MAX. 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX DAYUG-IT �— DAYUGHT OPENING OPENING 8" MAX 4" MAK 1 SWEEP LATCH 71098 2 1 1 1 8 1 (O midsoan of frame 1 1 1 2 1 70250 70251 7BRWHL2 61062W 62899 4 2 per Roller Housing) 2 Ovent top /bot rails do mta. rail) ill ALUMAX INDALEX INDALEX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX FASTEC MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER MERCHANTS FASTENER MINIATURE DIE CASTING MASTER TOOL MASTER TOOL MASTER TOOL TP 1 FLANGE FRAME JAMB (Alum. 6063 -15 812225 2 FIXED MEETING RAIL. (Alum. 6063HS —T54 4054A 3 SASH MEETING RAIL (Alum. E063HS —T54 4006C 4 SASH SIDE RAIL (Alum. 6083 -15) 612230 5 GLAZING BEAD 'Awl, 6083 —T5) 6534571 6 WINDLOAD ADAPTER (5 7/8" RIGID PVC) 1207 7 FLANGE FRAME HEAD (Alum. 6063 —T5) 612237 8 FLANGE FRAME SILL `Alum. 6063 —T5 612238 9 FRAME SILL ADAPTER (Alum. 6063 —T5 612239 10 SASH TOP /BO . RAIL ((((((Alum 6063 -15 612240 11 SCREEN RETAINER (Alum. 6063—T5 6532377 1/8" ANNEALED GLASS 13 5/16' (.301_ LAMINATED USING (2) UTES 1/8 HEAT STRENGTHENED ED GLASS 14 ANTI —UFT CHAMIEL (Alum. 6063 -15) 1 612244 1 O midepan of vent) 15 f 10 x 1.000 Ph. Fl. SMS 710X1 4 Windload Adapter screws) 16 #6 x 1.000 PH. PAN SMS 76X1 PPA 2 for anti —lift channel 17 IVEATHERSTRIP. ThIN WALL BULB VINYL 6TP247 8 1 per Glazina Bead 18 #8 x .500 PHIL. Fl SMS 7856A 2 Sweep Latch screws 4 when using 2 Sweep Latches) 48 x 1.000 PHL P.H. SMS 781PQA 22 (Frame/Vent assi+. screws) 20 1 11.5" from ends —vent mtg. rail) 2 if height is >= 42") 3 1 Omid= .an 2 1 4 from ends) 3 1 Omidspan 2 1 4 from ends) 2 0 ea. end of vent to rain 19 1 57" MAX VENT DAYUGHT OPENING MAX 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION DESCRIPTION 21 WEEP HOUSING — 21 — WEEP FLAP 23 ROLLIDLR HOUSING 24 BRASS WHEELS 25 WSTP. .270 x .170 BACK. FIN SEAL 26 SILICON Robat I.. Clot. P.F. Phan, 1070 TEC1MVOLOOY DRIVE NOKOIMIS. FL 34275 P.O. BOX 1529 NOKOIIIS. FL 34274 OTY. /LOCATION 27 WEATHERSTRIP. BULB VINYL 29 13/16 I.G. 1/8 HEAT STRENGTHENED 30 GLAZING BEAD 1 13/16' LG.) 6063 —T5 14067 18 IINDALEX L64067 31 WSTP. .187 x .250 BACK FIN SEAL 11060 ll 0 MEETING RAIL ISCHLEGEL OR EQUIV. 16_1060G 32 13/16' I.G.. 1/6" HEAT S TRENGTHENED GLASS. 3 8" SPACE. 5/16" L MI (1/8" HS, .99990, 1/8' HS) 4.. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 4" & 8 ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX 15" SPACNG. JAMBS: MAX f." FROM CORNERS. MAX 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS RUM. 6. REF. TEST REPORTS: FTL -1969 & FTL -3740 M FK Revd K� pawl PR own or: D.B. » sloolOwim HS -710 12 29/03 7 3/03 4 4/03 9 0 6 2/76/98 d e ggi SHT 5. e ararifiblikille Air 7—M10-250 7 —M10 -251 7031,2 VINYL—TECH/P.G.T. SCHLEGEL OR EQUIV. FS7826 -187 DOW CORNING 899 OR 995 TP -249 Ratatvw G JOVE 118129 GLASS f�Bdl:i 0 MN 26 Itssisranst E— 2,3,6 ADD 129 -02 LASED NOTE l VENDOR VENDOR # AF -12225 64054A 64006C AF -12230 AF- 534571 6WCUP AF -12237 AF -12238 AF -12239 AF -12240 AF- 532377 AF -12244 —247 PGT.214.XX OX ELEVATION & 8.0.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW aria Sfuatr aroamq No. a r NTS 1 6 4112 G COMPARATIVE ANALYSIS TABLE 1. GLASS TYPES A & C A. 5/16" LAMINATED (1/8" ANNEALED, .090 PVB, 1/8" ANNEALED) C. 13/16' LAMI I.G. -1/8 "HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (118"HEAT STRENGHTENED, .090 PVB, 1/8"ANNEALED) FTL -1969 & FTL -3740 WINDOW WIDTHS -75.0 -56.0 - -46.0 -43.0 66.7 55.0 45.1 42.2 -75.0 -55.0 66.7 54.2 -45.1 44.3 -422 41.3 -75.0 -54.2 -44.3 -41.3 66.7 53.4 -74.0 -53.4 -43.7 -40.5 6 6.7 52.7 432 4 0.0 63.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 66.7 - 75.0 66.7 -75.0 -74.0 26.500 37.000 44.000 53.125 60:000 63.000 68.000 70.000 74.000 WINDOW HEIGHTS 26.000 66.7 66.7 66.7 66.7 68.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75. -75.0 75.0 -75.0 -75.0 -75.0 -75.0 38.375 88.7 66.7 66.7 66.7 68.7 66.7 65.5 60.8 58.2 -75.0 -75.0 -75.0 -75.0 -73.5 -69.4 -65.5 - 60.8 -58.2 44.000 56.0 46.0 -52.7 -432 68.7 .66.7 66.7 66.7 62.0 58.9 58.6 53.7 51.3 -75.0 -75.0 -75.0 -73.1 -82.0 -53.7 - 51.3 50.625 - 68.7 66.7 66.7 61.6 54.8 51.7 49.0 46.3 44.2 -75.0 -75.0 -75.0 - 61.8 -54.8 x -58.9 -58.6 -51.7 -49.0 -46.3 -44.2 59.000 60.000 61.000 62.000 63.000 66.7 -75.0 66.7 -75.0 66.7 - 75.0 66.7 -75.0 66.7 -75.0 41.2 -41.2 40.4 -40.4 Y 39.5 -39.5 43.7 40.5 38.7 -38.7 37.9 -37.9 43.0 -40.0 39.1 -39.1 38.3 -38.3 37.4 - 37.4 36.8 -36.8 36.1 -36.1 37.4 - 37.4 36.8 -36.8 36.1 -36.1 FTL -1969 & FTL -3740 COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES B & D B. 5/16" LAMINATED (1/8" HEAT STRENGTHENED, .090 PVB, 1/8" HEAT STRENGTHENED) D. 13/16" LAMI I.G. - 1/8"HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1I8"HEAT STRENGTHENED, .090 PVB,118"HEAT STRENGTHENED) WINDOW WIDTHS 26.500 37.000 44.000 53.125 60.000 63.000 66.000 70.000 74.000 WINDOW HEIGHTS 26.000 66.T 66.7 60 66.7 66.7 66.7 66.7 66.7 - 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 38.375 66.7 66.7 66.7 ,68.7 66.7 66.7 66.7 56.7 66.7 -75.0 -75.0 - 75.0 -75.0 -75.0 -75.0 X75.0 -75.0-, k -75.0 _ 44.000 66.7 66.7 66.7 66.7 68.7 66.7 66.7 66.7 66,7 -75.0 -75.0 -75.0 -75.0 -75.0 - 75.0 50.625 66.7 66.7 66.7 68.7 66.7 66.7 66.7 66.7 X 66.7 -75.0 -75.0 -75.0 - 75.0 -75.0 -75.0 -75.0 -75.0 - 75.0 59.000 66.7 r 66.7 � 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 - 75:0 -74.8 60.000 68.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 66.7 68.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 - 75.0 -75.0 - 75.0 -75.0 -73.5 61.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 68.7 68.7 66.7 -75.0 -75.0 -75.0 -75.0 - 75.0 -75.0 -75.0 - 74.9 -72.2 : 66.7 62.000 66.7 66.7 66.7 66.7 66.7 - 75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.5 - 70.9 63.000 66.7 66.7 66.7 66.7 66.7 60.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -72.3 66.7 , -69.6 NOTES; A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 1070 TECHNOLOGY ONNE NOKOMIS. FL 34275 P.O. BOX 1524 NOKOMIS, FL 3427' temps F.K F.K. awed 7/23/03 4% 4/03 K. a 9 . 6/02 D.a 2/ 16/98 12/29/03 F ATE TABLES s sn. .k seek Staab F ACT WU 3 'Me (-ADD w16' lG./FI TES MED TABLES i .rbrw.1r GLASS TYPE COMPARATIVE ANALYSIS nnm ALUMINUM HORIZONTAL SLIDING WINDOW Orating Ne. R«: HS -710 NTS 2 .' 6 4112 G 35.5 -35.5 34.8 -34.8 0 .090 SAFLEX KEEP /SAFE MAXIMUM © OR DUPONT PVB INTER LAYER 1/8' ANNEAL /0 OR HEAT _ STRENGTHENED GLASS 3/8" MR SPACE 1/8" HEAT STRENGTHENED ' GLASS OUTSIDE 5/18" LAMINATED 13/16 NOM. 1/8' HEAT STRENGTHENED GLASS f 9 OR@ GLAZING DETAILS: 13/16" (.825) I.G, REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 1/2' GLASS BITE TYP. INSIDE ® OUTSIDE 111 B A ASIDE kb 1/8' ANNEALED GLASS .090 INNER. LAYER (DUPONT W /BUTACITE OR - SAFLEX /KEEPSAFE MAXIMUM) --1/8' ANNEALED GLASS PRODUCT Waft GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS " 6 " 1 " 11106 P.O. BOX I52! NOKOMIS. FL 34274 OUTSIDE 1/8' HEAT STREN GU 1/8' HEAT STRENO ED — GLASS Revd Illy: flette Revillanr F.K. 12/29/03 9- 181171f OEY a! 8ASS AAE F.K 7 /2 3 / 03 F-11131 1 7 SOLE ® 1/2 " GLASS BE © F' INSIDE FK 4 4/03 i 13/16" LG F.KPs 6/02 B GLASS TYPE Drew 0. 2/16198 .090 INNER LAYER — ( DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM) SECTIONS & GLAZING DETAILS 1 ° NOK� ° 34275 ALUMINUM HORIZONTAL SLIDING WINDOW S.K.. .+: � Shim* &mini Ne. HS -710 NTS 3 a► 6 4112 G EXTERIOR MAX. HEIGHT ROUGH OPENING r --- 2.710 2.710 VERTICAJ, SECTION ROUGH OPENING 2.094 MAX. VENT I)AYUGHT OPENING M L. Clerk, P.E. PE 199712 Srudunl HQRIZONTAL SEI;TION EXTERIOR Road By: &ft Rabksrs F.K. 12 29/03 G- mm fl 2d a fl Mimi 80 7 23/03 P- OW 116 Slit F K. 4 4/03 E � 129 -132 FK� 9 6'/02 D GLASS TYPE D.: 2/16/98 SECTIONS & GLAZING DETAILS RUN 107 NOKOMIS 27! ALUMINUM HORIZONTAL SLIDING WINDOW saa./Ifodx: sedr Shoat: °t icy No. Row HS -710 NTS 4 a 6 4112 G P.O. BOX 1529 NOK01.11S, FL 34274 • r a.r. • . O(• art■ 6 APPROVED WOOD BUCK (SEE NOTE 4.) .11 • q • • •• •• &3/16" TAPCON (SEE NOTE 1) & /1 TAPCON (SEE NOTE 1) TYPICAL HEAD' SECTION SUBSTRATE ANCHORING • • .• - 1 1/4" MIN. •• • , % ; • ' •, • • . • TYPICAL SILL SECTION SUBSTRATE ANCHCRING 1 1/4" MIN. 1/4" MAX. SHIM 1/4" MAX. r SHIM .• - I APPROVED 2x VIOOD BUCK (SEE NOTE 3.) TYPICAL HEAD SECTION WOOD ANCHORINQ 6 #12 WOOD SCREW APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL SILL SECTION W000 ANCHORING 1/4" MAX. SHIM 1 1/4' MIN. 4. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. #12 WOOD SCREW & NOTES: 1. USE ONLY MA141-DADE COUNTY APPROVED ELCO TAPCONS. 2. REFERENCE TEST REPORT: FTL-1909 & FTL-3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL &3/'.6" TAPCON (SEE NOTE 1) APPROVED APPROVED WOOD BUCK 2x WOOD BUCK (SEE NOTE 4.) (SEE NOTE 3.) TYPICAL JAMB SECTION TYPICAL JAMB SECTION SUBSTRATE ANCHORING WOOD ANCHORING (/ Rabin L Chat, P.E. PE 039712 Structural 1070 1152/04431012Y OMVE NOKOPAIS, FL 34275 EK:IX 1529 NOKOMIS, FL 34274 1 1/4" MIN. 1/4" MAX. SHIM 1 114" MIN. Date 72/29J03 11 Plos SO? &Melons: 7 23/03 F-NElgoi J/16 OPCoNs Ad es F.K. Raid Or FK. Rafeken 4 4/03 E-NO SHT 6/02 F M NOTES 3 & 4 Dram Sp 0.8. SerlivAlodt HS-710 #12 W000 SCREW 076/98 Seale: NTS Stoat 5 a 6 ANCHORAGE ALUMINUM HORIZONTAL SLIDING WINDOW 'Droving No. 4112 --01 he- .705 F _- .062 • 2.784 OLD �-} 1 + -- .737 Q FLANGE FRAME JAMB 606.3-T5 ALUM. 1.057 ---1 h- .678 .050 1 -- 0 5/16 GLAZING BEAD 11 6063-T5 ALUM. 1.187 .062 F�- Q FRAME SILL ADAPTER 6063 -T5 ALUM. 2.074 3 REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 1 1.187 I +---04 1.403 Q FIXED MEETING RAIL 6063HS -T54 ALUM. .062 --- .723 .688 0 WIND LOAD ADAPTER 6063 -T5 ALUM. 1.349 - .062 1 1.183 .062 UO SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. 1 .062 , 1.187 1.081 --+ 1 k1 SASH MEETING RAIL 6063HS -T54 ALUM. .062 II 1 1.373 1.273 L e- 2.710 I FLANGE FRAME HEAD 6063 -T5 ALUM. 1.097 .683 .050 .062 1.349 '+ . 1.291 1 --� 1.970 Q SASH SIDE RAIL 6063 -T5 ALUM. .062 - - 2.094 1.122 I 2.710 -al O FLANGE FRAME ALUM. weanw.�rRer� rr hollhib EXTRUSION PROFILES F.K. 11/2/01 ALUMINUM HORIZONTAL SLIDING WINDOW 3:O 13/16" GLAZING BEAD 6063 -T5 ALUM. Ruben L. CM*. P.E. FE 229712 3uudur l 1070 lECIMOLOGY ORNE NOKOMIS. Fl 34275 P.O. BOX 1529 NOK011IS, FL 34274 S.r1w/MON: HS- 710 NTS 6 ' 6 Drags. No. 4112 Rev: G BUILDING CODE COMPLIANCE OFFICE.(BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade -County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SH -701" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product. Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's . name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0702.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03 -0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 Page 1 COMPARATIVE GLASS TYPE A. 5/16" Es. 5/16" C. 13/16" D. 13/16"1.0., ANALYSIS TABLE: LAMINATED (1/8 "A,.090,1/8 "A) LAMINATED (1/8"HS,.090,1 /8"HS) I.G., 1/8"HS, 3/8" SPACE, 5/16" LAMI 1/8"HS, 3/8" SPACE, 5/16 LAMI FTL -1889 FTL -1889 (1/8 "A,.090,1/8"HS) FTL -3739 (1/8"HS,.090,1/8"HS) FTL -3739 HEIGHT VII W WIDTH WINDOW 38.375 50.625 63.000 76.000 28.500 A 66.7 -80.0 86.7 40.0 66.7 - 80.0 68.7 -80.0 0,D 86.7 - 80.0 66.7 - 80.0 66.7 -80.0 66.7 -80.0 0 66.7 ' -80.0 66.7 - 80.00 66.7 -80.0 66.7 -80.0 37.000 A 13,D 68.7 _ - 80.0 66.7 - 80.0 ' 66.7 _ -69.6 57.2 -57.2 68.7 - 80.0 66.7 -80.0 66.7 -80.0 68.7 -80.0 C 66.7 - 80.0 66.7 40.0 66.7 - 80.0 66.7 -78.1 53.125 A 66.7 40.0 63.4 -83.4 47.9 - 47.9 48.3 -48.3 B,D 66.7 - 80.0 66.7 - 80.0 66.7 - 80.0 68.7 -80.0 C 66.7 -80.0 63.4 -63.4 58.7 - 58.7 54.5 -54.5 76" MAX. WINDOW HEIGHT 5 3/4" MAX. 1 13" - 53 1/8" MAX. WINDOW WIDTH 0 VE■'F`SIZE: 50 1/2" x 38 1/4 MAX. ON CENTER TYP. HEAD & SILL ELEVATION NOTES CONTINUED 4.) ANCHORS: MAX. 5 3/4" FROM EACH CORNER (HEAD & SILL) MAX. SPACING AT HEAD & SILL: 13.000 MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT MEETING RAIL: 8.000 MAX. SPACING AT JAMBS OTHERWISE: 13.125 5.) SHUTTER REQUIREMENT: NO- SHUTTERS REQUIRED 6.) REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 8" MAX. AT MTG. RAIL 6" MAX. 13 1/8" MAX. 0.C. LARGE MISSILE IMPACT WINDOWS NOTES: 1.) GLAZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8 ANNEALED GLASS. B. BETWEEN (2) LITES O LAMINATED 1/8" HEAT STRENGTHENED NGTHENED .090 LASS. PVB INNER LAYER C. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) UTE OF 1/8" ANNEALED GLASS AND (1) UTE OF HEAT STRENGTHENED GLASS). D. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (2) UTES OF 1/8" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS c•BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL -1889) AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) / Or/ Robert L. Clark. P.E. PE #39712 Structural :T INDUS 1070 TECHNOLOGY DRIVE NOKOMIS, Fl. 34275 P.O. 80X 1529 NOKOMIS. FL 34274 Road B$. Rem! Br Drawn By. D.B. TRW Serlea /Uod &: SH -701 Dabs Revisions: 6/3/03 D-ADD GLASS TYPE & TABLE Revistorm 03/26/03 0-ADD 13/16 I.G. Cotes Ro bbrra: 10/ 11/01 TB, TABLE, E7(TR. 8/18/98 2/9/98 ELEV ATION & NOTES ALUMINUM SINGLE HUNG WINDOW ScoI NTS Revisions: Sheet: 1 0a 5 PRODUCT WINO los No. 4040 Rev: 1Fill 11 tali: L n �� N CiIkyz�1 tn� _ v: ' 1 !�7IXINA 7_ IEFIY N . 6083- T5l111$'z�7 ETILE [_12 NMI rEi-' I]ii : TIK ]I ' ' 11ILLIA1 E� - :�� i MAE 6 , i[ttl;a: - _, � . • 83HS -T54 IN i:I-:•liZI IMMAIIIMI .[W. ir :i -7! Alum. NT: I : IIL f"�Z L?, 1 L : ' 3- ' -41 — VINYL BULB tlinYA:4131f . T'7Z'.D• 11� _ nill1Li i t[;i1LicaM!• F/ !lW 'T ar U!'. - WI SWEEP LATCH _ MiggiroViiiiiiiii 9 ® 5 x .625 PFD. FLT. HD. OEN Li L1 KEN E : it worpommm Fes1 : F. �i71 AnitivZi_ W'l•r 1■_• ..:14 : ©f O , „ • • ADAPTER Q> � ilg�� MADE 8 LAM1 LG. GLASS 1 8 HS & 5 16 LAM " 11 •. • _ c 2 �lt:i• 11._ •1; •:11V TURE DIE CASTING Sweep Latch Screws L L - 2 S ' _: L.at /��/� C •= �I -�• ti ..,1 '..t +; •ill..,. �• +1r. 1 . •�>_ •r�' ' K._:•:JJ QIi'. ,�c i 1∎1[1. : T. 1 ilb�i 1 7�iL 1Pi1 I_•=1Li,F _♦ 9 at «� ' Z . ri') l 71L iiL� ' HIM= - gTL`i I �' "i3F3T �F30 a .• u ,•• ]•[':�ii�i �T� l�� � W6111 �L. .4 H 111.111111111 1` 11 • cii•:•.] •� � t KM;7JCZr i 1<��'-a* f l• . 1i:{ n7ii -3i.ti ;Ta:1 I 5N111Qz711111 ®w 16 LAMI I.G. GLASS 1 8 HS 5 16 LAMI W 3 8 AIR SP F� — IP- • ei • i • • 1 •,. h a• 1_l J.: ..1.13. I7 - WENEr7 j'8F &.1_1 11a)'lE7yi�_� 1060 IR a3(1 i Eat; iij�3 1 �� + ( .1IT!1i' ICIJS.!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 g'1 i;t3EJ_l_WAL01:IQ11I!li!A AIR SP 11 • h • • TP -247 PGT.214.10( STAVE WCS9:— 64009- Ic..,:,iii�' ITEM DESCRIPTION Y.T. T INDUSTRIES 'AZ Rsyskr F K. D.B. Drawn By: D.B. QTY. / LOCATION VENDOR. VENDOR # 6/3/03 %26/03 10/11/01 D18/98 9/98 SS TYPE 11B1 36 Reethitents C-ADD 130 -135 R TB ABLE, EXTR. ReWskinet Descrtitlfft PARTS LIST & GLAZING OPTIONS ALUMINUM SINGLE HUNG WINDOW • 1/8" ANNEALED OR HEAT STRENTHENED GLASS .4090 INTERLAYER SAFLEXr'BY SOLUTIA OR DUPONT PVB 0 (13 1/8" HEAT STRENGTHENED GLASS 3/8" AIR SPACE 0 13/16" NOM. —AID. ero • 0 i (8 fr t 1/8" ANNEALED OR HEAT STRENGTHENED GLASS t 1/2" NOM. GLASS BITE REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 5/16" LAMINATED GLAZING DETAILS 1/2" NOM. r GLASS BITE 13/16" LAMI I.G. GLAZING DETAILS -r - 1/8" HEAT STRENGTHENED GLASS ♦-- .090 SOLUTIA OR DUPONT PVB INNER LAYER — 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED �D� Robert L Clark, P.E. PE #39712 JWdural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Series/Model: SH -701 ilteDucr 88V118151 --- i11�M1Yf1i� SwIs: NTS Sheet: 2 or 5 Drawing Na. 4040 Rev: 76.000 MAX. HEIGHT .737 INACTIVE EXTERIOR 2.784 ROUGH 2.784 --0- OPENING ROUGH OPENING L .500 34.500 DAYLIGHT OPENING A 34.500 DAYUGHT ACTIVE OPENING 2.330 INTERIOR REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 VERTICAL SECTION OPTIONAL. Robert L. Clark, P.E PE 939712 Structural EXTERIOR INTERIOR 53.125 MAX. WIDTH 49.625 DAYLIGHT OPENING 48.250 DAYUGHT OPENING HORIZONTAL SECTION INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX t529 NOKOMIS, FL. 34274 ramscralevios D ridgy 1frW A�w 01 PI! 73/03 D-ADO GLASS TYPE ITN 36 Revd Detee Revue F. F.K. 03/26/03 C ADD 130 -135 F.K. 10 11/01 TB AB LE. EXTR. R D.8 7718/98 RevTsfons: Drawn By: D D.B. 2/9/98 Descrok SECTIONS 2.710 nue: ALUMINUM SINGLE HUNG WINDOW Series/Made SH -701 .5aann Sheet: NTS 3 of 5 Drawing No. 4040 ROUGH OPENING Rew. D ., -6- 1.523 --.-1 1.023 .062 --- -0 - 1.187 1-- .062 1 2.330 2.710 1.062 1.403 .2.784 os2 2.029 .655 , f 1 .737 T e 0 ALUM. -` .705 6063 -T5 4-- 2.784 © ALUM. 6063 -T5 -•a 1.1/3 I+- ALUM. 6063 -T5 0 ALUM. 6063HS -T54 mum' Rift= �+--- 2.325 r !r I M -'- ' 2.274 1.165 / ` L _ y is 193 (3 1.057 .062 1.707 1.969 .062 .062 1.348 .678 .683 -e- .050 .050 1-0-- � 1.187 0 ALUM. 6063HS -T54 .413 1.350 I-6- � O ALUM. 6063 -T5 0 ALUM. � 6063 -T5 0 ALUM. 6063 - 1.097 -T5 0 ALUM. 6063 -T5 . rir /3/6.3 CHG THIS SHT h 1.451 1.019 F.1 03/26/03 C-ADD 130,33 CHG 14,5 i + /Id /P/6 Robert L. Clark, P.E. Sfil 939ral 712 INDUSTRIES Revad F.K. : 10 11/01 Rerl.lon TB, TABLE, EXTR. .791 .490 D ` 8/18/98 .062 Drawn Ely: D.B. Data: 2/9/98 0:10 ALUM. 6063 -T5 © ALUM. 6063 -T5 REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 EXTRUSIONS ' ° MO OMIS. F 42 r P.O. BOX 1529 WOKOMis, FL 34274 Tire: ALUMINUM SINGLE HUNG WINDOW Series /A4ode1: 51-1-701 Scale: NTS Sheet 4 of 5 Drawing No. 4040 Rev: D t � 4' --1 1.250 +' ' ' , . , • I � -- — 1 1.250 I 2 x WOOD BUCK • . . • '• a' ..... v • 1 x WOOD • • • • • •.'•' BUCK .'• • • ! • • . 2 x WOOD . P. 1 250 - • • • X12 PANHEAD • BUCK WM .-Mlibt._ 1/4 TAPCON IL i NI 1.50 lisums....... . . 1 . • Ilk . 250 --' MAx. • • — r . �'r = 41 i .250 MAX. - • .. a 1/4" TAPCON /12 PANHEAD .250 -- 6- MAX. TYP. 1 x WOOD .25 BUCK JAMB TYP. JAMB TYP. HEAD TYP. HEAD 1 _ mss �. f F I ! j -• [ i ,. �- 1/4" TAPCON 1 • j /12 PANHEAD .250 1 l� .250 MAX. t`esl MAX. ia_ • • b . • . • 1.500 `�' ���, 1.500 • • .... , F.R. • 6/3/03 D-- NOCHG THIS SHT I • 03/26/03 c o CHG THIS SHT. ° 1 • ° ° .t•• • • ' ' . . ... . .. a • //1/7 614 2 x WOOD TYP. S/LL BUCK / u !// Robert L. Clack, P.E. PE Structural R Fi1" , i 1/01 TB, ABLE, EXTR. R 1 8,98 Revisions: Drown B D.B. Dais: 2 /9 /98 TYP. SILL INDUSTRIES DeserifInnt ANCHORAGE ALUMINUM SINGLE HUNG WINDOW ' 107NOKOMIS0 TECHNO, LOGY FL 34275 DRIVE P.O. BOX 1$29 NOKOMIS, FL 34274 REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 Series /Model• SH-701 Scats. NTS Sheet 5 a 5 Drawing No. 4040 Rev: M1AMMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SWD -101 Outswing Aluminum French Door - Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by thc Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved "; Lnless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in thc materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by thc manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. kyo pee, MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0701.12 Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page 1 . ..• 5 1 \ ■ \ / / \ \ / / / / / 2 POINT LOCK OPTION \ \ \ \ \\ \ \ \ "� .. \ i 1 / \ / / \ \ \ \ \ / / / //� \ \ / / 7 I 95.750 37.500 13" MAX. ON CENTER TYP. HEAD & SILL 7 1/2" 7 1/2" 5 1/2" 13.5" 13.5" TYP. MAX 5 1/2" 95.750 VAL 7 1/2" --I 13" SEALANT ON * MAX. FRAME CORNERS ON CENTER & PANEL CORNERS TYP. HEAD & SILL 'OA xx Robert L. Clark, P.E. P.E. #39712 Structural 71.750 4444 Rend By: Dale: D.B. 1 VI 7/00 Drown By: D.B. LARGE MISSLE IMPACT DOORS 1.) GLAZING: .401/464 LAMINATED W/INTERLAYER (M0p1SINTO OR DUPONT) 2.) CONFIGURATIONS: X. XX -.- 7 1/2" 3.) DESGN PRESSURE RATING: 3o) 464 LAM.: +75 P.S.F. -75 P.S.F. 1 Jb) 401 LAM.: +60 P.S.F. -60 P.S.F. ..1 4.) ANCHORS: 5 1/ 2" MAX. 7 1/2" FROM CORNERS (HEAD & SILL) MAX. 5 1/2" FROM CORNERS (JAMB) MAX SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 13.5" 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FR.- 2241 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET J OF 4 13.5' I TYP. MAX. 5 1/2" SEALANT ON FRAME CORNERS & PANEL CORNERS Revisions: 0) added 2pt. lock info Material: COW By: `data: Dole: 2/16/98 Deference, t/n/esr Rota feebbnc : I/64 Deomal .t>rx t Dedmal 020 Moat: ! I• Series /ModeE SW0 -101 Description: French Door — X, XX PGT NO: 1070 Technology Dr. Nokomis, Fl. 34275 VENDOR NO: Scala: 1x PRODUCT REVISED as complying with lee Elerids Duldlog Cods Acceptance No 02-010 ;2 ErplratJpa Date BY i Mk Dade had Ctee1 eatesi Dirbles PRODUCT RENEWED AccErrMlcI'.N.. 01- 4 .(314- EXPIRATION it NO 1Z, 2eo By \ 5415 now rT en rrlilL I WtStOW i1Ul[Dnit; CODE, COM V ICE ovrict. Shoot: 1 or4 am: INDUSTRIES Drawing No. 971 Ro '. D 71.750 1.750 ROUGH OPENING 1 1.272 4.000 4.000 ROUGH OPENING SEE SHEET 3 FOR ANCHORS .250 --- MAX SFI/ SPACE f 84 3/4" DAYLIGHT OPENING MAX. SHIM .250 SPACE 1 1.479 1 VERTICAL SECTION INTERIOR 25 " -- DAYUGHT OPENING _I_ 1.489 r .250 / /�G>f IP-. 1 I ACE M /` c �3 4 1 4 Rob rt Clark, P.E. -- ROUGH OPENING P.E. 039712 Structural HORIZONTAL SECTION INTERIOR PRODUCT REVISED C k�+iU 100 Fluid. Auepc.sa Na 0 2 - 0?bl. 1 Expiration Date Dade Fmk C Dhieko .250 MAX. SHIM SPACE ROUGH OPENING 1.480 PRODUCT RENEWED ACXEITNICE Na. p l— 04'1. CA EXPIRATION DAM Nvas•geet I 21006 D \Slw061 \ PROM ti'll1 TIMPIxvrsux+ IUtUDRIU CDC* pOMIS i* CE OFFICE Revisions: 0) added 2 pt. lock info Material: Rand By: Dale: D.B. 11/17/00 Drown By. D.B. Chkd By: 10010: Dote: 2/16/98 Telerenee, LMh.• Ndled• Audio= t 1/54 tk a .oa * Deaner .au t Myake: ! 1' Series /Model: SWD -10; Description: POT NO: 1070 Technology Dr. Nokomis, FI. 34275 French Door — Elevations.. vENOOR N0: Scale: Shaul: 204 INDUSTRIES Drawing No. 971 Rev: 0 - Strccturat 3 POINT LOCK ASSY. 2 POINT LOCK ASSY, Revisions: D) added 2 pt. lock into Notarial: Rend 8y: Dole: D.B. 11/17/00 Robert L. Clark, ktawn tiy. P.E. #39712 O.B. Chkd oy: .250 ` MAX SHIM 3.000 --I SPACE .401' LAM. W /MONSANTO SAFLEX PYB INTERLAYES OR .401' LAM. W /OUPONT BUTALLTE 1NTERLAYEB SEE NOTE. ,j 014 SHEET 1 DESIGN PRESSURE RATING: *60 ■sf Dab: "'2/ 16/98 Toletanees Unless Nest Eradinc t 1/84 Docimed MOT: I' Series/Mode: SWD -101 Description: French Door — POT NO: VENDOR NO: 1070 Technology Dr. Nokomis, FI. 34275 .250 WAX. SHIM 1 3.000 SPACE . 164' LAM. W MONSANTO SAFLEX PYB INT£RLAYER OR .464' LAM. W /DUPONT BUT ITT INTERLAYER SEE NOTE .3 ON SHBET DESIGN PRESSURE RATING: ±75 pal. PRODUCT REVISED ea ciiplylog with the Florida Diddles Code Ace saecePia02 -0?Ot• 1 Eapinttoe Date I1I ZZ f Oil; By Mlsal ode Mahn* Coattail Midas 1'itQDUCT RENEWED Acct:l'Mtic7. N .. O1' 0411. L i 12CFIR4VIONIMTT Ne 'lEUdFA22 /21'01, Lly { Shag . • lit0[i 1't' In ame li codt Exploded /Glazing SacM: Sheet: Drawing No. 3 0f4 • 977 1Ne±h VITICM E (%NCE FAT INDUSTRIES Raw. LOU I rt WOOD 9llelf 1/4• weal TYP. HEAD • • • • 1/4' LtPcON LOW WM TYP. SILO .3L, WAX .• lIS ® TYP. HEAD TYP. JAMB GROUT Mt.ST 7RANSiai SIM4R '•. WV TO SIA9. 1 -"3 AWL 0 Robert L Clark, P.E. P.E. #39712 Structural ITEM DESCRIPTION V.T. 1 DOOR HEAD /SILL 60375 2 DCOR JAMB (HINGED) 60376 7. ASTRA ,A , ' 60377 4 .2:50 x .187 FINSEAL STRIP 67924C 8 5 DCOR W -STRIP CHANNEL 60379 6 FRAME JAMB 60380 7 FRAME HEAD 60411 8 cuauvc WAD (Rou FORM) 65170 9 OLITSWING THRESHOLD 61069M 10 5/16x18 THREADED ROD 6TRODA 11 TRUSS CLAMP 60378M 12 5/16x1/16 TRUSS WASHER 7WASHA 13 5/16x1$ TRUSS NUT 7JNUTA 14 FRAME SCR. COVER CAP 41722W 15 STRIKE PLATE 7955X 16 STRIK PLATE INSERT 41721 17 10x34 SCR. FLT. HD. 18 HINGE ASSY. 19 10x.625 at HD. PHIL 20 10x1/2 FLT. HD. PHIL. 21 TCP /BOTT. SLIDE BOLT 22 6x1/2 FLT. HD. PHIL. 7612FW 23 8x1 1/2 SCR. PN HD. QUAD. 781124 2 SEAM SEALER 6SM55W 25 LOCK SUPPORT ASS'Y. 4UBLOK 26 6x3/4 FLT. HD. PHIL. 7634F 27 .200 x .190 QLON 60200K 28 .375 x .190 QLON 60300 29 3 POINT LOCK ASS . FD3PTAY 30 LOCK ACTIVE 7LOKAP 31 LC CK DUMMY 7L0 IP 32 DEAD -BOLT L K 733 LAM. W /MONSANTO 34 SILICONE 35 112 Ph. Pn. SMS 36 174 TAPCON 37 .401 LAM. W /DUPONT 38 .454 LAM. W /DUPONT 39 .454 LAM. W /MONSANTO 40 2 POINT LOCK ASSY. 41 18 x .75 Ph. Fl. Tek R. HSlons D) added 2 pt. lock info Malarial Reurd 9y. !Dale: 0.9. 11/17/00 Drown BS D. B. t:hkd 9y. IDotr. Onto: 2/16/98 PHIL 71034A 7FRMOW 6 (3 frame iambs) 71058FP 26 6 /hinge - hinge -door iamb 710XI2PPW 30 5 /hinge dehinge -frame iamb LOCK 41720 , 2 1 0 too /bot. of IM. astragal 4 22slide bolt locks) 12 (6 /head & sill) 7BLTIP 1 ® r.h. ostro • of HARLOC H.P.C. DOW CORNING 62899C 7834FPT PGT ND .3 //lock) QTY. /DESCRIPTION 4 1 /door top do bot, rail) 8 2 /eo. door top & bat. rail 8 2 /ea. door top & bot. roil 8 2 /ea. door to & bot. roil 6 2 /lock support ass .J 5 1 astro • ols fr. •ombs & head 4 1 0 r.h. astragal 1 0 r.h. ostro•al HARLOC 1 0 r.h. astragal HA LOC I219=ees LWe t Neled: f,00timc t 1/64 Deemed .O Dedrd .ban ! MOM 1 r Sertes/bodek SWD -101 D•seripton: PRODUCT REVISED on complying th the Florid* Baldg Aaepbbace No 07 -0'10 . a Espi,*tico Date / z eY r Dade Predict Gummi Notion VENDOR ND: 1070 Technology Or. Nokomis, Fl. 34275 Scale: Sheer: bowing No. VENDOR ALUMAX ALUMAX A�UMAX (2 /each door to & bot. roil) SCHLEGEL CORP. ALUMAX ALUMAX ALUMAX FLORIDA SCREEN ALUMAX FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT INDUSTRIES CAMCORP PGT INDUSTRIES MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER PGT INDUSTRIES MERCHANTS FASTENER FASTEC INDUSTRIAL SCHNEE MOREHEAD PGT INDUSTRIES FASTEC INDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. PGT INDUSTRIES H.P.C. H.P H.P.C. 1 (0 r.h. astragal) PGT INDUSTRIES SPENCER PRODUCTS French Door — Anchorage B.O.M. 4.14 971 VENDOR # AF -10375 AF -10376 AF- 1 0317 , FS7924 -107 AF- 10379 AF -10380 AF -12376 AF -12375 AF -10378 41722W 41721 41720 SM5504 4UBLOK 0200X190 Q375x190 FDJPTAY 100 880 820 899 PRODUCT REN01..D ntrrrravCL Pj 1— a 41 .1. 0‘1 1 COIR#TION Mtn Never.1ge,t7Z120(, 4 ILLNK N VL1t = ICE141'4£ INDUSTRIES BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIIJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AI-LJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved asdescribed herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 1"x Std. Wall- Aluminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 6620, titled " 1" STD. Wall Mullion ". sheets I through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/0t, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ","Unless otherwise noted hcrcin. RENEWAL of this NOA shall be considered after a renewal application has been filed and thcrc has been no change in thc applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur alter the expiration date or if there has been a revision or change in thc materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by thc words Miami -Dade County, Florida, and followed by thc expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its cntircty. INSPECTION: A copy of this entire NOA shall be provided to thc user by thc manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 00- 0912.05 and, consists of this page 1 as well as approval documcnt mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02-0101.05 Expiration Date: June 28, 2006 Approval Date: July 10, 2002 Page 1 GLAZING PRODUCT N .......................... G H . / . MULLION GLAZING PRODUCT • MI CLAZIHG PRODUCT /VP. / MULLION GLAZING PRODUCT , tz GLAZING PRODUCT GLAZING PRODUCT 1 GLAZING PROO9 . / . MULLION GLAZING PRODUCT • MI CLAZIHG PRODUCT W I W2 w e ANCHORS: TYPE. A , 'C' OR 0: 0011+ ENOS WI W2 W TIP. MULLTJN W - WI •W2 (2) WINDOWS MU LED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H ANCHORS: TYPE'S 'C' OR '0' BOTH ENDS NOTES: 1. FOR ANCHORAGE TYPE, OUANTIIY AND LOCATION REFER TO SHEETS 2, 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER. TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT et NON - IMPACT 4. REFERENCE TEST REPORT FTL -2902. 2903 AND 2975 t---w-1 i GULZING RORODUCT TYR MULLION GLAZING PRODUCT HI H - H1+H2 (1) WINDOW MULLED W/• NE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H 1+H2 MULL LENGTH = W ANCFORS: TYPE 9. •C' DR 0' 90lK ENOS H (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE P' DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR WI +W2 hit) MAX OPENING = W OR W1 +W2 MULL LENGTH = Hi z y�r Robert L a k, . P.E. 139712 Strurhtral W -W1 +W2 N - H1 +H2 T INDUSTRIES Reid Drawn Br ANCHORS TYPE W Date: P.J.P. 1070 TECHNOLOGY DRIVE P.O. 80X 1329 NOKOMIS, FL 34273 NOKOMIS, fl 34274 ANCHORS: TYPE. E 'C' OR 'D BOTH ENOS cP kd pole: Date 4/28/00 PRODUCT REVISED 0 o die Florida Ar arytaseoNoO? O OI, 0j fa Dn t Drii 2A iris E _ NV Osde Pradael Canna nna ReasIons: 0eserfplien: ARRANgEMENT DETAIL ra: 1 J STD. WALL MULLION w serks/Moeet: Scat.: Sheet: MULLS NTS 1 e15 aiming No. 6620 1 —W3 --- I W - W1 •W2•W3 H - HI +H2 MULTIP E WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3; MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W I +W2 OR W2 +W3 MULL LENGTH = HI APPROVED /4 COMPLYING WTI I THE SOUTH f J RCA BUILDING CODE ROL omSSON BUILDING COOE =PUMICE OFFICE ACCEPTANCE NO. 00 OR IL .OS Row ts MULLION CLIP CUT WAVES OAT W Mutt CLIP 10 FORM A L = clANNEI ANO WSTALL AS SH0*N P.G.T. 1. MULLION ""\ TYPICAL MULLION TO MULLION INSTALLATION TYPE "A" — 1 .1 r.a! • • i.. • •• .:a P.C.1• 111.11.1.1014 ROOD BUCK M —2' OR 4'--1 MIN. OYP 1� MIN. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE "B" NOTE: 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. 2UANTITY OF ANCHORS FOR MULL —T0 —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT :: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CCRR£CT MULL SIZE AND PRESSURE REO FOR YOUR SPECIFIC APPLICATION. /12 TAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE RTTN EACH OTHER) OR C-1 /12 S.N S. (199/) AIL FASTENERS MUST BE OADE COIRN'Y APPROVED. SEC NOTE /1 /12 F.H..S.AS. STAGGERED ON OPPOSITE sews (so AS POT EACH oRE]P) SEE NOTE /1 /12 14000 SCREW (199/) MML 4 PENETRATION two tt000 BUCK. ALL FASTENERS MUST 9E DADE COUNTY . .. _ APPROVED. SEE NOTE / 1 P.0.1 I. MULLION Roberti.. Q R k. .E. P.E. 4139712 Rtrnl•e tral _ .... auc, . REMOVED TO CONCRETE -1 11 1 P.G.T. 1. MULLION '''\ INDUSTRIES 1070 IECHNot.ocr DRAT Tiffs: 1 OR 4'--1 3 UK— L1 I r ® r t ,, � - mi �' TAPCON (241/) f LtN Iy PENETRATION INTO Ti MIN. . CONCRETE DR mot STRUC11ptG All FASTENERS AVAST BE OADE cowry APPROVED. SEE NOTE /1 TYPICAL MULLION TO STRUCTURE WITH W000 BUCK REMOVED FROM CONC. TYPE C" Rend By: Dote: Oren Br P.J.P. MIN: I 21; lrYP) 1 MIN. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE 0 ". PRODUCT REVISED :ouptyl.S with the Florida addle; Code AecsptasevNo0 - 01.0 Espleatios Dots M Y n Dade Proffitt Coquet Dbrbs CAkd By: Dole: Dole: 4/28/00 /12 F.N. S.U.S. STAGGERED ON OPPOSITE SIOES (SO AS NOT TO INTERFERE PITH EACH OMEN) SEC NOTE /1 2 OR 4'— f MIN. ft TAPCON (241/) INTO MIN. IS PENETRATION TO 1 CONCRETE OR BLOCK ST lucnia . ALL FASTENERS �---�- . MUSr BE OADE COUNTY ` •• APPROVED. SEE NOTE It Revbiens: STD. WALL MULLION /12 r.H. S.M.S. STAGGERED ON OPPOSITE SIOES (SO AS Nor TO INTERFERE NM EACH or)ER) SEE NOTE /I Description: CLIP 840 ,{NSTALLATION DETAIL Series /Mode& Scale: Sh«R Drawing P.O. BOX 1329 NOKOMIS, FL 34275 NOKOMIS. ft 34274 MULLS NTS 2 el 5 APPROVED AS COMPLYING WPM THE SEAInh FLORIDA BUILDING CODE GA JUN 7 BY PRO CT I ROt OIVISi01I BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE HO 00 - O 9 I '2 .vS No. 6620 Rev: IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ 'D FOR YOUR SPECIFIC APPLICATION. MULL SIZE 1 X 2 x CLIP LENGTH CHART FOR 1 x MULL b 1 x 4 x i , ., A 2 0 0 1 14 MAX L'A 1 " MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION OWG / 1099 a .MIN. FROM ENDS (T(P) -- 4 MAX. NOTE: ,QL �t: Z 1. REFERENCE TEST REPORT FTL- 2902.2903 AND 2975 ti 3y2/L 4)- 8 MI L,1 1 " MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 INDUSTRIES 1070 TECHNOLOGY DRIVE Raved Hy: Dale: Dro.n B P.J.P. DeurIodon: cue: „ P.O. BOX 1529 NOKOMIS. FL J4275 NOKOMIS. FL 34274 Cara By. Dec 4/28/00 2 4 MIN. FROM END (TYP) 1 " MULL CLIP W /TABS REMOVED TWO (2) ANCHOR L4CATIONS EXTRUSION OWG / 1099 STD. WALL MULLION MIN. FROM r - ENO (TYP) I 1 " MULL CLIP W /TABS REMOVED FGUR (4) ANCHOR LOCATIONS EXTRUSION DWG / IC99 PRODUCT REVISED Y coiaPlyind eif41le Florida APPROVED AS COMPLYING Will Ili@ guiding Cade Acceptance No 0 - 01.05 SOIJTI I FI�Ii(M (t�ri ellJ�i, r o Capitation Date DATE J�Jn [ D ( � J � J Control Alien de iroda trot PR Or� Mite Dads ►rol ONTROIOMStOt{ Dole•. ItU1LOI9tG CODE COMPUANCE OFFICE ww,:n7e,•rr nn 00 - Z .as' MU‘LJON CLIP ANCHOR LOCATION seriea/Led,U scow vice: MULLS NTS 3 er 5 Orman, No. 6620 , 4' 0 s , ► 8 (TYP) 1 x STD. WALL MULLS MAT'L: 6063 -T6 (TYP) 8 PRUDUCT NEYISED es cesiplylsq urI h tlfe Florida Bildls� Cade AatplaoQ No C ?01.05 Espies Dal or MladiT Product CoMrnl Divides APPROVED AS COMPLYING NE %MT) I TI DATE FJA LU j DY ITROL DIVISION °GILDING CODE COMPLIANCE • E ACCEPTANCE NO O C -a'. t Z• e S ,VOT: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Robert L. C arc, .E. P.E. #39712 Structural FAT INDUSTRIES Read 8Y• Gets: Drown ay: P..IP. OeseripYen: PROFIL €S 1070 TECHNOLOGY ORN'E' P.O. BOX IS29 NOKOMIS. FL 34275 NOKO146. FL 34274 Chkd By: Dote: Dote: 4/28/00 1" STD. WALL MULLION Series /Model: MULLS Raisions: Sawn NTS Shoal; 4 a 5 Drawing No. 6620 Rev: • 1x2x.125 2 Anchors w (3 z z H 01 z w -J J J z 42 _ - - - �48 50 25 - w 54 60 63 66 72 76 .,.. - -- 78 _ _�84 _90 96 __108 _111 144 1x4x.125 4 Anchors e 42 ..._ -�- 48 50.625 54 60 63 - 66 -- 72 76 ! 76 78 _84 OPENING WIDTH IN INCHES - 50 • 60 70 80 1 90 1 100 110 120 130 1 160 __129 83 70 ' 57 41 35 30 23 ._ 20 �. 50 170 170 Y 170 170_ _ 170 170_ 170 142 120 111 88 90 72 96 59 _108 _41 111 38 144 17 115 73 61 49 35 30 26 20 15 6n 70 170 170 l 170 170 170 170 170 170 170 — Teo 145 120 102 94 75 60 50 35 170 170 170 157 141 127 105 90 83 65 53 43 30 28 170 170 170 1 170 170 170 170 162 158 143 134 127 128 I 119 I 112 115 1 106 100 95 1 87 J 81 81 74 69 74 68 63 59 53 47 43 38 35 27 24 49 39 32 22 24 22 20 124 122 170 170 19 170 170 170 170 157 157 108 106 96 93 60 57 20 19' 157 122 106 92 77 65 74 63 72 61 37 35 33 55 46 44 42 30 28 , 27 18 17 ( 16 32 107 104 103 103 67 63 61 61 55 52 50 49 44 41 39 38 31 29 27 26 27 24 23 22 23 21 17 16 15 - 103 103 103 103 61 61 61 61 49 49 49 49 38 38 38 38 25 25 25 25 21 20 20 20 18 17 17 17 170 _NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BA ASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSICER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3 REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 OPENING WIDTH IN INCHES 80 i 90 100 1 110 1 120 130 160 170 170 170 170 157 122 106 92 71 59 53 40 31 24 16 Robert L Clark. PE. P.E.A39712 Structural INDUSTRIES 1070 TECHNOLOGY WANE Title: �Opening_4 Width Horizontal Mull Opening Width Multiple Mulled Units L_. Rend Br `Oats: Drawn Description: Vertical Mull Mull Length f-- Mull —t Length I ,Opening Width Mull Length CMed Dale: Dole: /28/00 PRESSURE CHARTS Revisions: 1" STD. WALL MULLION Senes /Model: Scale: Shed: P.O. 80X 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 MULLS NTS 5 fo 5 PRODUCT REVISED is ewp1yllg w$t IIWe nod& Oddl.g Code Acceplel.* No 0 -. a 1.05 F.spl $ Dale •'9r4.1L• 0 PRe 1 Dale Product Control lu.Lilee j PPROVS0 AS COMPLYING MTH THE DUIOINC CODE COMPLIANCE OFFICE ACC P/�t10ElU] DO -OV� ��. Wowing Ho. 6620 Rey: