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450 NE 94 St (2)p nspection Number: INSP -3639 C Inspection Date: 12/20/2005 Inspector: Grande, Claudio Owner: MOORE, KELLY Job Address: 450 94 Street NE Project: <NONE> Contractor: Building Department Comments Tuesday, December 20, 2005 gnm 1 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -856 Permit Type: Imported Permit Inspection Type: WINDOWS Work Classification: <NONE> Phone Number Parcel Number 1132060140320 Lot: Page 2 of 2 (� /Y mnector Passed ,/ Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until p nspection Number: INSP -3639 C Inspection Date: 12/20/2005 Inspector: Grande, Claudio Owner: MOORE, KELLY Job Address: 450 94 Street NE Project: <NONE> Contractor: Building Department Comments Tuesday, December 20, 2005 gnm 1 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -856 Permit Type: Imported Permit Inspection Type: WINDOWS Work Classification: <NONE> Phone Number Parcel Number 1132060140320 Lot: Page 2 of 2 Inspection Date Approved Correction Re -Insp' n Fee 3264 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date tl a� Type Insp'n Ju' 5 Permit No. .�'� ,1 F Name �( U ,]Lf2, Address t� �jt ' Company 's Phone # ' :Vlic7,4 �� 1 • r% !e,c 114441 v►'tI2 LA) D w ,ems! 1 (A) N-A ) i 1".)t;v 1 .ktgSt SCvtoc�5 tJ t i-ss Scitui fi7 � �1� j )7 f Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/9/2005 Applicant: KELLY MOORE Owner: MOORE KELLY JOB ADDRESS: 450 NE 94 ST Contractor Local Phone: Parcel # 1132060140320 Signed: Building Permit Permit Number: BP2005 -856 Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOT 5 & W1/2 OF LOT 4 BLK 51 LOT SIZE Fees: Description Amount FEE2005 -7811 Building Fee $433.00 FEE2005 -7812 CCF $6.00 FEE2005 -7813 Training and Education Fee $2.00 FEE2005 -7814 Technology Fee $10.90 FEE2005 -7816 Scanning Fee $6.00 Total Fees: $457.90 Total Fees: $457.90 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 12/5/2005 Construction Value: $9,600.00 Work: REPLACE WINDOWS & DOORS " RETRO FIT' TOTAL 31 WINDOWS & 2 DOORS (INSPECTOR) JUL 0 b 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 APPLICATION FBC 2001 Permit Type (circle): �ilding Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) JO111J Ley Nob R Phone # 305 — 75S, -1711 Owner's Address 45o N E ? 4 ST. Cit MIAM S IIoRES State FL . Zip t. , 1 p Tenant/Lessee Name NA Phone # Job Address (where the work is being done) 45 0 N E 14 5T. City Miami Shores Village County Miami -Dade Is Building Historically Designated YES Contractor's Address 1 (p 10 NE 205 Te RIZ City 1'J• 14!AMI Teo Qualifier STA N A t�1 Code Enforcement $ Total Fee Now Due $ 4.5 1 I (Continued on opposite side; Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No, O Master Permit No. State FL. NO 1/ Contractor's Company Name A bb /IN [=o'W( l NG . Structural Plan Review. $ Zip ')/1 p Phone# '305 -4,$3 -Igo/ Zip 7 State Certificate or Registration No. Certificate of Competency No. 9 5 r) .5 QC) 207 Architect/Engineer's Name (if applicable) r/1/2- Phone # $ Value of Work For this Permit 4 1 600 • CO Square Footage Of Work: .4 SD 6 /p (otIJi4 6) Type of Work: ❑Addition EAlteration ❑New 2 ❑Demolition Describe Work: if tra .A CE Wm) Den W -. D=02 y i RETRO ^ F t T " verrAL. 31 WiNaotivs 4. 2 2.5 * * * * * * * * * * * * * * * * * * * ** * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** U Submittal Fee $ Permit Fee $ L-1-3 3 G' CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ O. a Scanning $ 9 0 Radon $ Zoning Bond $ Bonding Company's Name (if applicable) MA* Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 0/4, Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES,'BOILERS, HEATERS, TANKS and AIR•CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN . ATTORNEY ; BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building perrnit is issued. In . the absence of such posted notice, the inspection will not b approved and a reinspection fee will be charged. Signature NOTAR Sign: Print: it.115 414 0 - 0 2 Owner r Agent The foregoing instrument was acknowledged before me this day of Me, , 206fr", k LLy 6100Re_ who is personally known to me or who has produced As..identification and who did take an oath. NOTARY PUBLIC: Sign: i Ulkid /7.4• N IJ 1 Nl 0 Print: t-ocll s 4 iJ I PC My Commission Expires: *TOW TP ���i� LOUIS Atilt' RIPATIAR � 17: .. 2uu , n,, ,, Atlantic Bonding Co., 1 ** *********** **** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 Signature Contractor The foregoing instrument was acknowledged before me this 1 .2 day of J'UMt ,2065, by 5 Tin ij t.-t7' tJMa who is personally known to me or who has produced ntificati• and who did take an oath. My Commission Expires` , Lonts Armin® =.i - l a z e : , Expires Sep. 24, * �y ^ $ Bon±d Tiuu rat. '� ;,Fri%O - /antic Bon cling Co., in ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** - -GS Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. b O 6 co TAX FOLIO NO. IC * r 014 -032 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: 450 t•11= 44 ST. MlaMt Si-loges f FL. ”13g LoT 5* W I/2 of 4 15Lc 5 l MiNMt SI1o2E 5 SEc 2 re, 10 3'7 2. Description of improvement: WIN) R ePLACc VP 2 4-T' 3. Owner(s) name and address: Jot -4J A- Moo 2e W K£ "f 5c n1 E q4 S't. M A rv► S (40 L. s r-L . 3 313 Interest in property: P l? t I•1 A(y Res t l N e.2 Name and address of fee simple titleholder: kit& 4. Contractor's name and address: iCo(o t.)e. '2.05 5. Surety: (Payment bond required Name and address: N (. Amount of bond $ 6. Lender's name and address: dill: r- t date is specified) O Signature o /iwner 123.01 -52 PAGE 4 8/02 Te R124 c Q. I'J , V M c 13c..0 L FL - 1 3317i by owner from contras kit GLIt' 9'1 - 7 ) ,v . :■ li ... u 62,- Print Owner's Name KILL 1 A. 13aE \l•to■J I Je. 7. Persons within the state of Florida designated by Owner upon whom not' provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: IJ 9. Expiration date of this Notice of Commencement: (the expiration Sworn to and subscr' d before this ') day of Jul-k— , 2005. t Notary Public / wc�c.ry YP� Louis Amino ° � s ; , commission # DD 057677 Print Notary's ame Louts tintt�c * ' : �` Fir/"; Sep. 74.7XM i' .,...: C Bond null My commission expires: - o;oFF��,�� ,� B r ,M 3Y 111111111111111111111111111111111111111111111 c-F'N 200580666080 OF; Bk 23516 Po 4723; r(iPs) RECORDED 06/27/2005 13:45:41 HARVEY RUVINr 1LERK. OF C:OLIRT M ANI -DADE COUHT't r FLORIDA LAST PAGE s or other documents may be served as 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: N/(1-- date is 1 year from the date of recording unless a Prepared by I- -00lb 41 ' Address: 1875/ NIA/ 24 PL P� t4b12.0 ke FloeS , FL. 37 x 50 - 5/8 SINGLE HUNG NOA # 03-0514.01 +46.5, -62.2 37x74 -1/4 SINGLE HUNG NOA # 03- 0514.01 +46.5, -50.3 DBL. 30x80 ALUM FRENCH DR NOA # 02 -0701.12 + 44.4 , - 48.3 37x74 -114 SINGLE HUNG NOA # 03-0514.01 +46.5, -50.3 58x44 HORIZONTAL SLIDER NOA # 03-0612.06 +46.5, -50.3 19- 118x63 CASEMENT NOA # 03-0611.02 +46.5, -62.2 30 x 80 ALUM FRENCH DR NOA # 02 -0701.12 + 44.4 , - 48.3 1 x 4 MULL 1 x 4 MULL 74 x 50-5/8 HORIZONTAL SLIDER NOA # 03-0611.02 +46.5, -50.3 UTILITY FAMILY ROOM KITCHEN DINING ISTING PIPE MUILLS ST 74 x 38-3/8 HORIZONTAL SLIDER NOA # 03-0612.06 +46.5, -50.3 EGRESS I GUEST ROOM IRS LIVING BATH FOYER 26 -1/2 x 63 SINGLE HUNG NOA # 03-0514.01 +46.5, -50.3 1 st FLOOR PLAN JOHN & KELLY MOORE 450 NE 94 ST , MIAMI SHORES, FL. 33138 PLAY ROOM 1 37 x 38-3/8 SINGLE HUNG NOA # 03-0514.01 +46.5, -50.3 37 x 38-3/8 SINGLE HUNG NOA # 03-0514.01 +46.5, -50.3 37 x 63 SINGLE HUNG NOA # 03-0514.01 +46.5, -50.3 53-1/8 x 63 CASEMENT NOA # 03-0611.02 +46.5, -50.3 53- 118x38 -3/8 HORIZONTAL SLIDER NOA # 03-0612.06 +46.5, -62.2 74 x 38-3/8 HORIZONTAL SLIDER NOA # 03-0612.06 +46.5, -50.3 EGRESS 53 -1/8 x38 -318 HORIZONTAL SLIDER NOA # 03-0612.06 +46.5, -50.3 74 x 38 -3/8 HORIZONTAL SLIDER NOA # 03-0612.06 +46.5, -50.3 EGRESS 1 x 2 MULL DEN BEDROOM BEDROOM 53- 118x38 -318 HORIZONTAL SLIDER NOA # 03-0612.06 + 46.5 , - 50.3 STAIRS 74 x 38 -3/8 HORIZONTAL SLIDER NOA # 03-0611.02 +46.5, -50.3 EGRESS BATHROOM BATHROOM BEDROOM 53 -1/8 x38 -3/8 CASEMENT NOA # 03-0611.02 +46.5, -50.3 2 nd FLOOR PLAN JOHN & KELLY MOORE 450 NE 94 ST , MIAMI SHORES, FL. 33138 MIA MIOAl7E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, 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- 1224.02 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Ci t M t WI MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 373 -2901 FAX (303) 373 -2908 NOA No 03- 0611.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Page 1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" } } ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED x x GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PV3. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: 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. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. F aHtt 1 4. F. FOR 144 "XOX" & "0" CONFIGURATIONS SEE SHEET5. G. FOR 44 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & 'OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLL`-::MS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13' SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN CN FIXED _ITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13' SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCCNS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL-3582, FTL -3587 ANC FTL -3729 } x 3 0 0 x CONFIGURATIONS OPTIONS 3 0 3 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 - GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5.8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE 12 PRODUCT REVISED cemptying "'jY Ile Plaids B uddies Code Aeeeptaoce No E d o n Date /�i�:✓ By dior Miami ' ' bald! Dlvbi •7/,/ ) 3 2 Rand Or F.K. Rend Or FA. Owe 3/17/03 Oasa 325+03 Dorn Br D a W ch. . 8y o. . F.K. 12/17)02 A REVISE ANCHORAGE NOTE 4 - meet. B ADD 13/16' I.G. 5 MOVE GLAZING DETAILS TO SrIEET 2 awed fY Dar qv vision,: C NO CIYANGE THIS SHEET 1 1070 TECHNOLOGY DRIVE NOKOMIS. FL 30275 P.0. BOX 1520 NOKOMIS. FL 31274 PT Visibly Herter NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT a.r..ea,re CA -740 NTS 1 " 12 I ra.+s ao 7045 -8 re Luca A Tumer. P.E PEf582n1 Mechanical .090 SOLUTIA OR DUPONT PVE INNER LAYER 1/8" ANNEALED GLASS -- h-•- 1/8" HEAT STRENGTHENED GLASS .;.1 5/16" LAMINATED GLAZING DETAIL ®® 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .65' NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAL m® .C90 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT H- STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS -- prr .65" NOM. GLASS BITE f 13/16 "I.G. GLAZING DETAIL 3/8" AIR SPACE 13/16" 86 5/16° LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1 /8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE PRODUCT REVISED as nmphi': "ith the Florida Raiding Code Acccpionec No Expiration Dat Rowel Or F.K. R.rd7 F.K. Dram By F.K. 0. 3/25N3 Doe 7/1CL03 a B PIMbu Ddr Dwr 03/25/03 taodal REDRAW GLAZING OETAILS 6 ALTO 13/18' LG. NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0. BOX 1529 NOKOMIS. FL 34274 P Visibly Better Dosabow GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT tomaYale CA-745 NTS l 2 s 12 �•" 7045 - Lucas A Tumor, P.E. PE t582Ot Me 1enical 7 !'o% CENTERLINE 1 1/2" ANCHOR 1 1/2" LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) T \ 13" MAX. O.C. 4" MAX. 4" MAX. -� SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. DAYLIGHT OPENING 3 7" MAX. VENT TYP. ANCHOR LOCATION TYP. 7' \ 4" MAX. --- MEETING RAIL DETAIL (SEE SHT. 1 NO - E 4) y 134" MAX. WIDTH 53" MAX. DAYLIGHT \ OPENING 0 13 " MAX. O.C. - 1 60' MAX. FIXED SEE MID -SPAN ANCHOR DETAIL -\ / 7" TYP. (2) / --- 4° MAX. � - 41, DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 13" MAX. O.C. 4" MAX. 30" MAX. DAYLIGHT -- OPENING \ ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) N. SEE METING RAIL - DETAIL TYP. (2) 4" MAX ® NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 56" MAX. DAYLIGHT OPENING 63" MAX HEIGHT 1 74" MAX. V /IDTH 30' MAX. DAYLIGHT OPENING 14 1/2" MAX. 0.C. TYP. ELEVATION "B" - 63" HIGH 'XX" (SEE SHEET 5 FOR PRESSURES) \ 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT DEVISED ✓ s cumplyiugwiIh the Florid@ B"id sr Code Acceptance A, • •O II. 1 2 E dos Date .! /V ; .., BY .. .�% Mias2 I Produet Coetrd As Dir 740/07 max F.K. it.... By F.K. a.e sr F.K. Cm. FR. O.: 3/17/03 or.: 3/25/03 A awe..• B 7/10403 0.V 12/17/02 C Clleck.e ar REVSE ANCHORAGE CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS nr: 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.J. BOX 1529 NOKOMIS. FL 34274 P Better "XX" & XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 3 • 12 7045 -8 1 C Luca" A Tumor. P.E. PE 558201 Mechanical SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. —� 32" VAX. WIDTH 25" MAX. DAYLIGHT OPENING 4" MAX. 141/2" 4° MAX. 1 MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72° HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. 13 " FLUSH AGAINST JAM, MAX. J TYPICAL HEAD & SILL O.C. HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 65" MAX. DAYLIGHT - OPENING ® DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAL SHT. 3 TYP. (2) 72" MAX. HEIGHT MAX. 13" A O.C. 4" MAX. I 4" MAX. —�+ -- DAYLIGHT — OPENING 37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING X 56" MAX. DAYLIGHT OPENING _ 14 1/2" MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURESI 97" MAX. WIDTH DAYLIGHT OPENING 4" MAX l 99 63" MAX. HEIGHT 30" MAX. 53" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 1 56" MAX. DAYLIGHT OPEN ING 4" MAX. 4" MAX. -J 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING L ELEVATION "E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 0 ® NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 1 -(-13" MAX. O.C. 4" MAX. 1+- 37" MAX. VENT 60" MAX. FIXED ELEVAT ON "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7-8 FOR PRESSURES) 1 - ■--•1 13" MAX. O.C. - 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT REVISED as cnmplyingwith the Florid. Redding Code AcreiA.rnee No E. 'ration Ole e feuded Caoer i "7/io /o Rood sr F.K. Ferrari By F.K. ;Mb ay. F.K. 0.41.19y F.K. 3/174.7 DeK 325433 o"rr 7/10/73 Dr 12/17/02 A r44."+", O dreW sr F.K, REVSEANCHORAGE CHANGE SHEET NO. REFERENCES ADO HINGE DETAIL d HINGE LOCATION NOTES D".: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pdr VLsibly Better "X " "0', "XO" & "OX" ELEVATIONS rift ALUMINUM CASEMENT WINDOW, IMPACT ae,vierr I Str: shut CA -740 NTSI 4 s 12 to 7045 -8 Lucas A. Tum"r, A.E. PE 158201 Mochaflhhal COMPARATIVE ANALYSIS TABLE 1. (BASED ON 114" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST FEPORTS: FTL -3582, FTL -3587, FTL -329 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5,16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) HEIGHT 50.625 NEG POS -90.0 70.0 'x" WIDTH 19.125 24.000 26.500 30.000 32.000 34.000 36.000 37.000 A B,E A B,E A B,E A B,E A B, E A B, E A B,E A B,E _ 26.000 NEG POS -90.0 70.0 54.000 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 - 90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7C.0 70.0 70.0 7C.0 70.0 70.0 70.0 31.000 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38.375 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -87.4 -90.0 -81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 70.0 43.000 48.000 NEG POS NEG POS -90.0 70.0 -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -77.6 -90.0 -71.1 -90.0 -65.5 -75.0 -60.4 -75.0 -59.0 -75.0 70.01 -68.4 70.01 -90.0 70.01 -90.0 70.01 -90.0 70.01 -90.0 70.01 -83.6 70.01 -90.0 70.01 -61.8 70.01 -90.0 6551 -57.5 70.01 -75.0 60.41 -54.3 70.01 -75.0 59.01 -52.8 70.01 -75.0 70.0 70.0 70.0 70.0 70.0 - 60.0 -90.0 68.4 70.0 61.8 70.0 57.5 70.0 54.3 70.0 52.8 70.0 -90.0 -90.0 -90.0, -79.9 -90.0 -63.9 -90.0 -58.9 -90.0 -54.9 -75.0 -51.1 -75.0 -49.9 -75.0 70.0 70.0 70.0 70.0 70.0 63.9 70.0 58.9 70.0 54.9 70.0 51.1 70.0 49.9 70.0 -90.0 -90.0 -90.0 -75.4 -90.0 -56.1 -90.0 -5' .8 -75.0 -47.9 -75.0 -46.4 -75.0 70.0 70.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 70.0 57.000 60.000 NEC POS NEG FOS -90.0 70.0 -90.0 70.0 -90.0 -90.0 -90.0 -72.4 -90.0 -58.5 -90.0 -53.8 -90.0 -48.6 -75.0 -44.8 -75.0 -43.5 -75.0 58.5 70.0 -56.2 -90.0 70.0 -90.0 70.0 -89.6 70.0 -90.0 70.0 -69.9 70.0 -90.0 53.8 -50.4 70.0 -90.0 48.6 -45.2 70.0 -75.0 44.8 -42.2 70.0 -75.0 43.5 -41.1 70.0 -75.0 70.0 70.0 70.0 69.9 70.0 56.2 70.0 50.4 70.0 45.2 70.0 42.2 70.0 41.1 70.0 63.000 NEG POS -90.0 70.0 -90.0 -86.3 -90.0 -67.8 -90.0 -53.4 -90.0 -47.7 -90.0 -42.4 -75.0 -39.7 -75.0 -38.6 -75.0 70.0 70.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.6 70.0 66.000 NEG POS -90.0 70.0 -90.0 -84.2 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 70.0 70.0 70.0 66.2 70.0 51.3 70.0 '45.6 70.0 69.000 NEG POS -90.0 70.0 -90.0 -83.2 -90.0 -65.0 -90.0 -43.9 -87.8 70.0 70.0 70.0 65.0 70.0 49.8 70.0 72.000 NEG POS -90.0 70.0 -90.0 -81.7 ,-90.0 -63.7 - 90.0 -48.3 -90.0 70.0 70.0 70.0 63.7 70.0 -49.8 -90.0 43.9 70.0 -42.2 -84.4 48.3 70.0 42.2 70.0 TABLE 2.(BASED ON 1;4" TAPCONS OR #14 SCREWS) "X" WINDOWS GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37 000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7 /16" LAM (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -90.01 70.0 TEST REPORTS: FTL -3580, FTL -3587 - 90.0170.0 COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4" TAPCONS OR #14 SCREWS) A 5/16" LAMI (1/8 "A,.090,1/8" FS) GLAZING OPTION: HEIGHT 38.375 NEG POS -75.0 70.0 WIDTH 37.000 43.000 48.000 53.125 57.000 60.000 64.000 68.000 72.000 74.000 A A A A A A A A A A 43.000 1 48.000 NEG POS NEG POS -75.0 70.01 -75.0 70.0 26.000 NEG IPOS -75.0 7C.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 - 75.0 7C.0 7C.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG POS -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 NEG POS -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 -75.0 -75.0 -75.0 -75.0 -75.0 - 71.1 - 65.5 -60.4 -59.0 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 52.8 50 625 -75.0 70.0 -75.0 -75.0 -69.6 -63.9 -58.9 -54.9 -51.1 -49.9 70.0 70.0 70.0 69.6 63.9 58.9 54.9 51.1 49.9 54.000 -75.0 70.0 -75.0 -75.0 - 75.0 -65.2 -60.0 -56.1 -51.8 -47.9 60.000 70.0 70.0 65.2 60.0 56.1 51.8 -46.41 46.4 57.000 -75.0 -75.0 -72.1 -58.5 -48.6 -44.8 TEST REPORTS: FTL-3582 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 -75.0 -69.5 -60.8 -56.2 -50.4 -45.2 -42.2 -41.1 70.0 70.0 69.5 60.8 50.4 45.2 42.2 41.1 63.000 NEG POS -75.0 70.0 -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 -42.4 -38.6 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORTS: FTL-3582, FTL 3729 ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-75.0170.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XX' WINDOWS IS LIMITED TO PRODUCT REVISED es complying with the nark% Raiding Code Acceptance tis -0 EX F.K. evader er owe end Dor Rembnr A Rawstnr Ramble ler-ke4 is REVISE TABLES 1 MD A GLASS TYPE A ADD GLASS TYPE E TO TABLES 1 4 NO CHANGE THIS SHEET 1070 TECHNOLOGY ORNE NOKOMIS FL 34275 P.O. BOX 1529 NOKOIW§, FL 34274 PA GT_ V1.71,6 Better ALUMINUM CASEMENT WINDOW, IMPACT dorMullibee CA-740 NTS ShailL PE 058201 COMPARATIVE ANALYSIS TABLE 6. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & "1/4- 112 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582 1 FTL -3582 FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) C. 7/16' LAMI (3/16 "A,.090,3 /16 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1/8"HS .090 1/8 "HS) "0" WIDTH "XOX" WIDTH I� EIGI4T 26.0 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 38.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 422 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.D 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 37.000 74.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 528 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E - 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 700 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 39.500 79.000 A - 70.0 -75.0 70.0 -67.8 67.8 -62.1 62.1 - 55.7 55.7 -49.8 49.8 -46.9 46.9 -43.6 43.6 -41.1 41.1 -38.6 38.6 -36.5 36.5 B,E - 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 42.000 84.000 A -75.0 70.0 -75.0 70.0 -62.4 62.4 - 58.4 58.4 -63.3 ' 63.3 -56.4 564 -53.4 53.4 -50.0 50.0 -46.9 46.9 -44.3 X 44.3 -41.9 41.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.D 70.0 -90.0 70.0 -90.0 700 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 45.000 90.000 A -75.0 70.0 -70.3 70.0 -58.0 58.0 - 54.5 54.6 -59.3 59.3 -53.6 53,6 - 50.9 50.9 -47.5 47.5 - 44.7 44.7 -42.1 42.1 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.3 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.3 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -76.9 70.0, -72.4 70.0 -69.2 69.2 48.000 96.000 A 75.0 70.0 - 65.0 65.0 - 54.3 54.3 -51.1 51.1 - 55.1 55.1 -51.4 51.4 - 48.6 48.6 -45.3 45.3 -42.5 42.5 -40.4 404 -38.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.3 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.) 70.0 -90.0 70.0 -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 - 64.1 64.1 50.500 101.004 A -75.0 70.0 - 60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 -46.9 46.9 _ -43.5 43.5 - 41.3.41.3 -39.2 39.2 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.3 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.3 70.0 -90.0 70.0 -81.2 700 -75.7 70.0 -70.3 70.0 -66.8 66.8 - 63.5 63.5 -60.5 60.5 53.125 106.375 A -75.0 70.0 -58.7 58.7 X8.7 48.7 -45.4 45.4 - 50.0 50.0 -46.1 46.1 - 44.2 44.2 -42.2 42.2 -40.1 40.1 -38.0 X 38,0 - 36.2 36.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -76.4 70.0 -71.1 70.0 - 66.5 66.5 -63.0 63.0 - 60.0 60.0 -57.3 57.3 ■ 54.000 108.000 A -75.0 70.0 -58.2 58.2 -47.9 47.9 - 44.5 44.5 -49.1 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.6 -35.9 35.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70 0 -71.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 70.0 -75.0 70.0 -70.1 70.0 -65.4 65.4 -61.8 61.8 -59.1 591 - 56.4 56.4 55.500 111.000 A -75.0 70.0 -57.1 57.1 -46.4 46.4 -43.3 43.3 - 47.5 -43.9 43.9 -42.2 42.2 - 40.8 40.8 -39.1 39.1 -37.2 37 2 -35.4 35.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70 0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70 0 -70.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 -72.5 70 0 -68.4 68.4 -63.6 63.6 -60.1 60.1 -57.5 57 5 - 54.8 54.8 " 57.000 114.000 A -75.0 70.0 -58.2 56.2 - 44.8 44.8 -42.1 42.1 - 46.2 -42.5 42 5 -41.2 41.2 -39.8 39.8 -38.5 38.5 -36.7 36 7 -34.8 34.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 700 -69.6 69.6 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 700 -66.7 66.7 -61.8 61.8 -58.7 58.7 -55.9 55.9 - 53.2 53.2 58.500 117.000 A -74.2 70.0 -55.0 55.0 -43.4 43.4 -40.9 40.9 - 44.8 -41.3 413 -40.2 40.2 -38.7 38.7 -37.6' 37.6 - 36.1 36.1 - 34.2 34.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70 0 - 68.4 68.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 690 - 64.9 64.9 -60.4 60.4 -57.3 57.3 - 54.5 54.5 -51.6 51.6 60.000 120.000 A -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 - 43.5 -40.4 404 -39.2 39.2 -37.6 37.6 - 36.7 36.7 -35.5 35.5 - 33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 87 3 - 63.3 33.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 - 50.0 50.0 TABLE 7.(BASED ON 114• TAPCONS OR #14 SCREWS) "0" & 9/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16 " -AMI (3/16 "HS,.090,3 /16 "HS) ALL "O' SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH 1 -90.01 70.0 1 4 X 1 2 0 0 NOTE: IF USING 3/16" TAPCONS OR 1112 SCREWS DESIGN PRESSURE FOR "O" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED 1 complying w'hh the Plottlr 2 iiag rat: Ac ,.1g2nce RO C . iralicaI to By :Yrstut uir ', '- 749/a 3 Avidly F.K. w,,.eer: F.K. a„eey F.K. FX. Lbw 3/17/73 oN 3/25/03 7/1087.7 12/17/72 ewiur A nMecor B e".■o" *ward REVSE TABLE 8, GLASS TYPES A i C ADD GLASS TYPE E TO TABLE 8 NO CHANGE THIS SHEET 1070 TECHNOLOGYORIVE NOKOMMS. FL 34275 1..7. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better PRESSJRES- 0 8 1/4- 1/2 -1/4 XOX COIVFIG. WINDOWS Tr: ALUMWUM CASEMENT WINDOW, IMPACT C4-740 Scow NTS ar..r ID.wy.n 6 a 12 7045-8 , WOaS A. Turner, P.E. PE 154201 AWOfir.ICa COMPARATIVE ANALYSIS TABLE 8. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" OR "OX" & "1/:',- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI S1/8 "A,A90,1 /8 "HS) "XO" WIDTH "XOX" WIDTH FI EIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.D 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 64.9 -62.7 62.7 -60.4 60.4 60.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 68.4 -63.9 63.9 -60.3 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 87.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 -55.6 55.6 -52.3 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.3 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.3 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 111.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "-IS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1 /8 "1-1S,.090,1 /8"HS) ALL "XO' OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -75.01 70.0 TABLE 10. (BASED ON 1;4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/1E" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO' OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63 000" HIGH 1 -90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. 1 3 X 1 3 0 1 3 X X 0 O X PRODUCT REVISED as complying with the nab Dueling Clich Aetepteace i o E lion Dlpe D SIN Div el 1 it Id /. - .!G �. . hR'Itlact C `740 /o 3 Mwa at. aew: F.K. 3/17/03 Rend A: FK 1k N e,- M: 3250 COW 7/10/03 Rwloo,r.. 8 Rte: C er Radom A REUSE TABLE 8, GLASS TYPEA ADO GLASS TYPE E TO TABLE 9 Monad at: F.K. F.K. 12/17/02 Cinched NO CNANGE 7741S SHEET Or" 1070 TOHNOLOOY (RIVE NOKJMIS. FL 34275 PA. BOX 1529 NOIOMIS. FL 34274 Pc;11: Visibly Better PRESSURES -XO, OX, & 113-1/3-1/3 XOX WINDOWS COL ALUM;NUM CASEMENT WINDOW, IMPACT e.desoee,er bra sn.ea CA-740 NTS 7 • 12 o".". m. I ,s" 7045 -8 C LUCa3 A Teener, P.E. PE 558201 Mechanical COMPARATIVE ANALYSIS TABLE 11. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 1 FTL -3582 FTL -3729 GLAZING OPTIONS: A. E. 5/16" LAMI (1 /8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) C. 7116' LAMI (3/16 "A,.090,3 /16 "HS) 13/16" LAMI (1/8 "HS,3 /8" SPACE,5/16" LAMI-W/ 1 /8 "HS /8 "HS) "XOX" WIDTH VENT WIDTH FIXED WIDTH I -EIGH 26.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.00) 63.000 NEG POS - NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 649 -60.6 60.6 -58.1 58.1 -56.1 56.1 -53.3 53.3 -50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75 0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0, -90 0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 86.919 24.000 38.919 A -75.0 70.0 -69.1 69.1 -63.4 63.4 - 56.5 56.5 ' -50.4 50.4 -47.5 47.5 -441 44.1 -41.6 41.6 -39.2 39.2 - 36.9 36.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -900 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 95.973 26.500 42.973 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -491 49.1 -46.2 46.2 -43.6 43.6 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 =90.0 70.0 -90.0 70.0 -90.0 70.0 -87 0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 108.649 30.000 48.649 A -75.0 70.0 -53.5 53.5 -50.4 50.4 - 54.5 54.5 -50.7 50.7 -48.2 48.2 - 44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 -66.3 69.3 -63.1 63.1 115.892 32.000 51.892 A -75.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 -38.6 38.6 -36.6 36.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -68.3 68.3 - 64.8 64.8 -61.4 61.4 -58.8 58.8 122.000 33.687 54.627 A -75.0 70.0 -47.3 47.3 -44.0 44.0 -48.4 48.4 - 44.7 447 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 , -71.4 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 - 64.7 64.7 -61.0 , 61.0 -58.4 59.4 -55.7 55.7 123.135 34.000 55.135 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 7).0 -71.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 - 64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 55.2 126.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 -41.6 41.6 - 40.2 40.2 -38.7 38.7 - 36.9 35.9 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 7).0 -70.1 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -52.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 59.2 -56.5 53.5 -53.8 53.8 130.000 35.896 58.209 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 - 38.9 38.9 -37.7 37.7 -36.2 35.2 - 34.3 34 3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3 - 60.6 60.6 -57.6 57.6 - 54.7 54.7 -51.9 51.9 130.378 36.000 58.378 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 - 38.8 38.8 -37.6 37.6 -36.1 33.1 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 - 68.5 68.5 C -90.0 - 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 -65.1 65.1 -60.5 60.5 -57.4 57.4 -54.6 54.6 -51.7 51.7 134.000 37.000 60.000 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 37.7 - 36.7 36.7 -35.5 35.5 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 - 50.0 50.0 TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16' LAMI (3116 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 83.000" HIGI- WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH 1.90.0 1 70.0 0 "XO" & "OX' WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX' AND 'XOX" WINDOWS IS LIM TED TO 41.3 P.S.F. X 0 UNEQUAL UTES X 0 UNEQUAL UTES 0 X UNEQUAL UTES PRODUCT REVISED es eumpiy i wiih t Flout* Buidir;; Cult Accrp,aw -c No E pirolMo Oau . .1 4 .r Div DadePsodac1 Rwar Si F.K. Rand ay. F.K. Melee 8y: F.K. taa.n e7 F.K. Oar 3/17/13 3/25/03 a.: 7/10/03 12117/02 A Raww: B C � retly. REUSE TABLE 11, GLASS TYPES A & C ADE GLASS TYPE E TO TABLE 11 NO :MANGE THIS SHEET Dim 1070 TECHNOLOGY DRIVE NO*341S, FL 34275 PO. SOX 1529 NO/OMiS. FL 34274 Visiby Better PRESSURES- UNEQUAL CONFIG. XO, OX & XOX Taw ALUMINUM CASEMENT WINDOW, IMPACT a.saarS C4-740 NTS Shoat mw".e 8 d 12 I 7045 -8 Lucas A Tumor. P.E. PE 858201 Me aniW � L AS 742 3 MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT MAX. VENT DAYLIGHT O OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT 0 DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX REFERENCE "XO" & 'XOX" FRAME 167 ASSEMBLY DETAIL, SHEET 10 Q ASSEMBLY DETAIL, SHEET 10 r 67 REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 PRODUCT REVISED as complying with the Florida Bailing Code Acceptance No Es IraUoo Date 744/3 Rood or Fw F.K. Revd Br F.K. 3/17103 11.0 ./25/03 e•": 7/163 "MWa 8 Oman Si: Orr: a,. .d By' Date F.K. 12/17/02 NO CHG THIS SHEET ADO 13/16' I.G. GLAZING BEAD ITEM SHOW TOP HINGE 10701E :HNOLOGY DRIVE NOKOA/IS. FL 34275 PD. BOX 1529 NOKF4I8, FL 34274 Visibly Betrer CWWW P ___ SECTIONS ir : ALUMINUM CASEMENT WINDOW, IMPACT Sson~r s.d.: f... CA-740 NTS 9 ! 12 7045 -8 C Lucas A Turner, P.E. PE N582O1 Mxharlica FRAME ASSEMBLY TUBE, MATL: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3' APART AT MD -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063-T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL 1.159" --- 2.139" O SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 2.854" 062" NOM. 1 -2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A .062" NOM. . 2.784" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A 2.919" PRODUCT REVISED n c"Inpn'!nt with the Flores Dr4ting C. Acr.•ptance Nu 1 'ratIoa Date Mead Br F.K. bad Br F.K F.K. Orwr S F.K. O•r: 3/17/03 Mr: 3/25/D3i 7/10/03 or*: 12/17/02 R"Ybr A Ra.YVa: e REVSEO FRAME ASS'Y DETAIL SCREWSPACIKG NO CHANGE TH /S SHEET NO CHANGE THIS SHEET a... aorta: Chant./ flr 1070 TEMNOLOGYDRIVE NOK7141S FL 34275 P.2. BOX 1529 NOKJM/S. FL 34274 Pdr Visibly Better DIMOIPMCIL EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT s.""a....e r". ore tie - Rw 04-740 NTS 1 10 0 12 7045.8 C Lucas A Turner. P.E. PE 155201 Ak hdhul PARTS LIST ITEM 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 43 46 50 51 52 53 54 55 67 68 69 70 71 72 DWG # 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7013 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 PGT. # 781 PQA 78I PQA 67017K 78X78PPSMS 7858ZA 710x12FP 61'P247 6163K 61635K 60976 78x12PSTWB 67004 712X1PPT 711573 7FLDHD DESCRIPTION MAIN FRAME - HEAD, ST.L & IAMBS #8 X I QUAD PH SMS FRAME CORNER KEY 12 "X12 "XI /8" CLOSED-CELL FOAM TAPE SASH - TOP, BOTTOM &SIDE RAILS #8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM M UL:11 -PONT LOCK LOCK SUPPORT PLATE #I0-24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (LH. & L.H.) in X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 48-32 X .375 PH. PN. TYPE B STUD BRACKET (LH. & R.H.) #8 X 5/8" FLT. PHI. SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" IIINGE (IIEAVY DUTY) #10X.300PHPHL 3/16" LAMINATED (1/8A & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (I/8HS & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3 /16HS G..ASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /16ES & 3 /16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVD GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") VINYL BULB WSTP (THICK) SILICONE- DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASSY. TUBE #12 X 1" PH. PHIL TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP .ON T- HANDLE KNOB FOLDING HANDLE ITEM 73 74 75 80 81 82 83 85 86 DWG # 7025 7016 7005A 1155 7010 7007 7047 PGT. # 70834A 78IPQA 67407 13/16" DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPER #8 X .750 QUAD P15 SMS FIXED WINDOW FRAME - HEAD. SILL & IAMBS #8 X1 QUAD PNSMS FDCED FRAME COINER KEY INSTALLATION HOLE COVER GLAZING DEAD (13/16" I.G.) LG. GLASS (I/8 "HS,3/8 "AIR SPACE,5 /16 "LAMI) 5/16" LAMI (2 LITES OF 1 /8 "HS CLASS WITH AN 090 INNER LAYER - SOLUTIA OR DUPONT PVB .706" (� .050 " -- IE- fF" .865" 40) 5/16" GLAZING BEAD MATL: 6063-T6 DWG# 7036 .523" --i .050" 0 7/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" 0- 1.000" .423" --�-1 50� CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 --� I--- .172° .870" .125" -- --1 1.124'r- .062" HH I j .093" - °CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A II .050° I :1 F- .569" 0 13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 2.701" 993" r , - --1 .28� .040" -� f INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 PRODUCT REVISED as awsptyitp with Ow F AAd& Balding Cade Acceptant: No iratlon Date two ar: F.K. Rime Br F.K %led Br F.K. Oran er F.K. 00.: 3/17/03 De": 38503 7/10/03 Q. A Revidanc 8 C ciaaaw NO CHG THIS SHEET A0013/113" LG. GLASS d GLAZING BEAD NO CHANGE THIS SHEET 1070 TE.H?OLLOGYDRIVE NOKOL(LR FL 34275 PO. BOX 1529 NOIOMIS, FL 30274 PS Visibly Better PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS 9." 11 " 12 7045 -8 I C LucMS A. Turner. P.E. PE 115E1201 Mett.a"ical APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM -1 r _ #12 OR #14 SCREWS i 11 w � 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: 1 i/2" L_ MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK APPROVED WOOD BUCK LESS THAN 1 12" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 11/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. ,--- EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4 "MAX. SHIM 3,16" OR 1i4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BJILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD BUCK 112 "OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM -1 r - #12 OR #14 SCREWS , • -, 1 1/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 11/4 " MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM --T 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 1/4" ,- MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK PRODUCTREVISED e complying with the Herds B.Idiag Cole Acceptance N. Walkout Date F.K. R..cu F.K Road By F.K Dawn or F.K Oa.: 3/1703 0.Y: 7/10403 12/77/02 A a.. rout: 8 Rodairow C cnwy.ear ADDEO 914 SCREW OPTION NO CHANGE THIS SHEET NO CHANGE THIS SHEET Data 1070 TEvHNOLOGYDRIVE NOK7.MIS, FL 34275 1 BOX 1029 NOKOMIS. FL 34274 Visibly Better Deselolim ANCHORAGE DETAILS YAK ALUMINUM CASEMENT WINDOW, IMPACT G-740 NTS 12 .' 12 7045-8 IC Lucas A Tumor, P.E. PE e582C1 a,Md+anl®I `7!o/ 3 MIAM FDAt7E 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 ART (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 ART 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: l "x Std. Well - Aluminum Tube pipped Mullions APPROVAL DOCUMENT: Drawing No. 6620 - titled " 1" STD. Wall Mullion Arrangement Detail", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/26/04, with revision "A" on 5/3/04, 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 temrination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the wads 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- 0701.05 and, consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. V 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 04- 0528.04 Expiration Date: June 28, 2006 Approval Date: July 08, 2004 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6620 -1, Sheets 1 through 5 of 5, titled "1 Std. Wall Mullion Arrangement Detail", prepared by manufacturer, dated 5/26/04, with revision "A" on 5/03/04, signed and sealed by Robert L Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a ix 2 x std wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.B. "Submitted under NOA# 00-0912.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a ix 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 00-0912.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 34" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 00-0912.05" C. CALCULATIONS 1. Engineering Structural & Anchor Calculations, prepared by manufacturer, dated 08/20/00, revised on 5/24/01, signed and sealed by Robert L Clark, P.E. "Submitted under NOA# 00-0912.05" E -1 "00•f/P-st" Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04-0528.04 Expiration Date: June 28, 2006 Approval Date: July 08, 2004 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated March 16, 2001, signed and sealed by Robert L. Clark, P.E. "Submitted under NOA# 00-0912.05" 2. Statement letter of no financial interest, dated March 16, 2001, signed and sealed by Robert L. Clark, P.E. "Submitted wader NOA# 00- 0912.05" 3. Laboratory compliance letter for Test Reports No. FTL -2902, FTL -2903 and FTL -2975, issued by Fenestration Testing Laboratory, Inc., dated January 30, 2001, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 00- 0912.05" G. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04- 0528.04 Expiration Date: June 28, 2006 Approval Date: July 08, 2004 II- y GLAZING PRODUCT I MULLION GLAZING PRODUCT J GLAZING PRODUCT PRODUCT II- y GLAZING PRODUCT I . r __ 'u. MULLION GLAZING PRODUCT PRODUCT w - wr +w2 (2) WINDOWS MULLED 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. $', C" OR C" BOTH ENDS NOTFS; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 ® 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 7 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 I GLAZING GRODNGT �, TYP. MULLION GLAZING PRODUCT H - H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W ANCHORS: TYPE14: C. OR D BOTH ENDS 4 Robert L. G7ark, P.E. PE #39712 Structural 1 2 IN F t T STRIES ANCHORS �7YPE il' W - W 1 +W2 H - H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 IA1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 Bawd By: tr. F.K. 5/J/04 Dann P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS FL 34275 NOKOMIS, FL 34274 ANCHORS: TYPE "8. C ' OR b",,.. BOTH ENDS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Chkd r at.' 4 /28/00 ARR ANGEMENT DETAIL 1" STD. WALL MULLION s ne,/uoaeI. MULLS Sooty: NTS w II W W - Wt +W2 +W3 H -H1+H2 MULTIPLE 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 1 +W2 OR W2 +W3 MULL LENGTH = Hi Revision A — ADD NOTATION Sheet: 1 of 5 OrmAng NOOITeWTMUM [guru DM.: , 7 4, 0{t w .y a -+. rnoKr o J 6620 -1 MIN. 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. r _2' OR 4 °-1 TYPICAL MULLION TO MULLION INSTALLATION TYPE A w000 211 (reP BUCK MIN. 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. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 12 P.H. SN.S. STAGGERED ON OPPOSITE WES (SOASOTTO N bIIERFERE W/TH EACH OTHER) 1---2" OR 4 "--1 #1FM.S. 1991) DUST BE WDE COUNTY APPROVED. SEE NOTE 11 I2 F.H. S.YS. ON OPPOSITE SIDES (SO AS NOT TO INTERFERE IWTH EACH OTHER) SEE NOTE !I 112 WOOD SCREW (1991) TAN. 4 PC4ETRADON MID W000 ALL FASTENED MUST BE WOE COUNTY APPROVED. SEE NOTE 11 MIODUCTAIMMID Aaapr. No -032 4 4 1f1 Dade Pniet C..n.t /d d i; bert L. Clark, P.E. PE *39712 Structural 1 DUSTRIES TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE C ° . TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE D". TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Rersd Bj^ fDoN: F.K. 5/3/04 Drawn By: P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMUS FL 34275 NOKOMIS, FL J4274 I- OR 4' Cnkd Bye (Dote: 4/28/00 swift/wad* MULLS Revisions. A — ADD NOTATION CLIP & INSTALLATION DETAIL Mkt: 1" STD. WALL MULLION scow NTS Sheet. 2a5 DreMn9 No. 6620 -2 Rev: A 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. CLIP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x i 1 x 4 x 1}� A 2 0 14 MAX L 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG 1 1099 IWODUCTMIfIL curdyri ae�ev•erl.u. II. Aemposee w t ,04 8 MIN. FROM ENDS (TYP) MAX. MIND MIL; Robert L. dark, P.E. 1. REFERENCE TEST REPORT FTL- 2902,2903 AND 2975 PE09712 Structural " MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG f 1099 MIN. FROM END (TYP) 1 " MULL CLIP W/TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 1" MULL CLIP W/TABS REMOVED FOUR (4) ANCHOR LOCATION EXTRUSION DWG 1 1099 MIN. FROM END (T 1') TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS US TRIES R F.K. 5/3/04 Coon By: P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 CNrd 9y: rata :/28/00 Serkgotodo: MULLS A — ADO NOTATION 1" M ULLION CLIP ANCHOR LOCATION 17Ne: 1" STD. WALL MULLION Scab: Shat: Crowing No. NTS 3 015 6620 Rev: A 1 3 4 --8 (TYP) Acellfteee NOTE: Dm*. 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 p/ ( ris Robert L. Clark, P.E. PE #39712 Structural 2 1 x STD. WALL MULLS MAT'L: 6063 -T6 1 1 -- 3 4 Rand By Dab: F.K. 5/3/04 Drown P.J.P. PROFILES 1070 IECHNOLOCY DRIVE AO. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 8 (TYP) TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS adw by: rate: 4/28/00 1" STD. WALL MULLION Revision.: — ADD NOTATION Sala/Model: scale: Sheet: MULLS NTS 4 of 5 Drawin No. 6620 -4 1x2x.125 2 Anchors 42 48 50.625 54 66 72 76 78 115 73 61 49 20 lx4x.125 4 Anchors O 60 63 84 90 96 108 111 129 83 70 57 144 - 42 48 50.625 54 60 63 66 72 76 84 90 96 108 111 144 50 50 170 170 170 170 170 170 142 120 78 111 88 72 59 41 38 17 60 60 170 170 170 170 170 160 145 120 102 94 75 60 50 35 32 70 107 67 55 44 31 27 23 23 17 20 17 15 18 15 70 170 170 170 170 170 157 141 127 105 90 83 65 53 43 30 28 OPENING WIDTH IN INCHES 80 104 63 52 41 29 24 21 16 80 170 170 170 170 170 170 143 128 115 95 81 74 59 47 38 27 24 90 103 61 27 23 19 90 170 162 134 74 68 53 24 22 100 103 61 49 26 22 18 100 170 170 170 158 127 87 81 69 63 49 39 32 22 20 110 103 61 49 38 OPENING WIDTH IN INCHES 119 112 108 106 100 ' 96 25 25 21 20 18 110 120 170 170 170 170 157 124 77 65 60 46 37 30 20 19 120 103 61 49 38 17 170 170 157 122 106 93 74 63 57 44 130 160 103 103 61 61 49 49 38 38 25 25 20 20 17 17 130 160 170 170 170 170 — 170 157 122 106 92 72 61 55 42 35 33 28 27 19 18 17 16 170 157 122 106 92 71 59 53 40 31 24 16 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. �,- 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, 0 1( CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. S( 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Robert L Clark, PE. PE #39712 Structural INDUSTRIES Vertical Mull TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Rend By: r a. F.K. 5/3/04 aonBr• P.J.P. 1070 7EC10■OLOGY got P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 k_Opening J Width Mull Length Horizontal Mull Opening With • F-- Mull Length Multiple Mulled Units Mull Length \Opening Width auoa er h od. : Data: /28/00 PRES SURE CHARTS STD. WALL MULLION 5: MULLS Roviskinc — ADD NOTA77ON l NTS 5a w+••r oft*. Midi Ore 6620 M I A M IFDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 pemnanent 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 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.B. 1-FkW iMpAcl MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SLATE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03- 0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMII°I'ED A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No. 4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 6 of 6, prepared by PGT Industries, dated 2/16/98 with revisions dated 12/29/03 signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1969, dated 3/17/98, signed and sealed by Joseph C..Chan, P.E. 2 Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3740, dated 03/18/03, signed and sealed by Joseph C. Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by PGT Industries, dated 1/8/04, signed and sealed by Robert L Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to `E.I. DuPont DeNemours" for "Dupont Butacite R PVB" dated 02/15/01, expiring on 12/11/05. 2. Notice of Acceptance No. 01 -0205.02 issued to "Solutia Inc." for "Saflex/Keepsafe Maximum" dated 05/17/01, expiring on 0521/06. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 ,PGT INDUSTRIES NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated January 25, 1999, signed by Robert L. Clark, P.E. "Submitted under NOA# 99- 0204 -03" 2. Statement letter of no financial interest, dated January 25, 1999, signed by Robert L. Clark, P.E. "Submitted under NOA# 99-0204-03" G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 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) LITES 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 PVB LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE 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 5/16 LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 MAX. 0 1 8" MAX 4" M x 6" 63 MAX HEIGHT 58 1/4" MAX FIXED UTE DAYUGHT OPENING 6" 74° MAX WIDTH 33 5/8" MAX 33 5/8 MAX DAYLIGHT •■ DAYUGHT OPENING OPENING L I I 8 " I MAX { 4" MAX 1 TEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 WEEP HOUSING 22 WEEP FLAP 23 24 57" MAX VENT DAYUGHT OPENING MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION FLANGE FRAME JAMB (Alum. 6063 -T5 612225 2 FIXED MEETING RAIL (Alum. 6063HS -T54 4054A 1 SASH MEETING RAIL 6063HS -T54 4006C 1 SASH SIDE RAIL (Alum. 6063 -T5) 612230 1 GLAZING BEAD (Alum. 6063 -T5) 6534571 8 WINDLOAD ADAPTER (5 7/8" RIGID PVC) 1207 1 (0 midspan of frame sill) RANGE FRAME HEAD /Alum. 6063 -T5) 612237 1 FLANGE FRAME SILL (Alum. 6063 -T5) 612238 1 FRAME SILL ADAPTER (Alum. 6063 -T5) 612239 1 SASH 'TOP /BOT. ;RAIL (Alum. 6063 -T5) 612240 2 SC __(Alum. 6063 -T5 6532377 1 _ 5/16" (.350) LAMINATED USING (2 UTES 1 /8' STRENGTHENED GLASS ANTI -UFT CHANNEL (Alum. 6063 -T5) 612244 #10 x 1.000 Ph. Fl. SMS 710X1 4 6 x 1.000 PH. PAN SMS 76XIPPA WEATHERSTRIP. i ;IN WALL BULB VINYL 6TP247 8 #8 x .500 PHIL. Fl SMS 7856A #8 x 1.000 PHIL. P.H. SMS SWEEP LATCH ROLLER HOUSING BRASS WHEELS DESCRIPTION Robert L. dark P.E. PE 1139712 Strutting V.T. # 781PQA 71096 70250 70251 7BRWHL2 QTY. /LOCATION 25 WSTP .270 x .170 BACK FIN SEAL 61062W 26 SILICON 62899 27 WEATHERSTRIP, BULB VINYL 6TP249 1 ;0 vent iamb roil) 29 13/16" I.G., 1/8" HEAT STRENGTHENED GLASS, 3/8 SPACE, 5/16" LAMI 30 GLAZING BEAD (1.3/16" I.G.) 6063 -T5 14067 8 31 WSTP, .187 x .230 BACK. FIN SEAL 11060 1 0 MEETING RAIL 32 13/16 I.G., 1/8" HEAT STRENGTHENED GLASS, 3/8 SPACE, 5/16 LAMI 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS HEAD & SILL MAX. 6" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING MAX. 15" SPACING. JAMBS: • MAX. E" FROM CORNERS. MAX. 12 1/2 SPACING. 5. SHUTTER REQUIREMENT: NO SHUT iu S REQ'D. 6. REF. TEST REPORTS: FTL -1969 & F11-3740 1070 TECHNOLOGY DRIVE NOKOMIS. Fl. 34275 P.O. BOX 1529 NOKOMIS. FL 34274 1 (0 midspon of vent) ALUMAX AF -12244 Windload Adapter screws) FASTEC 2 for anti -lift channel MERCHANTS FASTENER 1 per Glazinq Bead TEAM PLASTICS TP -247 2 (Sweep Latch screws MERCHANTS FASTENER 4 when using 2 Sweep Latches) 22 (Frame/Vent assv. screws) MERCHANTS FASTENER 1 11.5" from ends -vent mtg. rail) MINIATURE DIE CASTING PGT.214.XX 2 if height is >= 42'2 3 1 omidspan /2 1/4 from ends)_ TOOL 7 -M10 -250 3 1 ®midspan /2 1/4" from ends MASTER TOOL 7 -M10 -251 2 0 ea. end of vent top rail) MASTER TOOL 70312 4 2 per Roller Housinq) VINYL - TECH /P.G.T. 2 @vent top /bot rails & mtq. rail) SCHLEGEL OR EQUIV. FS7826 -187 DOW CORNING RAIL CENTERUNE. Rend ay: F.K. Roved By: F.K. Rood Ry: F.K. • Read Niy: Drown e7: D.B. HS -710 FOLLOWS &� SHT 5. cr 12/29/03 7/23/03 4 4/03 9 6/02 26/98 sod.: NTS ALUMAX INDALEX INDALEX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX TEAM PLASTICS (1/8 A, .090, 1/8 HS) INDALEX SCHLEGEL OR EQUIV (1/8" HS, .090, 1/8" HS) G- REMOY£ ITEM 29 GL SS F�5 TO 17611 26 E- 2,3,6 ADD 129 -132 RovWmm O REWSED NOTE 9..E 1 a 6 VENDOR Drawing No. 4112 VENDOR # AF -12225 64054A 64006C AF -12230 AF- 534571 6WCLIP AF -12237 AF -12238 AF -12239 AF -12240 AF- 532377 899 OR 995 -249 64067 61060G oesertptron: OX ELEVATION & B.O.M. (LG. MISSILEL ALUMINUM HORIZONTAL SLIDING WINDOW Row G r 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 (1/8 "HEAT STRENGHTENED, .090 PVB, 1/8 "ANNEALED) FTL -1969 & FTL -3740 WINDOW WIDTHS 26.500 37.000 44.000 53.125 60:000 63.000 66.000 70.000 74.000 WINDOW HEIGHTS 26.000 66.7 66.7 66.7 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 66.7 66.7 66.7 65.5 60.8 58.2 -75.0 -75.0 -75.0 -75.0 -73.5 -69.4 -65.5 -60.8 -582 44.000 66.7 66.7 66.7 66.7 62.0 58.9 56.6 53.7 51.3 -75.0 -75.0 -75.0 -73.1 -62.0 -58.9 -56.6 -53.7 - 51.3 50.625 66.7 66.7 66.7 61.6 54.8 51.7 49.0 46.3 44.2 -75.0 -75.0 -75.0 -61.6 -54.8 -51.7 -49.0 -46.3 -44.2 59.000 66.7 66.7 66.7 56.0 46.0 43.0 41.2 39.1 37.4 -75.0 -75.0 -75.0 -56.0 -46.0 -43.0 -41.2 -39.1 -37.4 60.000 66.7 66.7 66.7 55.0 45.1 42.2 40.4 38.3 36.8 -75.0 - 75.0 -75.0 -55.0 - 45.1 -42.2 - 40.4 -38.3 -36.8 61.000 66.7 66.7 66.7 54.2 44.3 41.3 39.5 37.4 36.1 -75.0 -75.0 -75.0 -54.2 -44.3 -41.3 -39.5 -37.4 -36.1 62.000 66.7 66.7 66.7 53.4 43.7 40.5 38.7 36.8 35.5 -75.0 - 75.0 -74.0 -53.4 -43.7 -40.5 - 38.7 -36.8 -35.5 63.000 66.7 66.7 66.7 52.7 43.2 40.0 37.9 36.1 34.8 -75.0 -75.0 -74.0 -52.7 -43.2 -40.0 -37.9 -36.1 -34.8 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 (1/8 "HEAT STRENGTHENED, .090 PVB, 1/8 "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 66.7 66.7 66.7 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 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 44.000 66.7 66.7 66.7 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 50.625 66.7 66.7 66.7 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 59.000 66.7 66.7 66.7 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 -74:8 60.000 66.7 66.7 66.7 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 -73.5 61.000 66.7 66.7 66.7 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 -74.9 -72.2 62.000 66.7 66.7 66.7 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 - 73.5 -70.9 63.000 66.7 66.7 66.7 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 -72.3 -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. /1 l � 1 1L Robe L Clerk, P.E. PE 939712 S'suWral IF I UT ES 1070 TECHNOLOGY MINE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rend Els F.K. Rend 9r WIN Revisions: 12Z29/03 F- UPDATE TABLES 7723/03 F-02RRECT TABLE 3 Tate 44/03 E-400 13/16' WAXES Fit 946/02 TABLES iiMM /MY0 I If : L�r ' i D.B 2/1 6/98 amigo= GLASS TYPE COMPARATIVE ANALYSIS ALUMINUM HORIZONTAL SLIDING WINDOW SoMrjM„d,L• Sooty: Sheet: Peeing No. Ron. HS -710 NTS 2 6 4112 C 1/8" HEAT STRENGTHENED GLASS .090 SAFLEX KEEP /SAFE MAXIMUM A OR DUPONT PVB INTER LAYER / \ 1/8" ANNEALED OR HEAT _ STRENGTHENED GLASS 3/8" AIR SPACE 1/8" HEAT STRENGTHENED -� GLASS ®9ORf2 OUTSIDE 5/16" LAMINATED — 13/16 NOM. f 11 GLAZING DETAILS: 13/16" (.825) I.G. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 1/2 _GLASS BITE rep. INSIDE fj ® 1 /2 " S GLAS fib ■� B INSIDE OUTSIDE 1/8" ANNEALED GLASS - O .090 INNER LAYER ( DUPONT W /BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM) -- 1/8" ANNEALED GLASS P.O. BOX 1529 NOKOMIS. FL 34274 ®1/2° 7 GLASS BRE INSIDE OUTSIDE 13 1/8" HEAT STRENGTHENED GLASS - 1/8" HEAT STRENGTHENED - GLASS Rated 6r: achy R.rblary F.K. 12 29/03 C -RDIOW fl' 28 G SS 1111 Rival 6y: 7 23/03 F-11131 17 SC4LE Reed 6r R1eN.farc F.K. 4 4/03 E ADO 13/16" LG. F.K. 9 6/02 i lfZe t GLASS TYPE Dmwn By: o D.B. 2/ 1 6/98 D..afptt.n: SECTIONS & GLAZING DETAILS S.rb./Mds : Scab: Shush .090 INNER LAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) NOWT RIMED GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS "B„r,"" y , r"" IbsrposseWiaM ' °' ° IS 3 75 NOKOMIS. ALUMINUM HORIZONTAL SLIDING WINDOW FI. FL 34275 Drawing N.. RN: HS -710 NTS 3 of 6 4112 G EXTERIOR MAX. HEIGHT ROUGH OPENING VERTICAL SECTION ROUGH OPENING .500 Max. VENT DAYUGHT OPENING ROUGH OPENING 2.784 Max. WIDTH 2.643 HORIZONTAL SECTION EXTERIOR MAX. DAYUGHT OPENING Wad By: F.K. By: F.K. F.K 4 4 03 Rood . 9 6/02 awn By: D.B. 2/16/98 .705 X 29/03 a 7 23/03 11131 28 WAS nit Revisionv FF- 1I0d1G MIS BIT E-ADD 129 -132 D AOD GLASS TYPE 2.784 -- .500 IfIROMPT BOMB .O «a. moms SECTIONS & GLAZING DETAILS ROUGH OPENING 1070 NOKQWS NO FL 2°5 ALUMINUM HORIZONTAL SLIDING WINDOW P.O. 80X 1529 NOKOMIS. FL 34274 HS -710 NTS 4 of 6 4112 G APPROVED WOOD BUCK 1 1/4" MIN. (SEE NOTE 4.) t' o ©3/16" TAPCON (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING a 3/16 ° TAPCON (SEE NOTE 1) TYPICAL SILL SECTION SUBSTRATE ANCHORING 1/4" MAX. J SHIM APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL HEAD SECTION WOOD ANCHORING A #12 WOOD SCREW APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL SILL SECTION WOOD ANCHORING 1 1/4 MIN. 1/4" MAX.J SHIM #12 WOOD SCREW 1/4 MAX. SHIM 1/4" MIN. 1/4" MAX. SHIM Q3/', 6" TAPCON (SEE NOTE 1) Robert L Clerk, P.E. PE #39712 Structural NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS.11\ 2. REFERENCE TEST REPORT: FTL -1969 & FTL -3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 4. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. APPROVED WOOD BUCK (SEE NOTE 4.) TYPICAL JAMB SECTION SUBSTRATE ANCHORING PRODUCT IISV1M111 • witgl i{ leer /idle Asmara ,.. ► • 2.010 _t r!•� . 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1 1/4 MIN. 1/4" MAX. SHIM #12 WOOD SCREW APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL JAMB SECTION WOOD ANCHORING 12 29/03 rOXONi /12 SOT ReAtionon 7 23/03 F R9 0 J /16 TAAGIONS Doty Revbbra: 41 4/03 E -NO CHG TMs SHT F r 9/ 6/O2 o-TD NOTE'S 3 & 4 Drv.a sy: D.B. 2.6/98 1 1/4" MIN. 0 ANCHORAGE ALUMINUM HORIZONTAL SLIDING WINDOW S.ria/Yod t Saab: Shoat Drawing Na R..^ HS -710 NTS 5 er 6 4112 G 2.784 L -mot f-�- -- .705 .062 --� k-- .737 ()FLANGE FRAME JAMB 6063 -T5 ALUM. 1.057 �-- .678 .050 --I - 5/16" GLAZING BEAD 6063 -T5 ALUM. 1.187 i--- .062 2.074 O FRAME SILL ADAPTER 6063 -T5 ALUM. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 L 1.187 1.403 O FIXED MEETING RAIL 6063HS -T54 ALUM. .062 - I � - .723 .688 -0i T © WIND LOAD ADAPTER 6063 -T5 ALUM. 1.349 I 062 1.183 .062 10 SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. 1.373 .062 1 1.081 O SASH MEETING RAIL 6063HS -T54 ALUM. .062 L 2.710 O FLANGE FRAME HEAD 6063 -T5 ALUM. Robert L Clark P.E. PE R39712 Structural .683 .050 IN 1.097 ® 13/16" GLAZING BEAD 6063-T5 ALUM. 1.187 1.273 1070 TECHNOLOGY ORNE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34.274 Reed Br F.K. Raged Iy: F.K. Obese F.K. Drown By: F.K. .062 1.349 } --o- 1.970 1.291 SASH SIDE RAIL 6063 -T5 ALUM. .062 L 1.122 2.710 -0-I ® FLANGE FRAME SILL 6063 -T5 r ALUM. ad tasv y i ti srro � Awsipme Data: Raviions: 29/03 F RS SHT Zp/03 F-N0 CHG INS SM 34/03 13 /16• BFAD 9/6/02 D -NO CHG THIS SHT i j2/01 EXTRUSION PROFILES 2.094 ALUMINUM HORIZONTAL SLIDING WINDOW Sid , iod•t: Scale: Shoot: proving No. Rev. HS -710 NTS 6 of 6 4112 G ` 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 "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 manufacuuer'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 tk 02 - 0102.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. iMPAeT 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 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. 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. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 03036, dated 3/14/03, signed and sealed by Joseph Chan, P.E. Submitted under NOA# 01- 0629.08 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-1889, dated January 14,1998, signed and sealed by Gilbert Diamond, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1852, dated December 29,1997, signed and sealed by Gilbert Diamond, P.E. E -1 Theodore Berman, P .E. Deputy Director, Product Control Division NOA No 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations, ASTM-E1300-98, and structural analysis, dated 5/9/03, prepared, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02-0828.15 issued to E.I. Dupont DeNemours for "Dupont Butacite" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia for "Saflex HP", dated 5/22/03, expiring on 12/11/05. E. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office. F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FI'L -03036, issued by Fenestration Testing Laboratory, Inc., dated 4/1/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Notice of Acceptance No. 02- 0702.04, issued to PGT Industries Corp., Aluminum Single Hung Window, approved on 07/16/02 and expiring on 11/1/06. 2. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 COMPARATIVE GLASS TYPE: A. 5/16" B. 5/16" C. 13/16" D. 13/16"1.G., ANALYSIS TABLE: LAMINATED (1 /8 "A,.090,1/8 "A) FTL -1889 LAMINATED (1/8 "HS,.090,1 /8"HS) FTL -1889 I.G.,1 /8'HS, 3/8" SPACE 5/16" LAMI (1 /8 "A,.090,1 /8"HS) FTL -3739 1/8 "HS, 3/8" SPACE 5/16 LAMI (1 /8 "HS,.090,1/8 "HS) FTL -3739 WINDOW WIDTH WINDOW HEIGHT 38.375 50.625 63.000 76.000 26.500 A 66.7 - 80.0 66.7 - 80.0 66.7 - 80.0 66.7 -80.0 D,D 66.7 - 80.0 66.7 -80.0 66.7 - 80.0 66.7 -80.0 C 66.7 - 80.0 66.7 - 80.0 66.7 - 80.0 66.7 -80.0 37.000 A 66.7 -80.0 66.7 -80.0 66.7 -69.6 57.2 -57.2 B,D 66.7 - 80.0 66.7 - 80.0 66.7 -80:0 " 66.7 -80.0 C 66.7 - 80.0 66.7 -80.0 66.7 -80.0 66.7 -78.1 53.125 A 66.7 - 80.0 63.4 -83.4 47.9 -47.9 48.3 -48.3 13,13 66.7 - 80.0 66.7 - 80.0 66.7 - 80.0 66.7 -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. • w 1 1 1 0 VENT SIZE; 50 1/2" x 38 1/4" ill 1_ 1 13" ---I MAX. ON CENTER TYP. HEAD & SILL 53 1/8" MAX. WINDOW WIDTH 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 1 8" MAX. AT MTG. RAIL 13 1/8" MAX. 0.C. 6" MAX. 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) LITESOF LAMINATED 1/8' HEAT N PVB INNER LAYER GLASS, 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) LITE OF 1/8" ANNEALED GLASS AND (1) LITE 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 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 (F1L -1889) AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) Ai/ ‘/f/f Robert L Clark, P.E. PE 439712 Strut Ural INDU 1070 TECHNOLOGY DRNE NOKOMIS. FL 34275 P.O. 80X 1529 NOKOMIS. FL 34274 frr F Fey F. . loved By: D.B. D.B. &own TM.: Oafs: 6/3/03 03/26/03 Dew 0/11/01 ` r 8 t 18/98 %9/98 D-ADO MASS 71PE & Rovilolue C- ADD 13/16 I.G. T13, TABLE, EXTR. RoWsions; ELEV ATION & NOTES Neoncr wo d � uvU �Ilrs�l A �I ir! : n r.n re: • ALUMINUM SINGLE HUNG WINDOW s.rn./uaaee SH -701 sus: NTS Sheet: 1 w 5 Drawing No. 4040 .090 INTERLAYER --� SAFLEX BY SOLUTIA OR DUPONT PVB leo 0 1/8" ANNEALED OR HEAT STRENTHENED GLASS 0 1/8" HEAT STRENGTHENED GLASS 3/8" AIR SPACE • O 13/16" NOM. 0 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. GLASS BITE 13/16" LAMI I.G. GLAZING DETAILS 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS - 5/16" LAMINATED \ ©(�71Tra�7 TJ! I� 6063 T5‘CliffEi 10 11 12 13 M NG RAIL Alum. 6063H5 —T5 SASH TOP RAIL (Alum. 6063HS —T54) SASH BOTTOM RAIL (Alum. 6063 -75) SASH SIDE RAIL (Num. 6063 —T5) GLAZING WAD (Alum. 6063 -15) WEATHMSTRIP — VINYL BULB a . 4006C 612230 612231 6534571 6TP247K 7 CO ( W/DUPONT BY SOLUTIA INTERLAYER 6 x .Y15 PHIL 658PFM PN. HD. SWEEP LATCH x .625 PHIL FLT. HD. 2 8 8 1 • -r Glazin. Bead INDALEX ALUMAX ALUM ALUMAX TEAM PLASTICS N G H.P.G. H.P.G. FASTENERS MINIATURE DIE CASTING • 62899C ' INTERLAYER YER HIMEERESOilig mobs 30 rom •ot. ndload ter Screws om Rail IIMIN.WW •11;e IAa ri ;>.AM:. :ARAW fi��iili. �= i�1. :�iP•u��P� ©[ii�3�];�fi('i>�L�I- 1 2 1 par each balance) 2 1 0 each frame • mb .C1•LU?1J141,1 ra - 'amts '_*.•011 0 ®if 3�Q3�ib�1 t_OIyMIAIllr � I1I7! ' 1t►Tn;`n� 10. 24 25 26 S EEN BALANCE COVER BALANCE WSTP. .270 x . 0 BACK, Fl SEAL SASH FACE GUIDE 416 x .500 PHIL FLT. HD. STOP Alum. 6063 -15 8 x 1.000 PHL `. . SMS SEAM SEALER 71087 5X12FPAW 812244 78X1PPA 6%155 vent lambs & ven pPre 1 /vent iamb. 2.5" from bat.) sash face • ulde screws) in WYBORG GALDWELL TECH. \PGT IV. CHERER IND. PROD. SCHNEE MOREHEAD ROTOTYPE ITEM 11 111i1L' F�iI :111 1060 IW • E� ► L� •T;>•3• IZjla� :1 p (•luir.1:DI1♦II■1 7SP 11441( l - 1 - C 1 7 1 l C � . ? • M I Crr �nlia� 13 16 LAMI I.C. GLASS 1 8 S & 5 16 LAMI W 3 8 AIR SPACE `GT 3 Robert L Clerk P.E. PE 139712 Sbudurel DESCRIPTION t T IN ES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 V.T. Tiffin Swiw/Yod l: SH -701 QTY. So*: NTS LOCATION a froarap i1b/�db Si AftwIsms Sigholm 0 1 rr_►: 11111.7.11.. 6/3/03 0,3/26/03 10 11/01 8 18/98 erobiane 0-ADO PASS 111 118136 C —ADD 130 -135 ABLE, D(TR. D.B. Drown 2/9/98 PARTS LIST & GLAZING OPTIONS ALUMINUM SINGLE HUNG WINDOW Shoot: 2 or 5 VENDOR VENDOR # Drawing No. 4040 AF -12225 AF— 26 AF -12227 6 64006 AF -12230 AF - 12231 AF- 534571 TP -247 899 TP -2 STAVE 675166 AF -1 44 5115504 840 5/16" LAMI — (1) IITE OF 1/8" A GLASS & (11 IITF OF HS GLASS W/ .090 SOLUTIA OR DUPONT PV8 INNER LAYER .214.XX G 64009 76.000 MAX. HEIGHT .737 INACTIV .655 EXTERIOR ROUGH OPENING 2.784 2.784 ROUGH OPENING L .500 34.500 DAYLIGHT OPENING ovivA ACTIVL 2.330 34.500 DAYUGHT OPENING VERTICAL SECTION INTERIOR REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 OPTIONAL Robert L park P.E. PE 1139712 Strudurd EXTERIOR INTERIOR 53.125 MAX. WIDTH 49.625 DAYUGHT OPENING 48.250 DAYUGHT OPENING HORIZONTAL SECTION 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1702: Araglrao r)n.' -. 0) F.K. Dots: RMions: 6/3/03 D—N10 CLASS 1WE ITEM 36 F.K. 03/26/03 C ADD 130 -135 D ot,. 11/01 TB, TABLE, EXTR. RMSimia . 10 T D 9 18/98 R. 7 1 2.' ES D. 2/9/98 Description: SECTIONS ALUMINUM SINGLE HUNG WINDOW SwinAlludN: Sooty: Shoat Drawing No. Rev: SH -701 NTS 3 of 5 4040 0 1 x WOOD • • • •y BUCK .. • • TYP. HEAD TYP. SILL • • ° - a 1.250 .250 MAX. 1/4 TAPCON 1.500 .250 MAX. 2 x WOOD BUCK 1/4 TAPCON #12 PANHEAD REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 • P o • ' . ° • p o •. • • • • v . • • • ' TYP. HEAD TYP. SILL .250 MAX. #12 PANHEAD 1.500 .250 MAX. 2 x WOOD BUCK 50 1/4 TAPCON Robert L Clerk P.E. PE #39712 8tucturel -71 .250 MAX. TYP. JAMB I I T INDU ES 1070 TECHNOLOGY ORNE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 —I 1.250 � 1.250 • 1 x WOOD BUCK MIODU TUEVNIs -_ CO Aw�e' i MMa � wrr. F I 6/3/03 Ren e °/18/98 Drown By: Boer D.B. 2/9/98 ANC HORAGE Mk: SerNs /Hoch: SH -701 #12 PANHEAD Soho: NTS TYP. JAMB ihreadono: .250 MAX. 03/26/03 C N 0 CHG THIS SHT 10 /11/01 TB AB LE, EXTR. n.rarrre: D - CHG THIS SHT Sent; 5 of 5 a ALUMINUM SINGLE HUNG WINDOW Orowtn No. 4040 2 x WOOD BUCK A, .737 1.187 r +— 2.784 r .062 1 O ALUM. 6063 —T5 2.274 .062 1.707 O ALUM. 6063HS —T54 .490 f .062 J .705 ALUM. 6063 —T5 REFERENCE TEST REPORTS:.FTL -1889 & FTL -3739 .655 1 -.-I 1.350 `F- © ALUM. 6063 —T5 4 � 1.019 .791 ALUM. 6063 —T5 .062 .062 2.784 O ALUM. 6063 —T5 L I 2.330 .413 —0-1 r- O ALUM. 6063 —T5 p�� Robert L Clark, P.E. PE 539712 Structural .062 2.710 1.123 1-.— O ALUM. 6063 —T5 1.523 - 1.023 1 DUSTRI 1070 TECHNOLOGY DRIVE NOKOMIS, Fl. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 D 8. o 8 a / � 18/98 'St z EXTRUSIONS RoHoIonto ® ALUM. 6063HS —T54 193 .683 1.097 F K eeyy . 6/3/03 p NO CHG 77115 SHT F K. %26/03 C-ADD 130,33 CHG 14,5 F.K. 0 11/01 AB LE, EXTR. A'IO oucr al*NaD =Eh OS NMI Aw0fWmas • 0, 4119111 ® ALUM. 6063 —T5 OD ALUM. 6063 —T5 ALUMINUM SINGLE HUNG WINDOW Srrks/Alod.I: Scale: Sheet daring No. Rev: SH -701 NTS 4 e 5 4040 0 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ou FREIJeI4 - DR " IMPACT' 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 (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 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 # 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. NOA No 02 -0701.12 Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page 1 X X X 13" MAX. ON CENTER MP. HEAD & SILL SEALANT ON FRAME CORNERS & PANEL CORNERS 7 1/2' 95.750 WAX 71.750 ' 1.1 GLAZING: .401 /464 LAMINATED W/INTERLAYER (MONSANTO 01? DUPONT) 2. CONFIGURATIONS: X, XX 7 1/2' 3. DESIGN PRESSURE RATING: 3a) .464 LAM.: +75 P.S.F. —75 P.S.F. 3L+) .401 LAM.: +60 P.S.f —60 P.S.F. 4.) ANCHORS: 1 l •. F\l ,.......... _ ... _ ....... 1 5 l /2' 7 l/2" FROM CORNERS (HEAD do SILL) //41,411, \ \ . — 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 / \ — ___t.. 6.) REFERENCE TEST REPORT: FTL -2241 / \ 7.) FOR LOCKING ASSEMBLY OPTION — SEE SHEET 3 OF 4 / \ / \ / \ / \ / \ 2 POINT / LOCK \*.`", OPTION \ 1/ 1 —1‘^t/ 7 1 / 2 ' f� ►+ " J MAX. ON CENTER TYP. HEAD & SILL Robert L Clark, P.E. P.E. #39712 Structural / / / / 7 1 /2' / Revisions: D) added 2pt. lock info Material: Revd Ely: tc O 11/17/DO Drawn By: D.B. �7YP. MAX. 1 5 1/2" SEALANT ON FRAME CORNERS & PANEL CORNERS CRkd By: (Dote: Dat 2/16/98 loitommlitianlidst FroeAne t 64 Waal .Da Oscine: .003 h, t 1' SWD -101 tk.ecr(eEion: POT ND: LARGE MISSLE IMPACT DOORS 1070 Technology Dr. Nokomis, FI. 34275 Trench Door — X, XX VENDOR ND: Scda: 1x PRODUCT REVISED ab comb* via the NM& IMO.' Cede Acceptor 2rO70f.1 A rpriPey /wilt Cowl PRODUCT RENEWED AccErrn1ia Bto. a ti_ G y 1 EXPIRATION DATE MOIRA C 1Z 200 I3Y sa,5 VlWlX T orxrTTNt. vu low CORDING CODE GOMMIONC6 OFFICE Shea 1 at4 INDUSTRIES Dradrq No. 971 95.750 93.625 EXTERIOR ROUGH - OPENING 1.272 4.000 ROUGH OPENING SEE SHEET 3 FOR ANCHORS 3.000 1 1.750 4.000 1 - 1 — 3.000 --I MAX SHIM .250 :PACE 1.479 VERTICAL SECTION INTERIOR 34.625 TYP. BOTH PANELS ACTIVE PANEL 25" DAYLIGHT OPENING HORIZONTAL SECTION NTERIOR 1.750 INACTIVE PANE!, ROUGH OPENING 1.480 laimmeailtganlintet 1070 Technology Dr. Nokomis, Fl. Awls: °OD 34275 s""°' INDUSTRIES SWD -10 1 —10 Description: French Door — Elevat'ons . - PGT NOE VENDOR N� Scale: Sheet: r No. 2.4 971 O Ql IA. r t j' 1/8 ANN. .090 1 , 3 /16 ANN. -+{ 3/16 ANN. .090 I 3/16 ANN. • o If k Al .III p r o If I• I I ® r tit 1 _ 1.489 _ L �) •. l ' 11 1.489 L - _ L - MAX H +E �2 S IM I 3.000 lit r 8 SPACE .401' 1411. W./MONSANTO J.000 ----.1 SPACE SAFLEX PVB INTFRLAYER .464' LAM. W/MONSANTO SAFLEX PVR INTTRLAY(8 AR .401' 1 AY W/MIPONT BIITAI ITF INTFRLAYE8 OR .464' LAM. W/DUPI NT BUTALITE INTERLAYER SEE N101t 3 ON SHEEL.1 SEE 1Md ON SHEET 1 OESIGN PRESSURE RATING: tip pat, 0E510N PRESSURE RATING: f75 psf 1 , ilearvave IM 2 I. 72 SY PRODUC ' RENEWED 01-041 3 POINT LOCK ASSY, 2 POINT LOCK ASSY, EXPIRATION MOT N0F14eEIt O . DUIIIZJX(! m 0 0 L Is t 'D\ ZI O () Rolston:: ►�e.� 1070 Technology Or. 911 Nokomis, Fl. 34275 0) added 2 pt. lock info p L � ' r ^ i t I. •:: 16A1441// ncn .- \ -\ /t� /( 'l " a�d�` 1/64 .r oe '! INDUSTRIES o f Motel, ,n; �o��c 1/ � �' 11/77/00 French Door — Ex loded /Glazing rata: POT Net 3 014 9 71 D Robert L Clark, ?vow, E. #'i9712 ere D.B. ° 2/16/98 i • d LOW MICX 111.11111 --T TAPCON ® TYP. HEAD TYP. S11.1. 2 x WOOD BUCK 112 @ TYP. HEAD 1/44TAPCOV 1 Ids] MIN. 20 1-- W4 TYP. JAMB W000 BUCK RAM CR. COVER STRIK PLATE 10x.62 FLT. HD. PHIL 10x1 2 FLT. HD. PHIL TCP BOTT. SLIDE BOLT LOCK 41722W 7955X • Fil7L7W girfAy MILV7ffei41111A1MIMINE11111111Wa 4 SCR. FLT. HD. PHIL 1034A 64/4 FLT. HD. PHIL. . 0 x 90 0 IV .375 x .190 OLON .3 POINT LOCK ASSY. LOCK ACTIVE 4UBLOK 634F 6 200K ET422TAIICAr FD3PTAY 7 P 6 hinge - hinge-door iamb 5/hinge &hinge-frame iamb to bot. •f I o i. 3 1 lock 6 lock support ossy.) 5 1 astra • als fr. 'ambs & head IT1177=1,117=11FCCMINICI611 • c P. PGT INDUSTRIES HARLOC r.h. astragal O r.h. astra al [Mr MERCHANTS FAS NER MERCHANTS FASTENER . 4 • • PGT INDUSTRI FASTEC INDUSTRIAL SCHLEGEL CORP. 71058FP 710X12PPW 41720 # -11; EarlssaliArVil 7612FW [SW slide bolt locks rmK2aRirft DUSTRIAL 7BLTIP • ALUMAX FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL FAS INDUSTRIAL PGT INDU TRIES CAA/CORP IGa1111011147/fil*M11111•1 M - FASTENER 911110 ITE DESCRIPTION 1 DOOR HEAD/SILL • 2 DOOR JAMB (HINGED) 3 DOOR ASTRAGAL 4 .250 x .187 FINSEAL STRIP 5 DOOR W-STRIP CHANNEL 6 FRAME JAMB 7 FRAME HEAD 8 GLAZING BEAD ROLL FORM 9 OLITSWING THRESHOLD 10 5/16x18 THREADED ROD 11 TRUSS CLAMP 12 5/16x1/16 TRUSS WASHER 13 5 16x18 TRU S NUT 14 15 17 19 20 21 24 25 26 27 29 .30 14/ #;7 Robert L Clark, P.E. P.E. #39712 Structural 1 32 33 34 UC 35 12 Ph. Om SMS 36 1/4" TAPCQN 37 .401 LAM. W/DUPONT DEAD-BOLT 4 NE LOC W MONSANTO UPO 39 .454 . W MOISANTO 40 2 POINT LOC ASSY. 41 x .75 Ph. FL Tek 7834FPT Wald= D) added 2 pt. lock info Mote** Raved By: rats: 0.9. 11/17/00 Drawn By: D.B. Chkd raw D2t. /16/98 V.T. # QTY./DESCRIPTION VENDOR VENDOR # 60375 ALUMAX AF-10375 60376 ALUMAX AF-10376 60377 ALUMAX AF-10377 67924G 8 (2/each door too & bot. roil) SCHLEGEL CORP. FSZ924-187 60379 ALUMAX AF-10379 60380 ALUMAX AF-10380 60411 ALUMAX AF-12376 AF-12375 65170 61069M 6TRODA 60378M 7WASHA 7JNUTA 62899C 4 1/ oor ton & bot. roil) 8 2/ea. door top & bot. rail 8 2 ea. door top & bot. roll 8 2 eo. door to. & bot. rail O r.h .101100001-Boballatet flucw band .61 Dadad .0•0 MON: A SaINAModal: SWD-101 Doscrption: PGT NO: astro 1 (0 r.h. astragal) a 0; HARL•._ . • DOW CORNING 899 NO: 1070 Technology Dr. Nokomis, 34275 H.P.G. 11 H.P.G. PGT INDUSTRIES SPENCER PRODUCTS French Door — Anchorage/B.O.M. PoW OrmthvAb. 40 971 AF-10378 41 22W 4 720 4UBLOK •200X190 0 x • F0.3FrAv 820 PRODUCT REVISED PRODUCT RZNVOrdErt •: . i • . a esuPlrili rith the Florid. Rift Dade , % i Nagamet:tMe AccErrAuct pk..6%-0 ll. 04 4 Ihoinalsa A 0 Exrtsrgicar Dart Nove,440_2212001, Mr PaIlles4147 IN 1 SL Min MWOUCT 'CI MKE , • .. INDUSTRIES Rot