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WS-07-616
Inspection Date: 05/31/2007 Inspector: Grande, Claudio Owner: JOHNSON, STEVEN Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 145 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: UNITY WINDOWS, INC. Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060132740 Lot: Phone: (305)261 -2223 Building Department Comments REPLACE WINDOWS 31 AND 2 DOORS JUN 012001 <II3r(Lri- Passed Oi Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, May 30, 2007 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simp Owner's Address 5 City Tenant/Lessee Name 0410.9.101z,:. Oil • • mm MAR 2 2007 ,d.4( Permit No. CN� °( I Master Permit No. uilding ' ' Electrical Plumbing Mechanical Roofing e Titleholder) 'AV OA JO1 t\hO14 Phone # 14-C . ettS s( State t✓+ Zip Phone # Job Address (where the work is being done) City Miami Shres Village FOLIO / PARCEL # t.1 ect County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Contractor's 'Address T City O \ �i \ uNi��c woN�wl S Qualifier Name VI State t- L. Li QL rz Phone # 1 V t6 I /Ai 1 Zip t4 Phone # 3OS 261 Z° `l 1 State Certificate or Registration No. Certificate of Competency No. V Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 3 e?'" Square / Linear Footage Of Work: Type of Work: ❑Addition ['Alteration ONew Describe Work: 1Repair/Replace 0 Demolition 51 Ck' ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ � ° CCF $ IMO CO /CC Notary $ Training/Education Fee $ 4 CO Technology Fee $ ll..! .15 Scanning $ 30 " Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ ,,�( �Q(] Structural Review. $ Total Fee Now Due $ 48q- See Reverse side' -, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature / . , Signature lr Own-' or A_`ent ontractor The foregoing instrument was acknowledged before me this L The The foregoing instrument was acknowledged before me this day of I\R�c , 20 ®7, by 5�4� J .S� 5o� , day of /f/ i� , 20 07, by NHS ROA ' who is personally known to me or who has produced (who is personally known to ma r ho has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commissi as identification and who did take an oath. 4 Notary Public State of Florida Eileen Sammons My Commission DD397159 xpires 02/16/2009 • My Commission D0391 ia9 4 APPLICATION APPROVED BY: {Revised 02/08/06) NOTARY PUBLIC: Sign: Print: Auras ADA •loon, 'ubiic State of Florida ' 4Y • eh•, R6•' nor L3u1ossion DD390902 Apes 01130/2009 My Comais ,o�r 114,_ Notary Public State of Florida e;>ti*tifG�itPtrj* * * ** * * * ** ** * *** * * *** My Commission D0390902 Expires 01/30/2009 ) Plans Examiner Engineer Zoning 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal description of property and street address: 1 `-kc I l° V . \ S 5 CFN 2007R0323224 OR Bk 25491 Ps 4030i ilasi RECORDED 03/29/2007 12:57:22 HARVEY R:UVIth CLERK OF COURT MIAMI -DARE COUNTY' FLORIDA LAST PAGE r l M\ St\cc S uluJ\6 FL NtO ` 2. Description of improvement: ‘ h P t4 loo R._ 3. Owner (s) name and address: �` (AC 1A. C c sk r' 7j S1\OQkT Vt1kAbv, Interest in property: O lVR. Name and address of fee simple titleeholder. 4. Contractor's name and address: U 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond: $ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: Name and address: 8.In addition to himself, Owner designates the olll person (s) to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b) 7., Florida Statutes: Name and address: kII 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) / .1-66//h1 / J 011i)01 .2 4 day of120 Q� Si g: o f er Print Owner's Name Sworn to and at� before me Notary Public Print Notary's Name My Commission Exp otary ' ub : to of Flo Eileen My r.n rn i n Q7rse Expires 02/1$12009 Prepared by: 1E1 % c1 k-1 j�Ob7 SUU 4S Address: I t k \) L. T31`4 y era • •. • • • • • • ••• • • • ••• • • • • •• •• • • • • • • • • • • ••• • • • • • . • • • ••• • • • • ••• DESIGN WIND PRESSURE CALCULATIONS • ••• • • • • • • • ••• • • •. • • . . • • • • • • • • • . . . • • • • • • • • • • • • • • :•• • •• • • • CUSTOMER COMPAN'' • NAME: .. • • • • • • • UNITY WINDOWS • . • . ••: 7062 S.W. 4th St. MIAMI, FLORIDA 33144 PHONE: (305) 261-2223 PROJECT: Windows and Doors Installation at: 145 N.E. 95TH STREET MIAMI SHORES, FLORIDA JORGE LLAMA, P.E. # 60156 ABRADRIAN ENGINEERING, LC. 10010 S.W. 23 Tr. MIAMI, FLORIDA 33165 TEL: (305) 992 -3048 3/13/2007 • • ••• • • 0•••• • • • • •• •. ";• • DESING WIND PRESSURE CAL(UL�►TI )N6:1SC! 702 Client: UNITY WINDOWS. 7062 S.W. 4th St.. MIAMI, FLORIDA 33144 Job: 145 N.E. 95TH STREET. MIAMI SHORES, FLORIDA , •. • •: • • • • •, • . • • Design Pressures have been determined in accordance with ASCE•T 02 •• sedan th'e fallo�a4ng criteria: Building Category: II •' • • • • ng eg ry: Exposure Category: C Building Mean Roof Height (Ht): 22.0 ft. • " • • • • • ••• . • Minimum Building Width: 30.0 ft. • "' • • • • • • • • • Roof Slope: 4 :12 18.4 •' mg: :.. • .. • • Basic Wind Speed (V): 146 mph Kz: 0.92 Kd: 1 I: 1 Design Velocityy Pressure; q: 0.00256 • Kz • Kzt • Kd • V2 • I q: 50.21 psf Internal Pressure Coefficient; Gcpi: t 0.18 Design Pressure; P: q [(Gcp) t (Gcpi)] Notes: 1. Wind load calculations are based upon a mean roof height and tributary area as noted. Contractor shall verify mean roof height in field and notify if higher than noted. 2. *END Zones* pressure are applicable to openings that are within: 3.00 ft. of building corners. Mk Description Width (inches) Height (Inches) Trib.Area (Sq.Ft.) Zone Conf. GCp Design Press.(psf) Max Min Positive Negative CA1 CASEMENT WINDOW 39 51 13.81 4 0 0.98 -1.08 58.01 -63.03 CA2 CASEMENT WINDOW 37 63 16.18 4 0 0.96 -1.06 57.40 42.42 CA2a CASEMENT WINDOW 37 63 16.18 5 0 0.96 -1.33 57.40 *49.03 CA3 CASEMENT WINDOW 37 63 16.18 4 X 0.96 -1.06 57.40 42.42 CA3a CASEMENT WINDOW 37 63 16.18 5 X 0.96 -1.33 57.40 *49.03 CA4 CASEMENT WINDOW 72 3/4 63 15.91 4 XX 0.96 -1.06 57.46 42.48 CA4a CASEMENT WINDOW 72 3/4 63 15.91 5 XX 0.96 -1.33 57.46 *49.12 CA5 CASEMENT WINDOW 181/2 381/4 4.91 4 X 1.00 -1.10 59.25 -64.27 CA6 CASEMENT WINDOW 181/2 38 4.88 4 X 1.00 -1.10 59.25 -64.27 CA7 CASEMENT WINDOW 181/2 371/2 4.81 4 X 1.00 -1.10 59.25 -64.27 PW1 PICTURE WINDOW 39 191/2 4.14 4 0 1.00 -1.10 59.25 -64.27 PW2a PICTURE WINDOW 53 39 14.35 5 0 0.97 -1.34 57.86 -76.55 PW3a PICTURE WINDOW 53 28 3/4 8.48 5 0 1.00 -1.40 59.25 -79.34 FD1 FRENCH DOOR 371/8 851/2 22.04 4 X 0.94 - 1.04 56.21 -61.23 *Recalculated considering 50% is in zone 4 and 50% is in zone 5 Page 1 of 1 MIAM COUNTY BUILDING CODE COMPLIANCE 0 PRODUCT CONTROL DIVISION NOTICE OF ACCEPT 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 AM 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 FD -101 Outswing Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites ", sheets 1 through 9 of 9, prepared by PGT Industries, dated 7 -12 -99 and last revised on 09- 27-06, 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 none 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 ORiciaL This NOA revises NOA # 02- 0927.13 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda • • •• •• • '•' •' • • • •• ... • • • • • • ••• • • • • • • ••• • • • • • • ••• • • • • • • • • • • • • . • • • • ••• • • • • • PADB COUNTY, FLORIDA • • Mt:RO -I:AEE FHAGLER BUILDING • • 140'WE ALAGI,ER'rREET,'SU1TE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • • • • • • • ; ; • : oraht►.h►flhlingcodeonline.c om • • • •• • • • • • ••• •• 1.LP� bo\� NOA No. 06- 0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 Page 1 36 1/8" MAX. 33 3/8" MAX. DLO • • ..• • • • •.• •• •• • • • •• of • . • o • • • • • • • • • • • ••• • • •• • \ i • • • • • ••• • • ••• .• .. • • • •. •• • A'i' We. W. X • • • • • • • • • • • • • • • • • • • • • • 25" Mt • • •• "x'25" MAX. _•� DLO DLO 36 1/8" MAX. 33 3/8" MAX. DLO 13 1/4" HINGE LOC. TYP. 96" MAX. 85" 1/8" MAX. DLO TYP. 96" MAX SLIDE BOLT ITEM 21 \ (INACTIVE) TOP & BOT. ® 2 POINT K 41PTlON ITEM (ACTIVE) LARGE MISSILE IMPACT DOORS 1.) GLAZING OPTIONS: (SEE SHEET 4 FOR GLAZING DETAILS) OPTION 1 - .402 (3/8 ") LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 1/8" ANNEALED) OPTION 2 - .402 (3/8 ") LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 1/8" HEAT STRENGTHENED) OPTION 3 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 3/16" ANNEALED) OPTION 4 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 3/16" HEAT STRENGTHENED) 2.) DESIGN PRESSURE RATING: (SEE TABLES SHEET 3) 3.) ANCHORAGE: THE 33 1/3X STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHOR SPACING SEE NOTES 6 AND 7, SHEET 3. 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCES: TEST REPORTS FTL -2067, 2241 AND FTL -2612 ® ELCO TEXTRON NOA 04- 0721.01 AND 03- 02255.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION 6.) SEALANT TO BE APPLIED AROUND THE FRAME CORNER & PANEL CORNER SEAM, 7.) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8.) CONFGURATIONS: OXXO, OXO, QX. Q. XX, X AND 0 ASTRAGAL INTERSECTION (SEE NOTE 6 & CLUSTER ® DETAILS A, 8, E & F, SHEET 3) HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS CENTERLINE HINGE LOC. TYP. 13 1/4" HINGE LOC. 7Y P. Oxo • • 3� •Va" C. •• • • • • ;3Z 1/2" MAX. • • • • • • • •• • • .• • • • • • • • • 13 3/8" MAX. DLO . . 2 POINT LOCK OPTION A ITEM 41 (ACTIVE) II II II II 36 1/8" MAX. 33 3/8" MAX. DLO 21" MAX O.C. CONCRETE 13 1/2" MAX. 0.C. WOOD TYPICAL ALL CONFIG. OXXO &Q.XQ 6 1/2" MAX -I�- 13 1/2" MAX. D.C. DOOR- SIDELITE INTERSECTION (NOTE 6 & CLUSTER DETAILS, C, D, G & H, SHEET 3) ANCHORAGE CONDITION HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS Robert L. Clark, P.E. P #39712 Structural Roved By F.K. Roved By: F.K. Drown By: D.B. Date: 7/15/06 Dote: 9/22/06 Dote: 7/12/99 Revwslons: E ADO CONFIG. REVISE ANCHORAGE Revisions:F.- -ADD FTL -2612 & MISC. MARKED CHANGES or a�eK.dl- a1,07. tie.,_4/3,:--2 wry Dade llhrdie� Description: ELEVATIONS OXXO & OX0 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM FRENCH DOOR W/ SIDELITES . Series /Model: Scale: Sheet: Drawing No. Rev: 1 FD -101 NTS 1 of 9 972 F 9 XX • • ••• • • • ••• •••• • • • •.. .• • • • • • . • . • • • • • • • • • ••• • • • • • • • ••• 71 3/4" MAX • • • • • • • • • • • •. • 25" MAX. —'j DLO II • • • • • • 25 "•MAX.• ••• DLO --i 0 • • ••• • . • • • •• • • • • • ••• •• • •• • • • •• ••: •• �•S 114' 3 1/4" • :AGE cat. • •/W. CENTERLINE HINGE LOCATION TYP. 13 1/4" HINGE LOC. TYP. ASTRAGAL INTERSECTION (SEE NOTE 6 & CLUSTER DETAILS A, B, E & F, SHEET 3) HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS 85 1/8" MAX. DLO 33 3/8" MAX. — 36 1/8" OW MAX. WIDTH O m ® 21" MAX. 0.C. CONCRETE 13 1/2" MAX. O.C. WOOD 96" MAX. HEIGHT 37 1/2" MAX. 25" MAX. DLO 85 1/8" MAX. DLO TYP. 96" MAX. II 11 II II I = C II II1 II II \ ..1 \` /\ / \ 2 POINT LOCK 401PTION �(ACTIVE) DEAD-BOLT / ITEM 32 / 11, L • ••• • It 85 MAX DLO TYP. 6" 1/8" I ACTIVE I rj I II I I i I NA'ef l\k • i / i ' / I / DEAD -BOLT ! ITEM 32 \ \, \ SLIDE BOLT ITEM (INACTIVE) \ TOP & BOT. \ ® 2 POINT LOCK 41PnoN (ACTIVE) 1 / / / / - - i I I I I I M I I , I 0 • • ••• • . • • • •• • • • • • ••• •• • •• • • • •• ••: •• �•S 114' 3 1/4" • :AGE cat. • •/W. CENTERLINE HINGE LOCATION TYP. 13 1/4" HINGE LOC. TYP. ASTRAGAL INTERSECTION (SEE NOTE 6 & CLUSTER DETAILS A, B, E & F, SHEET 3) HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS 85 1/8" MAX. DLO 33 3/8" MAX. — 36 1/8" OW MAX. WIDTH O m ® 21" MAX. 0.C. CONCRETE 13 1/2" MAX. O.C. WOOD 96" MAX. HEIGHT 37 1/2" MAX. 25" MAX. DLO 85 1/8" MAX. DLO TYP. 96" MAX. • • • • •• •• ••• •• ••, •• • • • • • ..• • • . .• • •• • . • ••. • • • • • • • • .1 • • • • • • • •• • • ••• 41.0 3 • % 1/2" MAX. • •• • • • • 25" MAX. DLO X D OR O (XO SHOWN) 36 1/8" MAX. ---� 33 3/8" MAX. DLO 1 13 1/2" MAX. O.C. WOOD OR CONCRETE 85 1/8" MAX DLO TYP. 6 1/2" MAX. 13 1/2" MAX. O.C. 13 1/2" MAX. O.C. 6" MAX. 6" MAX. 96" MAtACTVE) ® 21" MAX O.C. CONCRETE 13 1/2" MAX. O.C. WOOD 6" MAX. 6 1/2" MAX. -4- 13 1/2" MAX. O.C. DOOR - SIDELITE INTERSECTION (NOTE 6 & CLUSTER DETAILS, C, D, G & H, SHEET 3) ANCHORAGE CONDITION HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS 7 6t' Robert L. Clark, P.E. PE #39712 Structural IND Revsd 8y: F.K. Rend By: F.K. Drawn Ely: as Date: 7 15/06 Da e: 9/22/06 Da e: 7 12/99 Revisions: E -NEW SHT. ADD XX, X, X0, OX, 0 Revisions: F— REVISE ANCHORAGE MOM MUM ==w11111 be-MI6 4-5zate- lbilirados Shaw Description: ELEVATIONS — XX, X X0, OX AND 0 1070 TECHNOLOGY DRIVE NOKOMIS, FL 54275 P.O. BOX 1529 NOKOMIS, FL 34274 T7tie: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: Scale: Sheet: Drawing No. Rev FD -101 NTS 2 of 9 972 F II 11 II II I = C II II1 II II \ ..1 \` /\ / \ 2 POINT LOCK 401PTION �(ACTIVE) DEAD-BOLT / ITEM 32 / 11, • • • • •• •• ••• •• ••, •• • • • • • ..• • • . .• • •• • . • ••. • • • • • • • • .1 • • • • • • • •• • • ••• 41.0 3 • % 1/2" MAX. • •• • • • • 25" MAX. DLO X D OR O (XO SHOWN) 36 1/8" MAX. ---� 33 3/8" MAX. DLO 1 13 1/2" MAX. O.C. WOOD OR CONCRETE 85 1/8" MAX DLO TYP. 6 1/2" MAX. 13 1/2" MAX. O.C. 13 1/2" MAX. O.C. 6" MAX. 6" MAX. 96" MAtACTVE) ® 21" MAX O.C. CONCRETE 13 1/2" MAX. O.C. WOOD 6" MAX. 6 1/2" MAX. -4- 13 1/2" MAX. O.C. DOOR - SIDELITE INTERSECTION (NOTE 6 & CLUSTER DETAILS, C, D, G & H, SHEET 3) ANCHORAGE CONDITION HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS 7 6t' Robert L. Clark, P.E. PE #39712 Structural IND Revsd 8y: F.K. Rend By: F.K. Drawn Ely: as Date: 7 15/06 Da e: 9/22/06 Da e: 7 12/99 Revisions: E -NEW SHT. ADD XX, X, X0, OX, 0 Revisions: F— REVISE ANCHORAGE MOM MUM ==w11111 be-MI6 4-5zate- lbilirados Shaw Description: ELEVATIONS — XX, X X0, OX AND 0 1070 TECHNOLOGY DRIVE NOKOMIS, FL 54275 P.O. BOX 1529 NOKOMIS, FL 34274 T7tie: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: Scale: Sheet: Drawing No. Rev FD -101 NTS 2 of 9 972 F • • .•• • • • ••• =• •• • • • •• •• • - - • ••• • • ; COMPARATIVE ANALYSIS TABLE 1. - GLASS OPT1041•• : I' : .1 •:. 3/8" LAMI (3/16" HEAT STRENGTHENED .090 PVI3 1/.8" ANNEALED) ANALYSIS (3/16" HEAT (3/16" HEAT (3/16" HEAT EI S TS • •. :: .• . • • , . CONFIG. CONFIG. WIDTH 79.750 83.750 ''' '91.750e ' 95.750 0 30.000 +75.0 -75.0 +75.01-75.0 +75•0 -Z5.4 +745.0;75.9. +75.0 -75.0 33.000 +75.0 -75.0 +75.0' -75.0 +7t:0 5 0 ( +F •- -74 ..E. +71.91 -71.9 +64.4 i -84.4 +75.01-75.0 +75.01-75.0 36.125 +75.0 -75.0 +75.0 -75.0 +r1.5 4175 46T.8 6$ 71.6 X 37.500 +75.0 -75.0 +75.0; -75.0 +75.0.75.0 +75.0 -75.0 XX 71.750 +75.0 -75.0 +75.0 -75.0 +75.0 ) -75.0; +75.0 -75.0 OX, XO, OXO, OXXO DESIGN PRESSURE = WIDTH DP OF ABOVE SIDELITE COMPARATIVE 3/8" LAMI 7/16" LAMI 7/16" LAM! CONFIG. ANALYSIS (3/16" HEAT (3/16" HEAT (3/16" HEAT TABLE 2. - GLASS OPTIONS 2, 3 AND 4 STRENGTHENED .090 PVB 1/8" HEAT STRENGTHENED) STRENGTHENED .090 PVB 3/16" ANNEALED) STRENGTHENED .090 PVB 3/18" HEAT STRENGTHENED) HEIGHTS WIDTH 79.750 83.750 87.750 91.750 95.750 0 36.125 +75.0 -75.0 +75.0 ' -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 X 37.500 +75.0 -75.0 +75.01 -75.0 +75.0 -75.0 +75.0' -75.0 +75.0 f -75.0 )0( 71.750 +75.0 -75.0 +75.01-75.0 +75.0 I -75.0 +75.0 -75.0 +75.0 -75.0 OX, X0, OXO, 0)000 DP (ALL HEIGHTS TO 95.750) +75.0 -75.0 4" MAX.,--1-4-1- 4" MAX. 8" MAX. NOTES: • • • • • • • 1.) NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. 2.) POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND Gl,�1SS ;TABLES. ASTM E 1300 -02. 3.) GENERAL: DAY LIGHT OPENING (DLO) HEIGHT = DO 2 HEIGHT •i4 7/�8 ". •. SIDELITE DLO WIDTH = SIDEUTE VilDtH•'-2 344 ". ; • DOOR PANEL DLO WIDTH = PANEC WIIrTTH 12 +0°. • • 4.) THE DP FOR �Q, ( , Q AND OXXO DOORS EQUALS THE DESIGN PRESSURE FOR THE LARGEST SIDELITE (Q) COMPONENT. 5.) Q APPROVED ANCHOR TYPES: WHERE FLAT HEAD ANCHORS ARE REQUIRED THEY MOOT BE #12 HEAD OR ELCO TRIMFIT HEAD. A, 1/4" ELCO TAPCON B. 'I y4 "• ECCQ IS4' €REi F EX C. #12 STEEL SCREW (G5) 6.) ANCHORAGE: ANCHOR TYPES A OR B IN CONCRETE. ANCtIOR MES.A, ::Or I WOOD. HEAD & SILL: 6 1/2" MAX. FROM CORNERS AND 13 1 2. , h4 (: Q.C: ' : : ' ® ANCHOR TYPES A OR 8 CONCRETE SUBSTRATE: HEAD AT ASTRAGALS: 4" MAX. EACH SIDE OF CENTERLINE & (1) ANCHOR ON CENTERLINE (TOTAL 3). SEE DETAIL A. HEAD AT DOOR - SIDELITE INTERSECTION:. 4" MAX. ON SIDELITE SIDE AND 4" & 8" MAX. ON DOOR SIDE (TOTAL 3). SEE DETAIL C. SILL AT ASTRAGALS & DOOR - SIDEUTE INTERSECTION: 4 ", 8" & 12" MAX. EACH SIDE OF CENTERLINE (TOTAL 6). SEE DETAILS B & D. SIDEUTE JAMBS: 6" MAX. FROM CORNERS AND 13 1/2" MAX. O.C. DOOR JAMBS: 6° MAX. FROM CORNERS AND 21" MAX. O.C. RNCHOR TYPES A. B OR C WOOD SUBSTRATE: HEAD AND SILL AT ASTRAGALS: 4 ", 8" & 12" MAX. EACH SIDE OF CENTERLINE & (1) ANCHOR ON CENTERLINE TOTAL (7). SEE DETAILS E & F. HEAD AND SILL AT DOOR- SIDELITE INTERSECTION: 4 ", 8" & 12" MAX. ON SIDELITE SIDE AND 4 ", 8 ", 12, & 16" ON DOOR SIDE (7). SEE DETAILS G & H. DOOR AND SIDELITE JAMBS: 6" MAX. FROM CORNERS AND 13 1/2" MAX. O.C. .• DETAIL A (ASTRAGAL HEAD) DETAIL C (DOOR - SIDELITE HEAD) X CONCRETE SUBSTRATE 12" MAX. -I I I-- 4" MAX. 8" MAX DETAIL B (ASTRAGAL SILL) X 12" MAX. 4" MAX. 8" MAX DETAIL D (DOOR - SIDELITE SILL). 12"M� {�A�X. �8. �I 4" MAX. X DETAIL E (ASTRAGAL HEAD) DETAIL G (DOOR - SIDELITE HEAD) WOOD SUBSTRATE 12" MAX.. M,.�� 8° MAX. 7 D ETAI L F (ASTRAGAL SILL) 16" MAX. I 12" MAX. 817 "M MAX. DETAIL H (DOOR - SIDELITE SILL) . 4° MAX. Robert L. Clark, P.E. PE #39712 Structural ItT INDU T ES Roved By Retied By: F.K. Drawn By: D.B. Date: 7/15/06 Revisions: E- CONDENCE TABLES & REVISE ANCHORAGE Revisions: F- REVISE TABLES & M -D ANCHORAGE. ADD DETAILS. Oats: 9/22/06 Date: 7/12/99 PROM" WISED � iirlEMiis 111411ratles Dew L i Description: DESIGN PRESSURE TABLES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: FD -101 Scale: NTS Sheet: 3 of 9 Draw • 9 72 Rev: F —1.F. 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 1/8" ANNEALED .437 A EXTERIOR DOOR • • ••• • • • •.• .. •• • • • •• .• • ... • • •• • • . • • • • • ... • • • 3/16" HEAT STRENGTHENED OMINTEf&4Y�R (SEE.NoT6). :OM �•" ANN,L.JD. • • • •' • • ••• '.• • • • • • •. IF3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 1/8" HEAT STRENGTHENED .437 EXTERIOR GLAZING OPTION 1 .402 (3/8 ") MIN4TED 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 3/16" HEAT STRENGTHENED .271 EXTERIOR (f) DOOR SIDELITES 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 3/16" HEAT STRENGTHENED e 111 .271 EXTERIOR SIDELITES GLAZING OPTION 4 7/16" LAMINATED DOOR ••• • • • ••• • • • • • • •• •. • • • • • • • • • • ••• • 3/16" HEAT STRENGTHENED .090 1NTERLAYER (SEE• NQTC) . • . 1/8" HEAT STRENGTM4D: • ••• • • • • • .437 EXTERIOR GLAZING OPTION 2 .402 (3/8") LAMINATED REFERENCE TEST REPORT: FTC-2067 SIDELITES • •• •.. • ..• • .. • • f, • • • ••••• EXTERIOR • 3/16" HEAT STRENGTHENED .090 ItirERLAYER (SEE NOTE) • I " 3/16;' .NNE:ALEO • • • • • • oqp e) ,A I' it .437 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 3/16" ANNEALED ° 111 10 e.3, EXTERIOR SIDELITES GLAZING OPTION 3 7/16" LAMINATED NOTE: INTERLAYER MAY BE DUPONT BUTACITE PVB OR SOLUTIA SAFLEX /KEEPSAFE MAXIMUM. �r Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES eved By: F.K. eyed By: F.K. gown By: D.B. Date: 7/15/06 Date: 9/22/06 Dote: 7/12/99 Revisions: E —NO CHG THIS SHT Revisions: F —ADD SOLUTIA & EXT. iseavar REVISED issamlying with the Florida Cade O g07 D7 hillipace ,r t _1L fAWM Description: GLAZING DETAILS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM FRENCH DOOR w/ SIDEL /TES Series /Model: Scale: Sheet: Drawing No. Rev: FD -101 NTS 4 or 9 972 F OUTSWING • • ••. • • eee ••. . • foe .. ._. • • • • • • 9 0041 S. EXTERIOR 3338 DL OXXO OUTSWING 3.000 XX ®ACTIVE OUTSWING T 3.100 ACTIVE EXTERIOR 37 1/2 33 3/8 MAX. DLO SEE SHEET .3 FOR ANCHORS ROUGH OPENING . • .... ...... • • SEE SHEET 3 FOR ANCHORS ... • ••• • • • • • • • • • ROUGH: . • • • 6. • ' OPENING.' '• ' ••• • ••• .830 •• ••• • • • •. ..• S. • • • •• • • • • • • • r • • • • 13.00 SIDELITE SEE SHEET 3 FOR ANCHORS 1/4 MAX. SHIM TYP. ROUGH OPENING 3.100 1.479 1.479 4.000 INTERIOR E TERIOR THRU DOOR 96 MAX. 93.615 ez DOOR HT �I Sill 85• MAX. 01.0 4.000 4.586 5.459 85 1/8 MAX. OL0 THRU S/DELITE 111111111 OUTSWING OX O INTERIOR A .403x 25 MAX. DLO --1 1.480 L F---I .890 HORIZONTAL SECTIONS UTSWING 37 1/2 T 3.000 X ROUGH OPENING -11 IND STRIES 25 MAX. DLO INTERIOR Robert L'. Clark. P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Roved By: F.K. Roved By: F.K. Drawn By: D.B. 1.489 1-- 3.000 —I\-- ROUGH OPENING .750 VER ICAO SECTIONS Date: 7/15/06 Date: 9/22/06 Do e: 7 12/99 Description: SECTIONS ntie: I-- 3.100 WNW wt* die Amid* Revisions: E –ADD X & XX SECT. Revisions: F-ADD Iral 47 & LOCK CLAR IFICA110N ALUMINUM FRENCH DOOR W/ SIDEL/TES Series /Model: Scale: Sheet: Drawing No. Rev: FD -101 NTS 5 of 9 972 F • • ••. • • • • •.• • • • • • ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • A A ITEM DESCRII:JION: • • • • ' • 1 DOOR HEAD SILL' (AL.' 6- b63452062 WALL) 2 - AL. 0 3- .062 WALL 4TN, ' ► 7 .250x. LIT AL 606.,E -T5 • • WAALL EMILis 111 i(4WG 1 W.i• ~•./X; T FRAME JA % .IL. 6084 -9T6 050 W 1 1/2 HE1 AD ut 111 . 6061 -T6 .050 W x 1 > w. Thresh • Id • 0.3 -T6 0 - • ALL x f01111 PIII.rir 10x3 4 CR. FLT. H•. PHIL RING ASS'Y. 10x.625 SCR. FLT. HD. PHIL 10x1 2 CR. T. HD. PHIL Ir • V.T. # VENDOR 60375 ALUMAX 60376 ALUMAX AL S H GEL CORP. Q &111GT>CJI! /y 60380 60411 61069 , 11 12 17 18 19 20 7Fi 71058FP 0 12PPW ALUMAX ALUMAX ALUMAX F C INDUSTRIAL ALUMAX FA C INDUSTRIAL FASTEC INDUSTRIAL CAMCORP VENDOR # AF-10375 AP-10376 AF-103 FS79 4 -1 =7 A -1• AF -10380 AF-12,376 AF -12375 AF -10378 PG '•rTRE S F NATIONWIDE IND. MERCHANTS FASTENER E3� •2780 . 'E -1•711110X311:1741714110:44 i M RC HANTS FAST NER 116x1 2 FLT. HD. PHIL. � x I SCR. AN Hr. l 2'11.E3E -'. • ( 141:_ Mi7li atT WIt3L'LZ•L',t111,��it 4UBLOK POT -1 30 4 FLT. HD. PHIL. 2•• _ '• I_0 .375 1.0 • 0 3 ' •INT LOCK ASSY. _C OCK MBE MIK4/011/Mil ter• 34 35 36 37 38 39 40 41 42 43 rr FS I Vii. ND STRIA H G 0'P. L CO P. 4UBLOK 00X190 x •i -B LT 0 PGT INDUSTRIES >3PTAY FD3PT Y Pi7i7 �!� • 100 PiC0121.i ' 1 ' ::, ad 78L71P SILICONE 6 - 899C SIDEUTE JAMB (AL. 6063- T6/.050 WALL) 60381 SIDELITE HEADER (AL. 6063 -T6 /'.075 WALL-) 60414 swum BOTTOM RAIL (AL. 6063- T6/.075 WALL) 60415 .402 Laminated (.187 HS/:125 Annealed w/ Dupont Butacite P or Solutia Soflex /Keepsofe Maximum Inner Layer) SEAM SEALER 6SMSSW SIDELITE JAMB ADAPTER ((REINFORCEMENT) 61641 2 POINT LOCK OPTION (ACTIVE PANEL) 7978LAB #8 x .750 Ph. Fl. Tek 7834FPT .402 Laminated (187 HS /.125 HS w/ Dupont Butacite PVB or Solutia Saflex Kee • -ate Maximum Inner L • er 5.. HARLOCK DOW COR UMAX A UMAX ALUMAX PPG. LOF CREEN 820 5 -1 ING. 899 OR EQUIV. AF-10381 AF -10414 AF -10415 SCHNEE /MOREHEAD ALUMAX SM5504 AF -11641 SULLIVAN & ASSOC. SPENCER PRODUCTS PPG LOP 44 R AL. 6063- T5.062 7 45 7/16" Laminated (3 16" HS & 3/16" Annealed w/ Dupont PPG LOP Butacite PVB or Solutia Saflex /Keepsafe Maximum Inner Layer) 46 7/16" Laminated (3 /-16 HS & 3/16" HS w/ Dupont Butacite PPG. LOP or Solutia Saflex /Keepsafe Maximum Inner Layer) 47 FILLER HEAD ADAPTER. DRIP CAP (AL. 6063- T6/.050 WALL)16533016 ALUMAX 9 45626 "/f/7K-.------ INDUSTRIES Robert L. Clark. P.E. PE #39712 Structural Raved By: F.K. Raved By: F.K. Ora B'- D.B. Description: BILL OF MATERIALS Dote: 7/15/06 Oa -: 9/22/06 Dote: 7/12/99 Revisions: E- REMOVE QTY. COL. Revielans :F -ADD ITEM 47 CLEAR1FY LOCKS 41 & 21 $MuILT OWNED 1 wie the Florida Illeutos Deft s? Mips§ me Re. —o$D7. Edda 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM FRENCH DOOR W/ SIDELITES Sheet Drawing No Rev: 6 of 9 972 F Series /Model: FD -101 Scale: NTS 4.000 1.750 DOOR PANEL HEAD & SILL 1 6063 —T5 ALUM. .050 --44 1.620 .250 --1 L WEATHER STRIP CHANNEL 5 6063 —T5 ALUM. OOHINGE EXTRUSION 6063 —T5 ALUM. • • ••• • • •• •• • • • •e • • • • e • •• • • • • • • • • ••• • • • • •.• •• • • S.• • • • •• •• • • • • • • • ••• DOOR PANEL JAMB 2 6063 —T5 ALUM. --I .750 L 11 TRUSS CLAMP 6063 —T5 ALUM. 4.100 1.750 .062 -- DOOR PANEL, .r", INTERIOR ASTRAGAL 6063 —T5 ALUM. 4.675 OFRAME HEAD 6063 —T6 ALUM. • • ••• • . ••• • • • • •• 00 • • • • • • • • • • ••• • • • • • • • ---- 1.750 — ••• • • • • • • • • • • • • • • • • • • • • • • ' • • • • • • •.• • • • • • • • • • • • • •.• • • • • • • • • • •• • • • • • • 4.675 • • • • • • • • • • • • • '•• 4.100 DOOR PANEL, '' EXTERIOR ASTRAGAL 6063 —T5 ALUM. 3.000 1.480 -- .050 OUTSWING THRESHOLD 6063 —T6 ALUM. 6 FRAME JAMB 6063 —T6 ALUM. 06 Robert L. Clark, P.E. PE #39712 Structural :T INDUSTRI Revsd By: F.K. Revsd By: F.K. Drown By: F.K. Description: Date: 7/15/06 Da e: 9/22/06 9/9/02 Revisions: E— UPGRADE ALLOY,6,7 &9 Revisions: F —NO CHG THIS SHT MUM 111113av d w9i Ae Perlis F � , ?4 � Ist 1. L�4N,r. IlkW EXTRUSIONS PROFILES, DOORS 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 TRW ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: Scale: Sheet: Drawing No. Rev: FD —lot NTS 7 of 9 972 F 3.100 4.586 --- .075 O SIDELITE BOTTOM RAIL 6063 —T6 ALUM. • • ••• • • •• •• • • • • • • • •• •: '• • • • • • • • • • • ••• • • • • • o • ••• • • • • ••• • ••• • • • • • • • • • ` • • e • • 50• eee •• • • 830 r_ .050 • • • • • • • • • •• • • . ••• • • •• • • •• • • • • • •'• 2.980 ••• • • • ••• • • •• • • • • • • • ••• •• • • • • • • • ••• •• OSIDELITE JAMB ADAPTER 6063 —T6 ALUM. OSIDELITE HEADER 36 6063 —T6 ALUM. • • • ••• • • • •• •• • • • • • • • • • • ••• • • • • • • • • - • • • • • • • • •' • ••• • • • •• •• • • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• •• r .062 890 r. .050 1.578 3.000 SIDELITE JAMB 35 6063 —T6 ALUM. FILLER HEAD ADAPTER 6063 —T6 ALUM. Robert L Ciark. P.E. PE #39712 Structural FtT INDUSTRIES Roved By: Dote: F.K. 7/15/06 Rend By: Dote: F.K. 9/22/06 Drawn By: Dote: F.K. 9/9/02 Revisions: E— UPGRADE ALLOY, ALL Revisions: F —ADD ITEM 47 allINCT #L'vI ramplawiii ditch atN tt Doe .S '?�ic� , 1 G 46 Description: EXTRUSIONS PROFILES, SIDELITES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 rrne: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: FD -101 Scale: NTS Sheet: 8 of 9 Drawing No. 972 Rev: F 4 ., • 1 3 / 8 " . 1 • °.. . MIN, ' . • 11.. ••• } 4I I. 1x WOOD BUCK (SEE NOTE 2) CONCRETE ANCHOR (SEE NOTE 1) WOOD ANCHOR. (SEE NOTE 1) TYP. HEAD 1 3/8" MIN. • 1/4" MAX. SHIM --I L•- TYP. JAMB CONCRETE ANCHOR (SEE NOTE 1) • • ••• • • • • •. =• 55 . • • • • . .� . • . • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • ••• • • •• •• •••• • • • • • • • • •••• •' •. • • • • 1/4" .• MAX. •• 3H1M • •• • •.• • ••, • • ,•••'• • •. 1 3/8" • • •. • •••• •• • • • • • • 2x WOOD BUCK (SEE NOTE 2) WOOD ANCHOR (SEE NOTE 1) CONCRETE ANCHOR (SEE NOTE 1) 2x WOOD BUCK (SEE NOTE 2) TYP. HEAD 1 1/4" MIN. •d TYP. JAMB #12 FH SMS 1/4" MAX. AT JAMB SPACI SEE NOTE 4 (SEE NOTES 6 & 7, SHT. 3 •e. 1 3/8" MIN. ' • i I • v . 4', ij•` 'v TYP. SILL WOOD ANCHOR (SEE NOTE 1) 1/4" MAX. SEE NOTE 4 TYP. SILL TYP. JAMB /SIDELITE 2x WOOD BUCK (SEE NOTE 2) • •• .•• 1/4" SHIM ••• • • • .. •• • • ;---.� - • • • ••• . • • • • • 4.. .•s'• • • • • I. r �. 1 3/8" . t1. v - '. MIN. . , .. • 1.I.• '... • • • } • 44, •∎ • . ' ...;111..* 5 :4; . • d• SHM ••• • • • • •• • . • • Ix WOOD BUCK (SEE NOTE 2) 1'( • • • • ••• • ••• •• • • : • ••• • • •• • • • : • •13/8" • • • • •• . .. • • • • • • • ••• • • • MIN. • kOOD BUCK • •(SEE• NOTE 2) CONCRETE ANCHOR (SEE NOTE 1) TYP. SIDELITE HEAD CONCRETE ANCHOR (SEE NOTE 1) I. I fi .• 1 3/8 " MIN. v: •il' e .L_ 4 d alf v TYP. SIDELITE SILL 1x WOOD BUCK (SEE NOTE 2) 1 3/8" MIN. 1/4" .S MAX. IM WOOD ANCHOR (SEE NOTE 1) TYP. SIDELITE HEAD WOOD ANCHOR (SEE NOTE 1) TYP. SIDELITE SILL 2x WOOD BUCK (SEE NOTE 2) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4 SS4 CRETE —FLEX. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5), 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE —FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". SEE SHEET 3 FOR ANCHOR SPACING DETAILS. FLATHEAD ANCHORS, WHERE REQUIRED, TO BE #12 TRIMFIT HEAD. 2. WOOD BUCKS DEPICTEC IN THE SECTIONS ON THIS PAGE AS 1 x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ": WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. WOOD BUCKS LESS THAN 1 1/2" THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRECTLY TO CONCRETE). 4. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, GROUT OR OTHER MAT'L (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. /70" abert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By: Dote: F.K. 7/15/06 Roved By: Date: F.K. 9/22/06 Revisions: E— REVISE ANCHORAGE Revisions: F -NOTE 1 EDGE D1ST. Drawn 8y: Date: D. B. 7/12/99 gazii:obseareilitereCnorio:001 Iliprathak Oro �a . "Le 11 Description: ANCHORAGE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM FRENCH DOOR w/ SIDELITES Series /Model: FD -101 Scale: NTS Sheet: 9 or 9 Drawing No. 972 FL F MIAMI-L1ADE COUNTY BUILDING CODE COMPLIANCE PRODUCT CONTROL DIVISION NOTICE OF ACCEPT PGT Industries 1070 Technology Drive Nokomis, FL 3427 SCOPE: • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• • MIAMI DAD WUNTY, FLORIDA • • • • • i • • • .I t R lO -BADE FLAGLER BUILDING •• • • • • • • • • • • 140 • • • • :I`AT, SUITE 1603 • • • • • • MIAML,.FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 • • • .. wyw buildingcodeonline con • • • • • •• • • • • • ••• •• 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 (AM). 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 AM (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 AIII 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: 1"x Std. Wall- Alummmzt Tube Clipped Mullion L.M.L APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated (W28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. . MISSILE IMPACT RATING: Large and Small Mamie 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 and renews NOA d 04- 0528.04 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 Jaime D. Gascon, P.E. NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 • • ••• • • •• •• • • • •• •• • • ••• •.• • • • ••• • • • •• •• • • • •• •• ANCHORS DETAIL "B" "C" OR "0" AT BOTH ENDS AND AT BOTTOM H MULLIONS M1) M2) ham- j' 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPLICATIONS. 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS A TO THE STRUCTURE. • • • ••• • • • • • • • • • •.• • • • 4Nf HOPS •S PAL A • • • • • • ANCHORS DETAIL .A W r� /-�� / I I, 1 H1 W W = W 1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR Hi +H2 MULL LENGTH = W OR W 1 +W2 MAX OPENING = W OR W 1 +W2 MULL LENGTH = Hi • • • • • ... ANCHORS DETAIL "B", "C" OR "D" AT BOTH ENDS AND AT BOTTOMS H 112 i / i M3) M4) --Wi W2 _ W3-- W- W = Wi +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED w /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = Hi TO A MAXIMUM OF (7) ■ • . • :: ■ IV • • • • • • • • • •.• • • • • ••• • • :Ah4G ORs: D 'TAIL+ :r:* • • „C ":OR : "D ": BOrti ENDS: : •• ••• •• • • • •• • • • • ANCHORS DEW. Alt • "C" OR "D" BOTH ENDS MULLIONS H • • • • • --W 1 W2-- MULLION W W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, UNITS. - ---W -- i r J MULLION h1 H = H1 +H2 L WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H 1 +H2 .. MULL LENGTH = W MIODUCT MEWED iltueanIntrki at Maria Agawam ,, +Z5.OG REFER TO TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd F.K. Raved Sy: F.K. Drawn 9y: P.J.P. Oat 5/3 %6 Revisions: D ADD NOTES 5 & 6 5/8/06 Revisions: C -ADD TECH. REFS 428/00 Description: 1 " STANDARD WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION Series /Model: - Scale: Sleet: Drawing No. MULLS NTS 1 of 5 6220 Rev: D PGT 1 x MULLION )I MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION WOOD BUCK FOR 1" MULL TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" 1" MULL= i" 2i()rTYo • • ... • .. .. • • • . • ... • : •2: b>: 4' • • ... .. .. • • :. #12FHSMS STAGGERED ON OPPOSITE SIDES ."(S0 AS NOT TO INTERFERE WITH WOOD BUCK EACH OTHER) REMOVED TO • SEE NOTE 3 CONCRETE PGT 1 x MULLION • #12 SCREW, SEE NOTE 3 PGT 1 x MULLION SEE NOTES 2 &3 218(TYP) 1 (n'P) ANCHOR EMBED. SEE NOTE 2 MIN. 2" OR 4" e 4' TYPICAL MULLION TO STRUCTURE WITH NOTES; WOOD BUCK. DETAIL "B" . FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY SEE ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NOTE 1 IS 2 1/2": MIN. EMBEDMENT: TAPCONS 1 1 /4 ". CRETE —FLEX 1 3/4" 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR & STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL —TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND ® PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. '418 • ... • • • ... • • • . • • ... • • ... . • ... • • • • • ... • • • • ... • • • ... • • • • • • • .. • • • • • . • • • .. • • • • • ... • • WOOD' ": MIN. BUCK .. ... .. . • • . • .. • .407AP).: #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 • PGT 1 x MULLION ... 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 7 & 3 SEE t NOTE 1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & 3 WOOD BUCK TYPICAL MULLION TO STRUC URE WITH WOOD BUCK A D CONC.. DET IL "0" mmigimm comptel OM nodal Mmopme e -ice • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 Structural U Roved By: F.K. Raved ly: F.K. 5730/06 Revisions: D- MODIFY NOTES 3 & 5 x%8/06 CAD BED. DETAILS Drawn By P.J.P. Description: 1" STD. WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Seale: NTS Sheet: 2 of 5 Drawing No. 6220 Rev: 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 'A' 1 x 2 x 1/8 1 11/16 .3 11/16 3j 4M' f • • •• •• .--41 • • • • • • • ... • • • 4100 • • • *0 041 • • • • • • • • • 410. • • • • • • • • • 0.0 • • • • 000 ... • a- • 000 • • • 000, • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • . • • • • • • • • 000 • • • 00 • • • 00 00.4 00 • • • • 00 • • • • • 000 00 - ---A /2 j4AX. r T A ® TWO (2)ANHOP L_ 1-34MAX. MIN. TYP._chiMIN. -83MIN.-1I _ z11 1 6 1 MAX. ® FOUR (4) ANCHOR LOCATIONS LOCATIONS NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. •• • • • • ••• • • • • • • • • • •• .. • • • .. .. ■ • • . . . . . • • • • • • • • • • k7. • • • • a • • =0 • • • • • • • 4141. 1 " MULL CLIP 41 41 4141 4141 41:41. !' /TABS: REiVJt�i�ED • •.r(C.t.F':Tip•MUtL S.. EXTRUSION DWG #1099 A/2 O ONE (1) ANCHOR LOCATION (3)EQ. SP. (A -3/4)/ [I_MIN. fl'P. O THREE (3) ANCHOR LOCATIONS PRODUCT ttENEWED atieserplftwith the Not* ReitUasesde Avesphteee No ispindem TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE #39712 Structural :T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PIMA Dot 5 .3 %6 Revisions: 0 —NO CHG THIS SHT Re vsd 0 . Dot : Revbione: F.II 5%8/06 C— REVISE SPACING Drawn 8y D e: P.J.P. 4%28/00 Description: 1 " STD. WALL, ANCHOR LOCATIONS hits: ALUMINUM TUBE CLIPPED MULLION series /Model: Scale: Sheet: MULLS NTS 3 of 5 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• • • • • • • • • • • .. • • • •• •:• •• as . • • •• • • • .. • • • • • ••• •• �¢••■ 4 1 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 (TYP) 1 x STD. WALL MULLS MAT'L: 6063 —T6 ••• • • •• • • • • ••• • • • ••• • • •• • • • •• •• • • • • • • ••• • • • • • • • • • • • • ••• • • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • r (TYP) TO. BE' USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE #39712 Structural T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rol Dote: Revisions: 1%9/06 —NO CHG. THIS SHT. Dots: Revisions: 5/8/06 C —NO CHG THIS SHT Drown Ey: P.J.P. Description: a e: 4 D 28/00 raanucT RENEwr,I .gym the meads 1" STD. WALL, MULLION PROFILES Title: ALUMINUM TUBE CLIPPED MULLION Series/Model: MULLS Scale: 1X Sheet: 4 of 5 Drawing No. 6220 • ••• • • • ••• • •• • • • •• •• • ••• • • • ••• • CHART 1. - 'QTY. & TYP. ANCHOR CLIP TO OPENING 1 x2x.125 • • • ••• • • • • • • ••• • • ••••••• •• •• • • ••• OPENING WIDTH IN INCHES 70 (2) A (2) A (2) B (2) B (2) A (2)B. 80 (2)A, (2) B (23A (2) B '100. '•7.9'0 (2) B (2) B •'1120•' (2) B :130. (2) A (2) B 160 (2) A (2) B CUP TO MULL (1) B (1) B (1) B (1) B (1)B• S. •• •• • 11) •• •• (1) B (1) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 129 115 107 104 73 67 63 103 61 103 103 103 103 103 61 61 61 61 61 70 61 55 52 50 49 49 49 49 49 57 49 41 39 38 38 38 38 38 41 35 31 29 27 26 25 25 25 25 30 27 26 20 23 17 24 23 21 19 22 I 21. 18 18 20 20 17 17 17 16 OK 17 15 18 15 CHART 2. - lx4x.125 QTY. & TYP. ANCHOR CLIP TO OPENING OPENING WIDTH IN INCHES 60 70 (2)A (4) B (2) A (2) A (4) B (4) B (2)A, (2) Ad (4)B (4)B. CLIP TO MULL (3) B (3) B (3) B (3) B (3) B (2) A (4) B (3) B 110 120 130 160 (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (3) B (3) B (3) B (3) B W v J J J 2 42. 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 170 170 170 170 170 - 170 170 170 170 170 170 170 170 170 170 170 170 , 170 170 170 170 r 170 170 170 170 170 170 170 170 170 170 170 170 162 158 157 157 157 157 170 170 157 143 134 127 124 122 122. 122 170 160 141 128 119 112 108 106 106 106 170 142 120 111 88 r 145 127 120 105 102 90 94 83 75 65 115 106 95 87 81 ' 74 74 68 59 53 100 81 69 63 49 96 77 65 60 46 93 74 63 57 92 44 72 61 55 42 92 71 59 53 40 72 60 53 47 43 39 37 35 33 31 59 50 43 38 35 32 30 28 27 24 41 38 35 30 32 28 27 24 22 20 19 18 16 24 22 20 19 17 16 17 •• •• ••. • • ••• • • • • • • • • • • • ••••••• • • •.• • • • • • • • • • ; • • . • • • • • • • • • • • • • • • • • • • • • • • • • • .. • • • • JP S. , N ft* J ' • • • • '• '••• •". • • • •• ••. A� • •.• •• • • .• '1 • • ••• ••• •.•. • • 6••'•.•• • • • •• ••. • • • • • •• Yt Vertical Mull Mull Length �Opening Width ' Horizontal Mull Opening Width 1_ Mull Length Multiple Mulled Units \Opeing Width Mull Length NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. PRODUCT RENEWii Ns =Oft wfth the IWO lithfins Code Aceopkilet No TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #9712 Structural FUT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Raved Oct : Revklans: F.K. 5/30/06 0 -NO CHG THIS SHT Raved F.K. 5/8/04 Revisions: D CHANGES Drown By: Da e: P.J.P. 4f 28/00 Description: 1" STD. WALL, PRESSURE CHARTS 1 & 2 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: Scale: Sheet: Drawing No. Rev. MULLS NTS 5 of 5 6220 . D MIAMIDAI BUILDING CODE CO PRODUCT CONTROL D PGT Industries 1070 Technology Drive Nokomis, FL 34275 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 Miiami- -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 AM 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 "PW-701" Aluminum Picture Window -LMI APPROVAL DOCUMENT: Drawing No. 4259-4, titled "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A", dated 12/15/03, signed and sealed by Robert L. Clark, P.E., bearing the ATiami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words lufiami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists.of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. • •. • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• MIAMI-DADE COUNTY, FLORIDA • • • • ▪ • • • • MEXRCRIVDE FLAGLER BUILDING • • • • • • • Amt.* ILACLER STREL1T, SUITE 1603 • • • • • ' • ' :VRAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 . •• • • • •• ••• •• • • • • • • • • • • • • • •• • • • • • ••• ••' NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 ... • • ••• • • • ••• • • • ••• • •• •. • • •• •. • • • •• •• • • • • • • • • • • • • • • • • • • • • • • NOTES: LA RUE: MfSbILE WINDOWS • • . • . _ • . ••• • • • • • • • • • • • • •• •• • • • • •■• • • • .•• . • . •.• . 1. GLAZING DPTJQNS'. . •. ••: • • • • • • A. f/' ; CI411111NA 'I'Eb;GL�4SS.COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116 14E ►1'SYRE' 131"HelNEb: GLASS W11`N•AN'.090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. ' • • '• e B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 IN2YRLAYER (F.DIJPQN" BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIfISPi4 g #ND LAI IIN'ATED GLASS WI'ItrrH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3M6"NBAT • • • STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D.1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) 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. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 & 10 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 81/2" FROM CORNERS MAX. 11" O.C. JAMBS: ® MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5" O.C. JAMBS: AT EACH CORNER MAX. 5" O.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 81/2" FROM CORNERS MAX. 11" O.C. JAMBS: MI MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 Rav dey: 0sv Reasrmm: Raved ep Awed uy: F.K. Ftsv or.: Dar 12/15/03 Revisions: A REDUCE ANCHOR SPACING Dame Bx Daft RIG 7/14/03 cnemr.ri 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 Desateagg NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT Visibly Better latrieseMaitut PW-701 NTS 8riset a►10 4259 -4 Rev A Robert L. Clark, P.E. PE 038712 Structural • • ••• • • • ••• •• •• • •• •• • • • • • • • • • • If ••• • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • .• • • • • • • •• • . • • • ••• •• 3/16" ANNEALED OR HEAT • • • • • 0410 • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • ••• ••• • • • •• • • • •• ••• •• STRENGTHENED GLASS 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 12 OUTSIDE OR 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS OR 21 11/16" NOM GLASS BITE I 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • 0 1,111,0 • • • • • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •.• - :ill 4116" L• S/11.GLASS NOMINAL • .• ••• v •3 • • OUTSIDE OR . . • • •• :.6.V/ 61141 O1:ASS NOMINAL • t•..,. • • • • • •• .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 11/16" NOM GLASS BITE t 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) Raved By: Data: Rovtat rn: Revaday nate! Revlekng: Revad Dy: Data: 12/18/03 A NO CHANGE THIS SHEET Draaa+8y. Dater Cheated By: Day: F.K. 7/14/03 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34279 P.O. BOX 1529 NOKOMIS FL 34274 GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT Visibly Better °° PW -701 NTS Meat 2 of 10 Omu•v Ro, 4259-4 Robert L Clark, P.E. PE #39712 Structural • • ••. • • • ••• S. •• • • • •• •• • • • • • • ••• • • S. • • • • • • ••• • • • • • • • • .•• HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS(, SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. ••. •• • • ••• • • • •• •• • • • ••.•• • • • • • • ••• • • S. • • • • • • • • • r • • • • ..• • • • • • • • • • • • • • • • • • • •• ••• • • .• • • • • • • • .• ••• • OCTAGON QUARTER CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 68" X 68" OR MAX, AREA = 20.71 SQ. FT. OR MAX. AREA = 25.22 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 96" MAX. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. t 441/4" MAX. DLO NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. I--- • 921 /4" MAX, DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. MAX. SIZE = 48" X 96° OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. Bawd By: Da* R Rend By Data: Bays: Rood By. F.K Da • 12/15/03 Flatisbra: A NO CHANGE THIS SHEET Oran By oafs: Chocked* Datr F.K. 7/14/03 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT Visibly Better PW-701 B000 St00 NTSI 3 m 10 Drawing No. 4259 -4 A Robert L. Clark, P.E. PE #39712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. • r • • ••• • ••• • • • • • • • • • • • • • • • • • • • • a •• •• • • • • • .• • • OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 96" MAX. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. i 48" MAX. t 451 /4" MAX. DLO NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. 931 /4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96° OR MAX. AREA = 32.00 SQ. FT. R MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. Raved By. RevedBy: -Dale: ReNedens: Rend By. 17a1a FA 12/15/03 maim By: Dew F.K. 7/14/03 RevJarana: Revlalara: A NO CHANGE THIS SHEET Date: 1070 TECHNOLOGY DRIVE NOKOMA FL 34275 P.0, BOX 1529 NOKOMIS, FL 34274 • INTEGRAL FIN ELEVATIONS rare: ALUMINUM PICTURE WINDOW, IMPACT Visibly Better Shea PW- -701 NTS I 4 m 10 4259 -4 Robert L. Clark, P.E PE #38712 Structural • • ••• • • • ••• •• •• • • • •• •• • - ••• • • • ••• • • • •• •• • • • •• ... •• COMPISRATImE fSALYSIS TABLE 1 • • X14.7 /16"LAMINATED GLASS (3/16 "A, .090, 3/16HS) • • • • • • • FTL -3835 G1A5"i'1rpF• •B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3 /16HS) FTL -3835 : • '. •• .Q.41 $ /kLLAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS);•; • ;•; • :• • HL -3850 ••• • • : • • • a I VI 6" LAM! I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" 1ISi • • •: M1-3850 WINDOW ••• „ •• •, WINDOW HEIGHT VVIDTII •• • • • •• • 11 x,11 / °. 11 '�+,a • • 49.000 A . • • ®'0• • 80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 • ••:.813. B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 9. • 98 11. • 9 54,500 A &C - 80.0 B &D 80.0 AREAS .FT. 60.000 A &C B &D AREA, SQ.FT. -80.0 80.0 -80.0 80.0 13,441 -80.0 -80.0 80.0 80.0 10.786 12.868 -80.0 -80.0 14.950 15. 13 15.823 76.7 I -76.7 74.0 80.0 I -80.0 17. 1 80.0 • • -80.0 80.0 -80.0 16.333 -75.2 74.0 I -74.0 -80.0 80.0 I -80.0 17.599 18.167 80.0 -80.0 ' 80.0 -80.0 74.0 -74.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 19.875 14. 67 16.458 65 500 A&C ' 50.0 - 80.0 80.0 -80.0 68.5 BAD x.01 -80.0 80.0 -80.0 AREA SQ.FT. 12.964 15.465 80.0' 71.000 A &C 80.0 -80.0 I 79.4 -79.4 B &D 80.0 -SOA I 80.0 -80.0 AREAS .FT. 74. 5 6.764 76.500 A&C 80.0 40A ' 76.8 I -76.8 B&D 80.0 -80.0 i 80.0 -80.0 AREA SQ.FT. 15.141 A &C 80.0 -80.0 82.000 B &D 80.0 -80.0 AREA SQ.FT. 16.229 A &C 80.0 -80.0 87.500 B &D 80.0 -80.0 AREA SQ.FT. 93.000 A &C B &D 18.063 74.1 -74.1 80.0 -80.0 9.36 70.7 I -70.7 80.0 -80.0 17.378 20.660 80.0 -80.0 69.1 -69.1 80.0 - 80.0 80.0 -80.0 AREA SQ.FT. 96.000 A &C B &D AREA SQ.FT. 18.406 21.958 69.9 80.0 - 69.9 67.2 - 80.0 18.750 -68.6 67.2 80.0 -80.0 80.0 -68.5 63.5 -63.5 -80.0 17.967 80.0 40.0 20.469 63.7 -63.7 57.9 -57.9 80.0 -80.0 19.476 - 80.0 22. 88 20.984 23.906 56.5 -56.5 48.3 -48.3 80.0 -80.0 80.0 -80.0 5.2 53.6 I -53.6 43.6 80.0 I -80.0 80.0 80.0 -80.0 68.8 -68.8. 80.0 -80.0 80.0 -80.0 19." 2- .667 24.002 - 43.6 - 80.0 27.344 51.4 -51.4 42.5 I -42.5 80.0 -80.0 25.510 80.0 I -80.0 29.063 50.4 -50.4 41.6 -41.6 80.0 -80.0 28: 3 80.0 -80.0 30.0'0 19.375 -67.2 -80.0 20.000 61.3 , -62.3 61.3 -61.3 80.0' -80.0 21.151 56.1 -57.1 80.0 -80.0 22.92 51.9 -52.1 80.0 -80.0 24.703 47.6 -48.0 80.0 -80.0 287§ 43.4 I -43.2 80.0 -80.0 28.255 40.7 I -41.0 80.0 -80.0 30.031 80.0 -80.0 2 .833 56.1 -56.1 80.0 -80.0 23.66 - 51.9 -51.9 80.0 -80.0 39.4 -40.1 80.0 -80.0 31.000 as:5oo 47.6 -47.6 80.0 -80.0 2 .333 43.4 -43.4 80.0 -80.0 29.167 40.7 �10.7 79.4 -79.4 39.4 -39.4 76.6 -76.6 32.00 NOTES: . 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 114° TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/ -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. 0 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST MI -z .1(7,2111:. 11.7 4, Revsd vela Revs By Revatl By. RIG aream Br Dot• F.IC 7/14/03 Oat: Gate; 12/15103 Rodeo= Revle',one: A CHANGE NOTE 1 ANCHORING WITH812 SCREWS Cheated By Dale; 1070 TECHNOLOGYDR1VE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS FL 34274 p NT FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT Visibly Better se PW-701 sow: she•e . NTS 5 " 10 4269-4 Robert L. Clark. P.E. PE #39712 Structural • • ••• • • • • • • ••• •• •• • • • •• •• • COMP TIVg Owl's 2. A. 7/16" LAMINATED GLASS • • r B 7/16" LAMINATED GLASS GLA• • 7'• •4 1 I /i6:4.AMI I.G., 3/16HS, • ••• • 'D'. 1 '{lice' LAMI I.G., 3/16HS, WINDOW WIDTH. :•::: r:80: 40.0 0 49.000 • Age • 8f 0 " -80.0 B &D 80.0 -80:0 AREA SQ.FT. 9.698 ••• • • • • •• •• • • • • (3/16 "A, .090, 3/16HS) (3/16 "HS, .090, 3/16HS) 7/16" SPACE, 7/16" LAMI 7/16" SPACE, 7/16" LAMI • • • • • ••• • • • ••• ••• ••• ••• • • • •• •• • • _ • • i • . ••• • • FTL -3835 . • • • • • FT.L -3835 (3/16A, .090, 3/16" IH$) :: • . •. '. • ' FTL -3850 • (3/16HS, .090, 3/16" NS's • • • •' • FTL -3850 54.500 A &C 80.0 I -80.0 B &D 80.0 -80.0 AREA SQ.FT. 10.786 60.000 A &C 80.0 -80.0 B &D 80.0 -80.0 AREA SQ.FT. 11. 75 34.000 80.0 -80.0 80.0 -80.0 11.569 80.0 -80.0 80.0 -80.0 12.868 80.0 � -80.0 80.0 -80.0 1.67 WINDOW HEIGHT •• ••• •• • • • •• 36:500 45.000 46.50p - •; ...'.46b00 80.0 -80.0 80.0 -80.0 79.4• • • • -+88.3 79:4 • -79.4 80.0. -80.0 80.0 -80.0 80.0 -80.0 80.0 I -80.0 16.333 13.441 78.9 l -78.9 SO.Oa�t -80.0 50 14.. 50 65.500 A &C 80.0 -80.0 78.9 I -78.9 B &D 80.0 -80.0 80.0 1 -80.0 AREA SQ.FT. 12.964 15.465 71.000 i A &C 80.0 -80.0 75.3 f -75.3 B&D 80.0 -80.0 80.0 SQ.FT. AREA 78.500 I p`8`C 80.0 I -80.0 72.6 72.6 B&D 80.0 - 80.0 80.0 -80.0 AREAS .FT. 15.141 18. 3 72.2 a2.2 72.2 -72.2 80.0 -80.0 85.5 -65.5 80.0 .. -80.0 17.967 15 13 15.823 74.3 -74.3 71.9 -73.1 80.0 -80.0 80.0 17.031 17:599 67.8 1a 7 71. -80.0 80. - 67.8 65.0 -66.4 -67.8 65.0 -66.4 -eo.o 80.0 -80.0 �0 79. 5 65. 80. 9 -71.9 0 -80.0 18.167 0 -65.0 0 -80.0 20.000 61.7 -61.7 59.6 I -60.7 80.0 61.1 -61.1 80.0 -80.0 19.4 • 57.1 -57.1 80.0 -80.0 82 000 A &C 80.0 I - 80.0 69.4 -69.4 B&D 80.0 - 80.0 80.0 -80.0 AREA SQ.FT. 16.22 9 19.361 87.500 A &C _ 80.0 -80.0 66.4 I -66.4 B &D 80.0 -80.0 80.0 J -80.0 AREA SQ.FT. 17.318 20.660 93.000 I A &C B&D AREA SQ.FT. • 20.984 - 80.0 80.0 20.469 -80.0 21.151 56.4 -56.4 80.0 -80.0 80.0 -80.0 . �8 22. 51.5 t -51.5 51.0 r -51.3 80.0 f -80.0 80.0 I -80.0 8 24.703 23. 23.906 54.6 -55.5 54.6 -55.5 59.6 -59.6 -80.0 21.833 54.6 � -54.6 80.0 -80.0 23. 67 80.0 80.0 53.8 -53.8 53.8 -53.8 80.0 -80.0 a .asa 51.0 -51.0 80.0 -80.0 47.2 I -47.2 46.6 I -46.9 80.0 -80.0 80.0 -80.0 2.626 26.479 42.6 - 42.6 43.1 I -42.7 80.0 -80.0 80.0 -80.0 80.0 I -80.0 80.0 I -80.0 18.406 65.0 � -85.0 80.0 -80.0 21. 58 24.002 48.9 -48.9 80.0 -80.0 28. 10 25. 10 27.344 28.255 51.0 -51.0 -80.0 25.500 46.6 -46.6 80.0 -80.0 2 .333 80.0 43.1 -43.1 96.000 ABC 80.0 -80.0 63.9 B &D 80.0 -80.0 80.0 SQ.FT. 1 2 -63.9 -80.0 48.0 80.0 -48.0 -80.0 41.2 - 41.2 40.4 I -40.2 -80.0 79.7 1 -79.7 30.031 80. 80.0 29.06$ 29.063 4• 0.2 8• 0.0 -40.2 ' 39.0 I -38.9 - 80.0 76.9 -76.9 AREA SQ.FT. .667 NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4• TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. DA 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST .TANGULAR SI E IN TABLE 2. WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENS ONS COMPLETELY FIT WITHIN. Naiad By I Roan= DasatSmr. 26.333 30.000 31.000 80.0 -80.0 29.167 40.4 I -40.4 76.0 -76.0 31.000 39.0 -39.0 73.1 -73.1 32.0 may Revue F.K F.K. Otsrwn Oats: 12J15/03 Date: 7/14/03 Rem: A CHANGE NOTE 1 ANCHORING Wi7H #12 SCREWS Checked Dog 1070 TECHNOLOGY 34275 INTEGRAL FIN UNIT DESIGN PRESSURES NOECHNS, FL 34275 T1°� Po, ..-.. ALUMINUM PICTURE WINDOW, IMPACT NOKOMIS, FL 34274 Visibly Better PW-701 Saw NTS 6 a 10 a � 4259 -4 Robert L. (lark, P.E. PE #39712 Structural • •••• • • • ••• •• •• • • • •• •• • • • • • • ▪ • • ••• • • • • • • • • • • • • ••• • • • �'1 ••• • i:I OS 6 e 2.784 "••• • • • • .. • • 4 °II II�i gin ►11 410 SCREWED Cs RNER ASS'Y MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH - HORIZONTAL SECTION (FLANGE FRAME) O 0 11111! O ALONG ENTIRE JOINT (FLANGE FRAME) ••• • • • ••• • • • •• •• • • • •• • •• • • • • • • • • • • • • • ••• • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• • •• ••• •• • • • •• • • • •• • • •TT • • + • • • • • •• ••• • • • • •• • U.784`. MAX. WINDOW HEIGHT m MAX.. DAYLIGHT OPENING ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) VERTICAL SECTION (FLANGE FRAME) Raeder: Data R•v/aknx RevadR Oslo: Revfafarae Rend elr. F.K. �: 12/15/03 A NO CHANGE THIS SHEET Drawn By: Dafra Cheakad Dale: F.K. 7/14/03 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS FL 34274 11,3Gar SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT Visibly Better sanevmar PW-701 were NTS 7 ,0 10 4259 -4 Rem A Robert L Clark, P.E. PE 1138712 Stitc 2.784" • • ••• • • • •.• •• •• • • • S. .. • • •• • . • • • • •• •• • • • • • • • • • • • . • . . • ... • •.. • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • . •.• • •• • • • • • • • OUTSIDE MAX. DAYLIGHT OPENING - MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) tea: bats: Rend Bs rte: ALONG ENTIRE JOINT KEYED°. CORNER ASS'Y gA WELD (INTEGRAL FIN FRAME) O L 1111V I1 °;i' III ALONG � ENTIRE O Ili JOINT I� WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) • • • x,,78.4" • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • S. ••• .• • • • • • • • • •• • • • • MAX. WINDOW HEIGHT • • • • • • • • • • MAX. DAYLIGHT OPENING INSIDE Finn- VERTICAL SECTION (INTEGRAL FIN FRAME) keyed By Date: F.K 12!15103 Dinvm by. Date: F.K. 7/14103 Redstone A NO CHANGE THIS SHEET t B Da 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 SECTIONS, INTEGRAL FIN rme: ALUMINUM PICTURE WINDOW, IMPACT Visibly Better PW-701 NTS mm•u 8 a 10 4259 -4 • • ••• • • • ••• • • • 1 • •• • • • •• • • • • • •• •• • • • • • • • • ••• • • • • • • • • •.• • • • • ••• • ITER D • ;P E# DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 8 ,• • • • •e • 64453+•• : •2C FLANGED FRAME HEAD, SILL & JAMB 10 11 ' .:'4295::. x : 4254- : • ••• •• ;042e4, #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247' VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 15 DOW CORNING 899 GLAZING SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 18 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE- 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 1 1 16" LAMI I.G. GLASS : 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .050" .975" ITEM 10, 7/16 LAMI GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4255 Raved Br Road els Resod By: ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4254 • • •• •• • • • ••• • • • • • • '• • • • • ••• • • '•. • • •••• • • •• • • • • ••• • • • 2.784" ... • • •• • • • • • • • • • • • • •• •• • • • •• • • .062" 1.875" L .077" 2.500" ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A I-- .062" 2.784" ITEM 2, FLANGED FRAME MAT'L: 6063-T5 DWG NO. 4253 •14 Raddone: Date: Mytelmze Dar 12/15/03 Cate: F.K. 7/14/03 try; A NO CHANGE THIS SHEET Chided 9: Dale: 1070 TECHNOLOGY DRIVE NOKOILPS^ FL 34275 P.O . BOX 1628 NOKOMIS FL 34274 EXTRUSION PROFILES & PARTS LIST Visibly Better Tax ALUMINUM PICTURE WINDOW, IMPACT sarkgratudet PW-701 !SITS Sheer 9 er 10 aQOxa 4259 -4 Robert L Clark, P.E. PE #39712 Structural • . • ••. • • • •S• • • • • • • • • • • • • • • • • • • • • • • • • ... • ••• • •• • •• • • • • • • • • • • • • • • • • • • ••• •• • • • • • • • • • ••• • • •• • • • .130 "DIA.MN. x21 /2 "NAL, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4" MAX. r SHIM T .•. • • • ••• • • • •• •• • • • •• •• • • • ••• • • • #12 SCREW, 8'1'/2 "'MAi CORNERS &S11" MAX. O.C. • • • • • • • • • • • • • ••• • •• ••• •• • • • •• lI 1t4" MAX.. ' Itc;0114=Ht f I TOE 1 1/2" MIN. EMBEDMENT 1/4" TAPCON, 81/2" MAX. FROM CORNERS & 11° MAX. O.C. A (SEE NOTE 1) 2x WOOD BUCK j (SEE NOTE 2) INTEGRAL FIN DETAIL B SHIM•• • • • • • •• #12 SCREW, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. A 1 1/2" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) 1/4" MAX. SHIM I FLANGED DETAIL C 1/4" TAPCON, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. 0 (SEE NOTE 1) 1/4° MAX. f SHIM T 11/4 " MIN. '. • EMBEDMENT; e SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E NOTES: FLANGED DETAIL D (SILL ONLY) 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO TAPCONS. A 2. A — IN MIAMI —DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI —DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. lx WOOD BUCK (SEE NOTE 2) Rend BY: Dade: Renzi By: Date Rations: aver F.K Drown es F.K. an: 11116/03 Deft 7714103 A Checked Sy: CHANGE NOTE / AND FASTENER SPACING 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O.9OX 1529 NOKOMIS, FL 34274 FAc;.T. Thesabeele ANCHORAGE - HEAD, SILL AND JAMBS Tnia ALUMINUM PICTURE WINDOW, IMPACT Visibly Better smtMceec PVW701 NTS Sheet 10 d 10 4259 -4 Robert L Clark, P.E. PE #39712 Struchual MIAMIB COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: • • ••• •• •• • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••A: •• •• • • • • • • • • • • • • • ••• MIAMI-DADE COUNTY, FLORIDA • • • •' • zMEitftO -IME FLAGLER BUILDING • •140•WartettOtER STREET, SUITE 1603 • • • • •' • 0•4AIMI, FLORIDA 33130 -1563 . • (305) 375 -2901 FAX (305) 375 -2908 www.buildinecodeonline.com • • • • •• • • • • • • • • •• • • • • • ••• •• • • • • • • 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 when allowed by the Authority Having Jurisdiction (Ali). 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 manufactmer 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: Series C -740 Aluminum Casement Window -L.M.L APPROVAL DOCUMENT: Drawing No. 7045 -5, titled " Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by POT Industries, 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 ms'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 Mani-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 too 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 # 03-0611.02 and consists of this page 1 and evidence pages E-1, E -2 and E-3, as well as approval document mentioned above. The s witted documentation was reviewed by Herminio F. Goner, PE., Director, BCC* 6 NOA No OS- 112911 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 Page 1 NOTES: LARGE MISSILE W[NDOWS 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 GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER 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 WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER 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 PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .Q90 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O CONFIGURATIONS OPTIONS x 0 X x x 0 x X O UNEQUAL UTES x 0 UNEQUAL UTES 0 X UNEQUAL LITES :• .; ••• • • • • • • • •• ••.5 a • • •• • • •• •• • • • • • ••• • ••■ • • NOA M:4ING tAEiLE OF CONTENTS SHEET T 1 •NG:151'AILS.. • . 2 ELEVATIONS ••' :, 3-4 QESIGN PRESSURE TABLES 5-9 sacriQNS;..:•• ••• 10 tIRkIEll'allISTIIIJCT1ON 11 EXTRUSIIN"PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 4 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR H4 °xox" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. A4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS. PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. 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 ON FIXED LITE ONLY JAMBS: MAX. 4° FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. Raved By: Dam: F.iC 3/25/03 Raved By Dale: P.K. 7/10/03 Raved 6y. Dais: P.K. 0/23105 Dram By Dam: F.K. 12/17/02 8 ADD 13/18` 1.0. & MOVE GLAZING DETAILS TO SHEET2 Revisions: C NO CHANGE THIS SHEET Reveler= D ADD 78" HT., GLASS TYPES FAND G. REVISE ANCHORAGE Checked By. Dam: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better NOTES AND TABLE OF CONTENTS WO the nedib --1120 1 ALUMINUM CASEMENT WINDOW, IMPACT Se lae/Mad e CA-740 Lucas A. Tumor, P.E. PE #58201 Mechanical a,, 1/8" ANNEALED OR --.090 PVB INTERLAYER HEAT STRENGTHENED GLASS' 1/8" HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE r 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS - • • ••• '• • • ••• • 13/16" 1-- •L±÷44.214 •••::• ••• 5/16" LAMINATED COMPONENT 118: HAT STRf;NGTHENEQ•GLASS �Q §0•P1/B I f Ef AYB'R; • • • 1/8" HEAT•STREN( Th NED GLASS •• • • • • •• • • •• ••• •• • • • • •• • • • : • .65 °•NUM.'• • GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT ---- .090 PVB INTERLAYER �-+- 3/16" HEAT -+ h•- STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 1) 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 13/16" 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE t 13/16" I.G. W/ 7/16° LAMI GLAZING DETAIL maw ar F.K. Roved By: F.K. Roved Or Drawn RP F.K Date 3/25/03 B REDRAW GLAZING DETAILS & ADD 13/16° 1.G. Dada: 7/10,03 bete: . 6/23/05 Date: 03/25/03 Revisions: C NO CHANGE THIS SHEET nay: C ADD 13/16" LAMI LG. W /7 /16°LAMI & CORRECT 5/16" LAM! DETAIL Checked By Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better GLAZING DETAILS rrae; ALUMINUM CASEMENT WINDOW, IMPACT sen°emwdat CA-745 NTS Sheet 2 or 13 Dewing . 7045 -8 -0,7- ( %2i /off Luce A. Turner, P.E. PE #58201 Mechanical CENTERLINE 1 1/2" ANCHOR 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) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 7" 7" 4" MAX. —� -•--- 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. DAYLIGHT -- OPENING 134" MAX. WIDTH 53" MAX DAYLIGHT OPENING • .. ••• • • • . • ••. • •— •- •. DENOTES HINGE 74" MAX. WID-r I •. ••• • • LOCATION AT HEAD & - 30" MAX C • • • ▪ • SILL OF "X" PANELS, • • - :.DAYLIGHT TYPICAL. SEE HINGE I I 1 •I• tWeNtNf'; • .� • DETAIL SHT. 4 -.:- R - • • SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. i 4" MAX. t 4" MAX. 30" MAX. DAYLIGHT -- OPENING • •• •`: .• •• •• • • • • . ; • • . • • • • • • • II • ••.• X SEE MEETING (RAIkDETAIL (2) • .. A • • 6• 9" MAX. DAYLIGHT OPENING S. �--I-- 141/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 13" MAX. O.C. 4" MAX. Read By. Date: F.K. 3/25103 Rowel . wag F.K. 7/10103 Rowel : Dabs F.K. 6/23/05 Dom By: Date: F.K. 92/17/02 0 69" MAX. DAYLIGHT OPENING / t4" MAX.-4-1 I-�-- 37" MAX. VENT TYP. 1 I I 1 I 13" MAX. O.C. ---�- 60" MAX. FIXED It I 76" MAX. HEIGHT I - - I 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) A 76" MAX. HEIGHT sealtrillIghe B CHANGE SHEET NO. REFERENCES Revisions: C ADD HINGE LOCATION DETAILS Rovisianw D Cheated By. CHANGE MAX. HT. TO 76' AND MAX DLO TO 68' Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 mr- "XX" & "XOX" ELEVATIONS TRW ALUMINUM CASEMENT WINDOW, IMPACT Vidr1k bljel etter Seriseteadan CA -740 NTS 3 a 13 Drawing Na. 7045 -8 D Lucas A. Tumer, P.E. PE #58201 Mechanical DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 141/2" MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. —�37" MAX. WIDTH' 30" MAX. DAYLIGHT --j OPENING O.C. 4" MAX. 4" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C.. 4" MAX. f______ 4" MAX. —"- I 141/2" MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH A AX. HT SEE MID -SPAN ANCHOR_ DETAIL SHT. 3 TYP. (4) 13" MAX. — O.C. 4" MAX. • • ••• 60" MAXI W I DT'H • - : • 53; MAX. DAYLIGHT OPENING .'• rte. 't -. • • • • ••• • ■____ _ L T EII I� / / X >7-1 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C.. 4" MAX. f______ 4" MAX. —"- I 141/2" MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH A AX. HT SEE MID -SPAN ANCHOR_ DETAIL SHT. 3 TYP. (4) 13" MAX. — O.C. 4" MAX. • • ••• 60" MAXI W I DT'H • - : • 53; MAX. DAYLIGHT OPENING .'• rte. 't -. • • • • ••• • ■____ • I� / / X >7-1 •' • • • • ' ' • : DA'YL _ t OPEC O ti A IAX. GHT ZING Fi•-1 n L 4 MAX. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 30" MAX. 53" MAX. DAYLIGHT �'�I I DAYLIGHT OPENING OPENING I I x-13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION „.„...._ I� / / X >7-1 Y O _ 69” DAYLIGHT - OPENING M 76" HEII _ t .,� I —•-13" MAX. O.C. 37" MAX. VENT 60" MAX. FIXED ELEVAT ON "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) A SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HT SEE MEETING SHT RAIL DETAIL SHT. 3 TYP. (2) A 76" MAX. HEIGHT PRONCT REVIVED Damp cuil Rend By. F.KC Data 3/26103 Reels/arm B CHANGE SHEET NO. REFERENCES Rand By: F.K Date: 6/23/05 Reels/arm C ADD HINGE DETAIL & HINGE LOCATION NOTES name By: F.K. Drawn By. F.K Date: 7/10/03 Data 12/17/02 Revision= D Cheakad By. F.IC CHANGE MAX HE TO 76 "AND MAX. DLO TO 69" Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS, FL 34274 VisbijeBetcar "X ", "0" "XO" c1 "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT SerterfAbdek Saab: Met D/a vI g No CA-740 NTS 4 a 13 7045-8 ( ( /z,• Lucas A. Turner, P.E. PE #38201 Mechanical COMPARATIVE ANALYSIS TABLE 1. GLAZING OPTIONS: A. 5/16" LAMI (1/811A,.090,1/8 "HS) • • • ••• S •' •- • • : • :_:_:.. • • • • "X" WINDOWS TEST'R PaT F FTL -3587, FTL -3729 B. 5116" 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 "X" 26 WIDTH NEG POS 191/8 A -90.0 704 B,E -90.0 70.0 24 A -90.0 70.0 B,E -90.0 70.0 31 NEG POS -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 36 NEG POS -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0; ,70.0 38 3/8 NEG POS -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 43 NEG POS - 90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 48 50 5/8 261/2 30 32 34 36 37 A B,E A B,E A B,E A B,E A B,E A B,E -90.0 70.0 -90.0 70.0 -90.01 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 -75.0 70.0 -75.0 - 75.0 70.0 -75.0 - 75:0 70.0 -75.0 -75.0 70.0 -75.0 - 75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -90.0; 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0' 70.0 -87.4 70.0 -77.6 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 - 75.0 70.0 -70.4 70.0 -60.4 60.4. 70.0 -75.0 70.0 -75.0 r 70.0 -75.0 70.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 NEG - 90.0 - 90.0 - 90.0 - 90 :0 -83.6 -90.0 -68.4 - 90.0 - 61.8 - 90.0 -57.5 - 75.0 - 54.3 -75.0 -52.8 -75.0 POS 70.0. 70.0 70.0 70.0 70.0 70.0 68.4 70.0 61.8 70.0 57.5 70.0 54.3 70.0 52.8 70.0 NEG - 90.0 -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 POS 70.0 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 54 NEG POS -90.0 ' 70.0 -90.0 70.0 -90.0 70.0 57 60 65 •66 : : : 69 72. NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS -90.0 70.0 -90.0 70.0 -9U.0 M.0''.90.tt ptio •90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -99:0 :76.0 :90'0 ?0.0 ;� 0.0 70.0 -90.0 704 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 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 -75.4 70.0 -72.4 .70.0 -69.9 69.9 -67.8 67.8 - 66.2 66.2 - 65.0 65.0 -63.7 63.7 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -60.0 60.0 - 58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 - 49.8 49.8 -48.3 48.3 - 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 - 56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 -51.8 51.8 - 48.6 48.6 -45.2 45.2 -42.4 42.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -46.4 46.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) ALL 'X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH I -90.0170.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16"A,A90,3/16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. X 0 aseniptielb the POW Reese es Date: FIG 3125/03 Reese Syr F.K. Rated a: F.X. ey. F.K Drawn Revtslanp: ADD GLASS TYPE E TO TABLES 1 & 4 Date: 7110/03 Date: 6123/05 Rey C Revi D NO CHANGE THIS SHEET REVISE ANCHORS & ADD 76' HEIGHT OPTION Data: Chaded 12/17/02 Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1.2••••r Visibly Better PRESSURES- X CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT seiesetwert CA-740 ander NTS Sri 5 of /3 Drawing No 7045-8 Lucas A. Turner, P.E. PE #58201 Mechanical • • • •S. - a - • • • • ••• • • • • • ••• • • • , • ••• •.• • • • • • ••. • • ••• •• • • • COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORt: 0.3.45n, GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) •.• : ; • 0000 •xxn HEIGHT 26 31 36 38 318 43 48 50 5/8 54 57 60 63 WIDTH NEG POS NEG POS NEG POS N1U POS NtG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 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 43 • 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 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 70.0 531 /8 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 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 r 70.0 -69.6 69.6 - 65.2 65.2 - 63.0 63.0 -60.8 60.8 - 58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 r 68.4. - 63.9 63.9 - 60.0 60.0 - 58.5 58.5 -56.2 56.2 -53.4 53.4 64 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 1 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -85.5 ' 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 - 45.2 45.2 -42.4 42.4 72 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 42.2 -39.7 39.7 74 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 • •• • • • X X TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: 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) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH -75:0 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 WSW Ike SIMI, GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) ALL "XX ". SIZES UP TO 74" WIDE x 63" HIGH I -90.01 70.0 TABLE 5A "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH I -55.01 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rend By: Dale: Roved RY•' Date: Roved By: F.K. Date: 8!23/05 Revisions: D REVISE ANCHORS & ADD TABLES 76" HEIGHT OPTION Dawn By F.K. Dam: 12/17/02 Checked By. Data 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Desmlaemr PRESSURES - XX CONFIG. WINDOWS ra•: ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better seezitikat CA-740 Stab: NTS Shack 6 of 13 Baaring No. 7045 -8 V'2,,l %as Lucas A. Turner, P.E. PE #58201 Mechanical :. •• ••• • • • • ••• : • • • • • •• • COMPARATIVE ANALYSIS TABLE 6. "O" & "1/4-1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, 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,.090,3116"HS) E. 13/16" LAMI 1/8 "HS,3/8" SPACE 5/16° LAMI -W/ 1/8"HS .090 1/8"HS F.13/16" LAMI 1/8"A,AIR SPACE .7 /16" LAMI-WI 3116"A,.090,3/461 WIDTHS "O" "XOX" HEIGHT 28 31 38 38 3/8 43 48 50 5/8 54 • • 1,4605 • • • P. 7 67 •72 • : 76' , • • • POS NEC POS NEC POS NEG1 POS NEG(POS ' NEG fPOS • • 57 NEG POS NEG POS NEC POS NEG POS NEC POS NEC POS NEC POS NEC POS NEC 63 38 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 42.2 49.7 39.7 72 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 C,F -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 A -75.0 70.0 -76.0 70.0 %73.7 70.0 -67.9 67.9 -69.0 69:0 -52.8 52.8 , -49.9 49.9 74 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 65.0 -55.0 5 -46.4 46.4 -43.5 43.6 -41.1 41.1 - 38.6 38.8 • • 70.0 -75.0 70.0 -75.0 70.0 •- • B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 • • • ••• 1 • • • .x• • • 1 2 0 1 4 x • 55.4 : • • • • ;_;-• : • • 391/2 79 42 84 C F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A -75.0 70.0 -75.0 70.0 -67.8 67.8 - 62.1 62.1 - 55.7 55.7 -49.8 B,E -75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A - 76.0 70.0 -75.0 70.0 - 62.4 62.4 - 58.4 68.4 - 63.3 63.3 -56.4 70.0 -90.0 70.0 -90.0 70.0 -90.0 49.8 -46.9 46.9 - 43.6 43.6 -41.1 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 68.4 -53.4 53.4 - 50.0 50.0 . -46.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A - 75.0 70.0 -70.3 70.0 -58.0 58.0 - 54.6 54.8 - 59.3 59.3 -53.6 90 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 501/2 101 531/8 108 3/8 54 108 551/2 111 A -75.0 70.0 -65.0 65.0 -54.3 54.3 -51.1 51.1 -56.1 65.1 -51.4 70.0 -90.0 70.0 -90.0 70.0' -55. 55.0 - 55.0 55.0 41.1 - 38.6 38.6 -36.5 36.5 70.0 -75.0 70.0 -55.0 55.0 70.0 -87.4 70.0 -83.2 70.0 -55.0155.0 -55.01 55.0 46.9 - 44.3 44.3 -41.9 41.9 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 53.6 -50.9 50.9 -47.5 47.5 -44.7 70.0 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -84.5 70.0 -75.0 70.0 -75.0 70.0 -55.01 55.0 70.0 -79.7 70.0 -75.6 70.0 -55.0 55.0 -55.0 55.0 -55.0 55.0 70.0 -88.2 70.0 -81.8 70.0 -76.9 61.4 - 48.6 48.6 - 45.3 45.3 -42.6 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 ' 70.0 -75.0 70:0 75.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 A -75.0 70.0 -60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0' -90.0 70.0 -90.0 70.0 -81.2 A -75.0 70.0 -58.7 58.7 -48.7 , 48.7 - 45.4 46.4 - 50.0 60.0 -48.1 70.0 -80.9 70.0 - 75.0 70.0 -70.7 48.7 -46.9 46.9 -43.5 43.5 -41.3 70.0 -75.0 70.0 -75.0 70.0 -75.0 44.7 -42.1 42.1 - 39.7 39.7 70.0 -75.0 70.0 -75.0 70.0 70.0 -72.4 70.0 -89.2 69.2 - 55.0155.0 -55.01 55.0 42.6 -40.4 40.4 -38.4 38.4 70.0 -75.0 70.0; -75.0 70.0 70.0 -67.3 67.3 -64.1 64.1 - 55.0 55.0 - 55.0 55.0 41.3 - 39.2 39.2 -37.1 37.1 70.0 -75.0 70.0 -74.3 70.0 -55.01 55.0 - 53.2 53.2 70.0 -76.7 70.0 -70.3 70.0 - 66.8 66.8 -63.5 63.5 -60.5 60.5 - 55.0 55.0 -52.6 52.6 -49.6 49.6 46.1 - 44.2 44.2 -42.2 42.2 -40.1 B,E -76.0 70.0 -76.0 70.0 -75.0 70.0 ' -76.0 70.0 � -76.0 70.0 -76.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -76.4 A -75.0 70.0 -58.2 58.2 -47.9 47.9 -44.5 44.5 -49.1 49.1 -45.3 B,E -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.9 70.0 -75.0 A -76.0 70.0 . -57.1 57.1 - 48.4 46.4 - 43.3 43.3 -47.5 47.54-43.9 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -71.1 70.0 45.3 - 43.4 43.4 -41.9 41.9 -39.8 .5 66.5 -63.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.1 70.0 43.9 -42.2 42.2 -40.8 40.8 -39.1 -65.4 65.4 431.8 70.0 -75.0 70.0 -75.0 70.0 -76.0 40.1 -38.0 38.0 -36.2 36.2 70.0 -75.0 70.0 -72.4 70.0 63.0 -60.0 60.0 -57.3 57.3 -63.8 39.8 -37.6 37.6 - 35.9 35.9 70.0 -75.0 70.0 -71.8 70.0 81.8 - 59.1 59.1 - 56.4 56.4 -52.8 39.1, -37.2 37.2 - 35.4 35.4 70.0 -74.3 70.0 -70.8 70.0 63.8 -49.4 49.4 -462 48.2 52.8 -48.4 48.4 -452 45.2 57 114 C,F -90.0 70.0 -90.0, 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 " -72.5 A -75.0 70.0 -58.2 56.2 -44.8 44.8 -42.1 42.1 -48.2 482 . -42.5 70.0 -68:4 88.4 - 63.6 63.8 -80.1 1 -57.5 57.5 - 54.8 54.8 , -51.11 51.1 .- 46.8148.8 - 43.6143.6 42.5 -412 412 -39.8 39.8 -38.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.7 66.7 -61.8 61.8 -58.7 581/2 117 A -74.2 70.0 -55.0 55.0 -43.4 43.4 -40.9 40.9 - 44.8 44.8 -41.3 41.3 -40.2 40.2 -38.7 ' .38.7 -37.6 B,E -75.0 70.0 -75.0 70.0 . -75.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 C F -90:0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 60 120 A -72.9 70.0 -53.4 53.4 -42.2 42.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -80.0 70.0 -90.0 70.0 -90.0 70.0 69.0 -64.9 64.9 - 39.7 39.7 -43.5 43.5 -40.4 40.4 - 39.2 39.2 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 , 70.0 -90.0 70. -77.1 70.0 -87.3 67.3 -63.3 83.3 -60.4 60.4 -57.3 38.5 -36.7 36.7 - 34.8 34.8 70.0 -73.3 70.0 -69.6 69.6 68.7. -55.9 55.9 -53,2 532 -49.4 49.4 - 452 45.2 37.8 - 36.1 36.1 - 34.2 342 70.0 -72.2 70.0 -68.4 68.4, 67.3 - 64.6 54.6 -51.6 51.6 -47.8 47.8 - 43.6 43.6 47.6 37.6 -36.7 36.7 - 35.5 35.5 - 33.7 33.7 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 87.4 - 59.1 59.1 - 55.9 55.9 -53.0 -53.0 -60.0 50.0 -46.31 46.3 -42.81 42.8 TABLE 7. "0" & "1/41/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "0" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 63" HIGH I -90.01 70.0 TABLE 7A. "O" & "1/41/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -4607, FTL -4808 GLAZING OPTIONS: D. 7/16" LAMI (3/16"HS,.090,3/16"HS) G. 13/16" LAMI (1 /8"A,AIR SPACE, 7 /16" LAMI -WI 3/16"HS,.090,3/16 °HS) Q ALL "0" SIZES UP TO 60" WIDE x 76" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 76" HIGH I -55,01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR ©0 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. -42.6 42.6 -41.7 41.7 -40.81 40.8 Revw$y. new Revlsfona: F.K 3/28/03 8 ADD GLASS TYPE E TO TABLE 6 Rood Bp. F.K. Dam: 7 /10/03 gender Dam: F.1 6/23105 Revisions: C NO CHANGE THIS SHEET Revisions: D CHANGE ANCHORS AND ADD 76 "HT. OPTION Drawn ay: Dam: checked By F.K 12/17/02 Oslo 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 VL ihly Better PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS 77thr ALUMINUM CASEMENT WINDOW, IMPACT odeir Salk as* Masks N°. CA-740 NTS 7 13 7045 -8 Ron D ((:/2 Lucas A. Turner, P.E. PE #58201 Mechanical • • ••• ••••• • • • • • ... • • • • •• •• • • • • • • • ••• • • • • • ••• • • • • • • • • • .• •• ••• • • • • • • • _ • • COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTta3g8/ 1 1 GLAZING OPTION: A. 5/16" LAMI (118 "A,.090,1 /8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT • •• • ; °° 26 31 36 38 3/8 43 48 50 5/8 54 57 60 ••• : : 83 ;6! NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 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 72 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 70.0 491 /3 74 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 70.0 531/8 79 2/3 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 68.5 -67.5 67.5 58 84 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 90 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 -60.0 60.0 - 58.5 58.5 - 56.2 56.2 -53.4 53.4 64 96 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 67.333 101 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 -52.6 52.6 -49.4 49.4 - 45.9 45.9 -43.1 43.1 70.917 106 3/8 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 -48.9 48.9 - 45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 /0.0 -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 42.2 - 39.7 39.7 74 111 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. . "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: 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) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH F-75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -90.01 70.0 • - i s 1.• 1 1 3 3 '3 •: 0 X • X 0 0 X rieROSIXTIIIEVISEb TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/18" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/18"A,.090,3/16"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76' HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1-55.01 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revsd Br Data Revisions: F.IC 3/25/03 B ADD GLASS TYPE E TO TABLE 9 RevsdBy F.IC NO CHANGE THIS SHEET Dots 7110/03 Bale: 6/23/05 Revisions: C Revisions: D Bend By F.IC Dre m By Deal: F.K. 92/17/02 CHANGE ANCHORS AND ADD 76- HEIGHT OPTION Checked ey Dem: 1070 TECHNOLOGY DRIVE NOKOMIA FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS Visibly Better Tar ALUMINUM CASEMENT WINDOW, IMPACT 3e3e4sde8 3a sheet Drawing CA-740 NTS 8 d 13 7045-8 t Lucas A. Turner, P.E. PE #58201 Mechanical • • ••. • • • • .• • COMPARATIVE ANALYSIS TABLE GLAZING OPTIONS: . 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL- 3580,•FTI ;35 §2, FTL -3729, FTL -4607, FTL -4608 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. 13118" LAMI 1 /8 11S 3/8" SPACE,5 /18" LAMI -W/ 118 "HS,.0901 /8"HS F. 13/16" LAMI 1 /8" R SPACE 7/16" LAMI -W/ 3116" ..090 311; • • • ''• • " HEIGHT '.' •- •• '. WIDTHS 28 36 38 NEG 3/8 POS 43 NEG POS 48 NEG POE 50 NEG 5/8 POS 54 NEG POS 57 NEG POS 60 NEG POS 63 NEG POS 67 NEGIPOS 72 NEGIPOS 76 ' NEGIPOS "XOX" VENT FIXED NEG POS NEG POS 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70:0 -74.9 70.0 -64.9 64.9 - 60.8 60.6 - 58.1 58.1 - 56.1 56.1 -53.3 53.3 -50.5 50.5 •, : ! .. . •• •• ; •F • • :. BCE -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,F -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 -55.01 55.0 - 55.'55.0 ;55111"5.1.0; -55.01 55.0 86.919 24 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 - 44.1 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -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 -89.4 70.0 -85.2 70.0 -55.0' 55.0 -55.01 55.0 95.973 27 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 - 49.1 49.1 - 462 46.2 -43.6 43.6 -41.1 41.1 -55.01 55.0 -55.01 55.0 -55.01 55.0 42.973 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 70.01 C,F -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 -73.1 108.849 30 48.649 A -75.0 70.0 -53.5 53.5 - 50.4 50.4 - 54.5 54.5 -50.7 50.7 -482 48.2 - 44.9 44.9 -42.0 42.0 - 40.1 40.1 -36.0 38.0 -55.01 55.0 -52.21 52.2 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 C F -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 66.3 -63.1 63.1 -55.01 55.0 115.892 ,moo 32 51.892 A -75.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 54.3 -47.4 47.4 - 45.5 45.5 -42.7 42.7 -40.7 40.7 - 38.6 38.6 46.6 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 F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.8 70.0 -732 70.0 - 68.3 68.3 - 64.6 64.8 -61.4 61.4 - 58.8 58.8 -55.0 55.0 - 50.9 50.9 -47.7 47.7 122 � . 33.687 A -75.0 70.0 -47.3 47.3 -44.0 44.0 - 48.4 48.4 -44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 -47.7 47.7 - 44.6 44.6 54.827 B,E -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 -85.8 70.0 70.0 -75.0 -74.0 70.0 70.0 -75.0 -69.4; 70.0 69.4 -75.0 1 - 64.7 70.0 64.7 -75.0 -61.0 70.0 61.0 -74.94 -58.4 70.0 58.4 -71.4 , -55.7 70.0 55.7 -52.11 52.1 CC F -90.0 90 70.0 -90.0 70.0 -90.0 70.0 123.135 34 55.135 A -75.0 70 0 - 48.8 48.8 -43.6 43.8 -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 -74.8 70.0 _ -71.0 70.0 C F -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 -80.5 60.5 -57.9 57.9 -55.2 552 -51.5 51.5 -47.2 47.2 - 44.0 44.0 126.000 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 -41.8 41.6 - 402 40.2 - 38.7.38.7 - 36.9 36.9 -35.0 35.0 B,E -75.0 70.0 -75.01 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 70.0 -70.1: 70.0 C,F -90.0' 70.0 -90.01 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 - 67.3 67.3 --62.5 62.5 -592 59.2 -56.5 56.5 -53.8 53.8 -50.11 50.1 -45.81 45.8 -43.01 43.0 130 35.896 A -74.4 70.0 -43.8 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 -36.2 362 _ - 34.3 34.3 58.209 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 F - 90.0 70.0 -90.0 -70.0 -90.0 70.0 -79.9 70.0 - 69.3'69.3 -65.3 65.3 - 80.6 60.6 -57.6 57.6 - 54.7 54.7 -51.9 51.9 - 48.1 48.1 -43.9 43.9 41.9 41.9 130.378 ® 36 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 36.1 -34.3 34.3 - 41.8141.8 58.378 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.04-75.0 .70.0 -75.0 70.0 -72.3 70.0 , - 68.5 68.5 C,F -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 - 48.0148.0 -43.8143.8 134 37 A -72.9 70.0 -422 42.2 - 39.7 39.7 - 43.5 43.5 -40.4 40.4 -30.2 392 -37.7 37.7 - 36.7 36.7 -35.5 35.5 - 33.7 33.7 -40.81 40.8 60 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,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 83.3 -59.1 59.1 - 55.9 55.9 - 53.0 53.0 -50.0 50.0 -46.31 46.3 - 42.8142.8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & '9COX" UNEQUAL UTE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3116"HS) ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH -90.0 70.0 TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: D. 7/16" LAMI 3/16"HS,.090,3/18 "HS G. 13/16" LAMI 1/8" ' IR SPACE, 7/16" LAMI -W/ 3116 "HS .090,3/16"HS ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH -55.0 55.0 A NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALL NG WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. .• • • • ••X .• • • • • • • • • • • • • • • 0 x UNEQUAL LITES •• •• • •• • • 'SC 0 UNEQUAL LITES Q x UNEQUAL UTES ramp. REVISED with the IWO sa 11 per. F.K Readily: notelog F.K F.K Dismay: F.IG D. 3/25/03 oere: 7/10103 612• 3,• V5 fade: 12117/02 B ADD GLASS TYPE E TO TABLE 11 mwom C NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76 "HEIGHT OPTION awaked 13y: Re&: D 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1829 NOKOMIS, FL 34274 PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better sen CA-740 NTS street 9 13 Orweng No. 7045 -8 Lucas A. Turner, P.E. PE #58201 Mechanical REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A :• .• ••• • • : • • • . • •• •• •. • FF ENCI; "" & "XOX" FRAME ASSEMBLY DefAIL, SHEET 11 A •• eir 11 7 • AUL 0 al 41-G_ •• • • •� • • ••• ••• •• . • • : • • •• • •• ;•••.; 1 1 MAX. VENT DAYLIGHT ® OPENING (SEE SHT. 3) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX • • ••• ••• z- REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 A Orli) Ili J MAX. VENT II DAYLIGHT OPENING --i (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX lA3Iucr REVISED C 111110spiring via do nine adlies MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) ww MAX. VENT 0 DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT tea: F.K. "Rend er F.K. F 1L Date: 7/10/03 Date: 8/23/05 Date: 12/17/02 Revisions: C Revisions: D 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 CdienlaedBy: CKG 8H7 NO. REF. AND ADD ITEM 89 Date: P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ALUMINUM CASEMENT WINDOW, IMPACT SeltailModat Scala: Sheer tzenaallo. CA-740 NTS 10 or 13 70458 1 Vr2r /dr Lucas A. Turner, P.E. PE #58201 Mechanical FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME 'ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL Tj1.376" .095 "I. • • ••• •• •• • •'• :• •, ••• :44 • • • • • •• • ••• • tfil +a • • • • • • • • • • • • • • • • • • CASEMENT BACKil B1 LA E:.::, . 'fl62" MAIL: 6063 =�'6 ' ••• • • ••• ww''• DWG# 7071 _,_.,p .434" 2.854" .062" NOM. 1.159" -f-- --- 2.139" —► SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 3.544" .062" NOM. 2.784" FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A 2.919" L2.784"� FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A relIcritevate Rased Br Data: F.K 3/25/03 Road By. Dam: , F.K. 7/10/03 Recedes Dam: F.K. 6/23/05 Dnawn BY Dam: F.K 92/97/02 Revisions: B NO CHANGE THIS SHEET Revisions: C NO CHANGE THIS SHEET Revisdanat D ADD ITEM 89 Chaabed By Dam 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Eradatetadaa saws: Shank Dewing No. Raw C4 -740 NTS 11 of 13 7045 -8 D II!29 /v5r Lucas A. Fume, P.E. PE #58201 Mechanical • • ••. :•••• • • • • !•_•: •;•. PARTS LIST ITEM DWG# POT. # DESCRIPTION 7002A 2 1155 '781PQA MAIN FRAME - HEAD SILL & JAMBS #8 X 1 QUAD PH SMS 3 7008 FRAME CORNER KEY 4 1/2"X1/2 "X1/8" CLOSED -CELL FOAM TAPE 5 7003A SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 SASH CORNER KEY 9 7024 10 7026 MAXIM MULTI -POINT LOCK , LACK SUPPORT PLATE 11 #10-24 X .562 PH. PN. TYPE F 12 7014 13 1157 78X78PPSMS MULTI-LOCK KEEPER (R.H. & L.H.) #8 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8 -32 X .375 PH. PN. TYPE B 21 7032 22 7858ZA STUD BRACKET (L.H. & R.H.) #8 X 5/8" FLT. PHL SMS 23 7033 24 7022 OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 25 7023 26 710x12FP 12" HINGE (HEAVY DUTY) #10 X .500 PIL PHL. 30 5/16" LAMINATED (1/8A & 1/8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/8118 & 1/8118 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3/16115 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/16HS & 3/16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16 ") 41 7042 GLAZING BEAD (7/16 ") 43 1224 6TP247 44 45 46 VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899, 995 OR EQUIV. PARABOND 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B #8 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 712X1PPT #12 X 1" PH. PHIL. TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE mar Revisd By: AIG FX. Revsd BY; F.K . Om,,, 8y: F.K. PARTS LIST CONT.' • •e• : :: • 2 ITEM DWG # PGT. # DESCRIPTION ' • 73 7025 MAXIM SINGLE LOCK - • • .. • 74 7016 SINGLE LOCK KEEPER • ■ • ` . • • • • • „S. ••• 75 70834A #8 X .750 QUAD PN SMS '. • • : • • • ' : : _ • - 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMS • •. • : 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY • "• : • • •• 83 7007 INSTALLATION HOLE COVER • • •: : .1 ` • :• • 85 7047 67407 GLAZING BEAD (13/16" LG.) • • ; . '. • 1 • • • 13/16" I.G. GLASS (1 /8 "HS, AIR SPACE, 5/16 "LAM1) 5/16" CAM_ ' • (2) L1TES OF 1/8"HS GLASS WITH AN.090 INTERIAYER - SOU MA OR DUPONT PVB 87 13/16" LG. GLASS (1/8"HS, AIR SPACE, 7/161.A111) 7/16" LAMI = 3/16A & 3/16HS GLASS WITH AN.090 INTERLAYER = SOLUTIA OR DUPONT PVB 88 13/16" LG. GLASS (1 /8 "HS, AIR SPACE, 7 /16"LAMI) 7/16" LAME = 3/16118 & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PI ATP, (SEE NOTE 4, SHEET 13) A .706" .050" [arrL .865" 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" --1 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" - - 1.000" .423" - �-•- CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 '993" 1Tr .289 " .040"-- -'t5-- .172" .870" 11:1 .050" .569" 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125" .062" - 1.124" .093" CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 2.701 rd r; idirtiOnly i: Ali f1 3/25/03 Derr 7/10/03 B Rev: C ADD 93/18' I.G. GLASS & GLAZING BEAD NO CHANGE THIS SHEET Date: 81'13/05 D. ADD EQUKI/. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 Dais; Ch•dked By: Date: 1070 TECHNOLOGY DRIVE NOKOMI.^a, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PARTS LIST & EXTRUSIONS r ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better S CA-740 setae NTS Shoat 12 of 13 7045 -8 ((/21/x4 Lucas A. Turner, P.E. PE 9201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r_ ASEE NOTE 2 1 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A lx WOOD BUCK (SEE NOTE 3) 114" MAX. SHIM ASEE NOTE 1 SEE NOTE 4 1/4" MAX. SHIM A SEE NOTE 1 • Ilgl I111?1E.11 lill- lilllllRllll i 1 1/4" MIN. A 2x WOOD BUCK (SEE NOTE 3) 1/4 "MAX, SHIM ---1 {�-- A SEE NOTE 2 I SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK :,ii 11111 llkllllll 111,1► 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 • .... i • ; •,s •o • • • A 1x WOOD BI)CK• "• • -.(SEk NOTE 3) 114 1t�lA�C. 0-IIRa •„ • n . • • • ••• •o• • • SEE NOTE 4 A SEE NOTE 1 • • • •S••••••�•• ail • 1004( - iiir...: 11 d4H1 SEE NOTE 4 11/2' MIN. , FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A SEE NOTE 4 J11'4»L MIN. FIXED UNIT FRAME TO CONCRETE • •. V •■ 11/4 "� MIN. FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK, NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 114" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. mkt rte: 3/25103 8 NO CHANGE THIS SHEET Rand By: FIG Rand Dahr RIC 7/10/03 8y: Dare: F.K. 6/23/05 Dawn er• Dale: F.K. 12/17102 Raviatans: C (> D Checked 8y: NO CHANGE THIS SHEET REVISE NOTES AND REMOVE NW TAPCONS & #14 SCREWS Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1829 NOKOMIS, FL 34274 Visibly Better ANCHORAGE DETAILS 11111111NCI MUM ALUMINUM CASEMENT WINDOW, IMPACT SerlaslAdarlak CA-740 &ale: NTS Shoat 13 of 13 towing No. 7045 -8 A Ivs(7rte"" Lucas A. Tumor, P.E. PE #58201 Mechanical