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WS-10-2190I Scheduled Inspection Date: March 16, 2011 Inspector: Rodriguez, Jorge Owner: CONDO, SHORES PLAZA EAST Job Address: 723 NE 91 Street BLDG C Miami Shores, FL Project: <NONE> Contractor: SOUTH FLORIDA IMPACT WINDOWS Building Department Comments March 15, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 154187 Permit Number: WS -12 -10 -2190 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 113206044001 Phone: (305)668 -8805 INSTALLATION OF 26 WINDOWS AND 1 DOOR IMPACT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 13 of 35 S 4V 4' .su Termae TEGTURA Ida 33155 VE__ 786) 547-9401 El ULTANT suarezeng.com ng.co�n January 24, 2010 Miami Shores Village Building Department 10050 Northeast 2 Avenue Miami Shores, FL 33138 Tel: (305) 795 -2204 RE: Permit #12 -10 -2194 725 NE 91 Street Miami Shores, Florida 33138 Dear Mr. Inspector: This letter is to confirm that hydraulic cement is ideal for use when filling the gap between an existing concrete precast sill/buck and the remaining space adjacent to the new window. This product for the following application is acceptable and I have no exception with its use when handled in accordance with the manufacturer's recommendation. Sincerely, Eduardo A. Suarez, PE License PE64759 BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village o C TAI Building Department OEe ^I 4 2010 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY: INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. 110 Value fWork f th Permit: $ )`�� a ue o or this Master Permit No. Permit Type: BUILDING L_ ,I ~� �y OWNER: Name (Fee Simple Titlehold r ):` reS " 6-+A N C� � Phon #: � ! —IO b q Address: 4 NE ci d . City: 1 A Nt' 5 IL> C e S, State: C t— Zip: - 13 8 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 72,5 NE c -5� -ree 6 %%C.:1 City: Miami Shores County: Miami Dade Zip: •-A Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRAC I Company Name: ��E.0 t V1 I . - a I"J " C» /d Phone #: 1O Address: °'1 ���� 1 b v`° ALA. ' ., / City: ✓�1 6_ Zip: 3 5 1 Qualifier Name: �� -{A.AllAk"...- 3 6. Phone #: (.9 r� State Certification or R ,gistration #: sex.-- f 311 "l'9 4 l I Certificate of Competency #: Contact Phone #: 2� k (o ffSS Email address: DESIGNER: Architect/Engineer: Square/Linear Footage of Work: Phone #: Type of Work: ❑Address '®Alteration UNew ❑Repair/Replace ❑Demolition Description of Work: 1n.J _ftb. I COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * *** ** Submittal Fee $ Permit Fee $ / `/ 0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $400 ok® TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Y 1 J Bonding Company's Address City State Zip MortgAge Lender's Name (if applicable) 1Vl eider s Act s . ►, . � a City �' a o aY 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 ab •nce of such posted notice, the inspection will not be approved and a reinspection fee wil . e charged. Signature NOT Sign: Print: My Commi sion Expires: APPROVED BY PUBLIC: Owner or Agent The fo oing in meat was ac o ledg b .e me this I The foreg ing instrument was acknowledged before me this day of J , 20 ) (), by �!1� �1� s7 ,' day of - , 20 10 b who is personally known o mP r who has produced As identification and who did take an oath. I (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Signature who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Contractor ` 4 ^ : •z4• .'�:ao•, �Y VIA BA Augusl ss on D 687047 r„ g 8 2011 ".4o i h�'' Bonded TnrI Troy Fain Ins urance 800 .385.7019 eh* kshkkk4: YkkRxa'roh:h4ek nhkkkk ,Yetot* 4t' i .: ** ***kk1e,Y4r,Y,@,koY,t ****: ***kk**kde* aY4e4r3c4e***k'u4c,k3e** hoe &oY*4r4e**4cx9e4r,ti•Q*** •':ac se' Plans Examiner Zoning Structural Review Clerk BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 •SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 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 Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov /buildingcode NOA No. 08-0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Re . No. FTL 3587 dated 10/8/02, signed and sealed by Jo - . h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 0: .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex JUG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05 1129.11, issued to PGT Industries for th -'r 'es C -740 Aluminum Casement Window — L.M.I., approved • l 0 / 3/06, exp' jts : • ' ) 5/22/08. E -2 Manuel P Product Contro P.E. finer NOA No. I : ; 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ 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 W/ 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 .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® 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 0 X 0 X 0 X CONFIGURATIONS OPTIONS X 0 X x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES 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 4.4 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. £4. ANCHORAGE: THE 331/3% 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. 141/2" 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. £7. REFERENCE TEST REPORTS: FTL- 3580, FTL- 3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 PRODUCT 00hISME0 as com;ay;. +g •.v sF ant 'areas R %MIi s d °s 'Ladd Con (72,1/4 5` N 09Y F.K. R..-9y. F.K. Rene,. F.K. Ca 3/25/03 bale. 7/10/03 oae 6/23/05 Read"": B Rettlsbnx RMe!"ec Orwm By Om: CMa*sCsj. Oa": F.K. 12/17/02 ADD 13/16 1.G. & MOVE GLAZING DETAILS TO SHEET2 NO CHANGE THIS SHEET ADD 76 HT., GLASS TYPES FAND G. REVISE ANCHORAGE. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. oOX 1529 NOKO.6IIS. FL 34274 P Visibly Better NOTES AND TABLE OF CONTENTS T. ALUMINUM CASEMENT WINDOW, IMPACT sak"awess CA-740 NTS Shea' mat 1 m 13 I 7045 -8 Rev D Lucas A. Tamer, P.E PE 158201 Mechanical Rosa y F.K. Raa0"r. F.K Read6 F.K 0+216,,8) F.K. A 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 3125/03 ewe 7/10/03 pate: 6/23/05 X5/03 32 B Re."vor 5/16" LAMINATED GLAZING DETAIL 7/16" LAMINATED GLAZING DETAIL REDRAW GLAZING DETAILS & ADD 13/16 NO CHANGE THIS SHEET .090 PVB INTERLAYER F - - 1/8° HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE .090 PVB INTERLAYER 3/16° HEAT r STRENGTHENED GLASS .65° NOM. GLASS BITE Rotor D ADD 13/16' LAM! I.G. VV/ 7/167.A6418 CORRECT 5/16° LAM! DETAIL ti"asd0 pal 108 NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 1070 TECHNOLOGY NOK2 5 �-'- NOKOMlS, 30275 P.O. BOX 1629 NOKOMIS, FL 34274 visibly Better 13/16° CA-745 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS h-- 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL GLAZING DETAILS 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS rme ALUMINUM CASEMENT WINDOW, IMPACT scar NTS .65° NOM. GLASS BITE I t—Mu 2 a 73 I 7045 -8 10 IMMO *Usk PLrid® PROIrL;r ; .7. .`1::: 1616 1616 Luce. A. Tumor, P.O. PE 958201 Mechanical CENTERLINE 1 1/2" F.K. er Revs, By F.K Rev, By F .K. Drawn MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) Dale 3/25/03 7/1 0103 13" MAX. O.C. 1 4" MAX. I 4" MAX. C — 1/2" Revison ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 37" MAX. VENT TYP. CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS Dale Nevis. 6/23/05 D CHANGE MAX. HT. TO 76" AND MAX. DLO TO 69" cnecken By. Dale. Dale 12/17/02 4" MAX. -- ANCHOR LOCATION TYP. 30" MAX. 53" MAX. —DAYLIGHT DAYLIGHT OPENING OPENING O -- 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH I I T- 1 13" MAX. O.C. — 60" MAX. FIXED 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 DENOTES HINGE LOCATION AT HEAD & SILL OF "X"' PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 — -~ -- SEE MID -SPAN ANCHOR DETAIL TYP. (2) 1 13" MAX. O.C. f 1 4" MAX. 30" MAX. DAYLIGHT OPENING ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES 4" MAX. A 69" MAX. DAYLIGHT OPENING 14 1/2" MAX. O.C. TYP. ELEVATION "B " - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 0 76" MAX. HEIGHT 74" MAX. WIDTH 30" MAX. —DAYLIGHT OPENING I � N X - / SEE MEETING _ RAH/DETAIL I T (2) 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) OPSCOM "XX" & 'XOX" ELEVATIONS Tele ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS 3 a' 13 7045 -8 A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT PROSU r REVNiaO Z •19eir Q • —1 2401 .V®Prpf PROD47 (7F GtGIJI7WS:S on corr.: Bi', Nita Divi <_ A I I / // Lucas A. Turner. P E- PE #58201 Mechanical 1 1 013 Revstl By bale: F.K 3/25/03 Revstl Hy: FE. Revs0 by. F.K. -- HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL O de 6/23/05 Odle 7/10/03 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY B C". ". R Wes DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 1 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 4" MAX. 13" MAX. — O.C. 4" MAX. 4" MAX.-- CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL & HINGE LOCATION NOTES CHANGE MAX HT. TO 76" AND MAX. DLO TO 69' --37" MAX. WIDTH 30" MAX. DAYLIGHT — OPENING 69" MAX. DAYLIGHT OPENING 4" MAX. —I ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) P.O. BOX 1529 14 1/2' MAX. O.C. 97" MAX. WIDTH 30" MAX. -- DAYLIGHT OPENING 76" MAX. HEIGHT 53" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) I- I 13" MAX. O.C. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 r T 13" MAX.- O.C. 4" MAX 4" MAX.-1 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING — I 13" MAX. O.C. ELEVATION "E" - "O" (SEE SHEET 7 FOR PRESSURES) 0 69" MAX. DAYLIGHT = OPENING NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 0 76" MAX. HEIGHT NTS aM 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) —37" MAX. VENT -- 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) ram "X ", "O" 'XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT r w.g A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT t`N' 2pev aFlo-ldxyh, 07 pse p y r: ervd'nliae: FWiciL :1�; . . 11 Ear _. ' ►.f�vlt� By xai Thus "H Lucas A. Turner, P.E. Brawn by: bare beck. BY bale: F.K. 12/17/02 F.K. NOKOMIS, FL 34274 Vcj4B}ybie.Berr CA -740 w 13 7045 -8 PE #58201 Mechanical e i ; 1 / / P -- _ - | ` -A Revstl By bale: F.K 3/25/03 Revstl Hy: FE. Revs0 by. F.K. -- HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL O de 6/23/05 Odle 7/10/03 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY B C". ". R Wes DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 1 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 4" MAX. 13" MAX. — O.C. 4" MAX. 4" MAX.-- CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL & HINGE LOCATION NOTES CHANGE MAX HT. TO 76" AND MAX. DLO TO 69' --37" MAX. WIDTH 30" MAX. DAYLIGHT — OPENING 69" MAX. DAYLIGHT OPENING 4" MAX. —I ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) P.O. BOX 1529 14 1/2' MAX. O.C. 97" MAX. WIDTH 30" MAX. -- DAYLIGHT OPENING 76" MAX. HEIGHT 53" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) I- I 13" MAX. O.C. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 r T 13" MAX.- O.C. 4" MAX 4" MAX.-1 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING — I 13" MAX. O.C. ELEVATION "E" - "O" (SEE SHEET 7 FOR PRESSURES) 0 69" MAX. DAYLIGHT = OPENING NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 0 76" MAX. HEIGHT NTS aM 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) —37" MAX. VENT -- 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) ram "X ", "O" 'XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT r w.g A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT t`N' 2pev aFlo-ldxyh, 07 pse p y r: ervd'nliae: FWiciL :1�; . . 11 Ear _. ' ►.f�vlt� By xai Thus "H Lucas A. Turner, P.E. Brawn by: bare beck. BY bale: F.K. 12/17/02 F.K. NOKOMIS, FL 34274 Vcj4B}ybie.Berr CA -740 w 13 7045 -8 PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) • E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19118 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -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 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26 1/2 A -90.0 70.0 ' -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 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 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 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 -51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 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 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 34 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 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 B,E A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 -60.4 70.0 60.4 -75.0 -54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 -44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 r . b s y Ia° a a` two. AORAIIM .10"' 12 1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 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 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 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 1 -90.0 70.0 PRODUCT RPM Ei'JED as somplyiaz with the tleridx %aiding Cc1z Accciatza444 Nss IV; Y Es. irsii,n; C;s2e iMM/I a13 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/ 3116 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 By ii i � ...:..�:�lfi _ ' imam r „, P rudact Con i , )ivis +n NOTES: Qo >( 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. l V49 Lucas A. Turner, P. E. PE 858201 Mechanical Revs, By: F.K. Dalo: .3 ioeu. B ADD GLASS TYPE Ero TABLES 1s 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PAG - BBOBB T PRESSURES- XCONFIG. WINDOWS ALUMINUM CASEMENT WINDOW IMPACT RevS0 K. By F wte• 7/10/03 Rensiav: C NO CHANGE THIS SHEET Revs By F.K. O81P 6/23/05 D "^ b ^° REVISE ANCHORS A ADD 76" HEIGHT OPTION o aw^ey F.K. nal" 12/17/02 r .^w,oeay Hare V - sib/ Better s C -740 r '" NTS s ., ° M oa n:.IN 5 al 13 7045 -8 °" R D NOTES: Qo 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIG SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED R., Sy: Reva4 Sy. F.K. Oele: 6/23/05 Ren"K", 0 REVISE ANCHORS & ADD TABLES 76" HEIGHT OPTION COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) WIDTH 37 43 48 A A A A A A 74 . A 53 1/8 57 60 64 68 72 A A A HEIGHT 36 NEG POS 26 NEG POS -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 70.0 31 NEG POS -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 - 75.0 - 75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 - 75.0 -75.0 -75.0 - 75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -73.7 70.0 38 3/8 NEG POS -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 -67.9 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 43 NEG POS -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -59.0 54 NEG POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -65.5 65.5 -60.4 60.4 59.0 48 NEG POS -75.0 -75.0 -75.0 -75.0 -74.4 -68.4 -61.8 -57.5 -54.3 -52.8 70.0 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 52.8 50 5/8 NEG POS -75.0 -75.0 -75.0 -75.0 -69.6 -63.9 -58.9 -54.9 -51.1 -49.9 70.0 70.0 70.0 70.0 69.6 63.9 58.9 54.9 51.1 49.9 - 75.0 -75.0 -75.0 -75.0 -65.2 -60.0 -56.1 - 51.8 -47.9 70.0 70.0 70.0 70.0 65.2 60.0 56.1 57 NEG POS - 75.0 -75.0 -75.0 -72.1 -63.0 -58.5 -53.8 -48.6 -44.8 70.0 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 -46.4 46.4 -43.5 43.5 , -41.1 60 NEG POS - 75.0 -75.0 -75.0 -69.5 -60.8 -56.2 -50.4 -45.2 -42.2 70.0 70.0 70.0 69.5 60.8 56.2 50.4 45.2 42.2 63 NEG POS -75.0 -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 -42.4 -39.7 70.0 70.0 70.0 67.5 58.0 53.4 47.7 51.8 47.9 42.4 39.7 41.1 -38.6 38.6 F.K 12/17/02 S S) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH I -90.0 I 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 1 -55.0 1 55.0 N PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR TO 69.6 P.S.F. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PT Visibly Better TEST REPORTS: FTL -3582, FTL -3729 ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 75.0 70.0 PRESSURES- XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT ,nearnroeel: Sul.: Shaw Of CA -740 NTS 6 el 13 9" 7045 -8 X X PRIDKPCT he Matra the F aerapirea CTi- 112.91 PRODUCT RENEWED #5 arnely r6'IId the PIUrIQR !Afl #7oO CcLe Assuptruc7. 1i69 P. .Arai,._ Eat By Mtem Product Co Lucas A. 1 urner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 6 TABLE 7A. Revs a By: Dale: F.K. 3/25/03 Revs0 (Re, „wn ay C F.K. 12/17/02 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1/8 "HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE, 5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) HEIGHT C 26 31 36 38 3/8 43 48 50 5/8 54 NEG POS NEG PDS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS NEGIPOS 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 A 36 72 B,E • 70.0 • 70.0 • 70.0 • 70.0 • 70.0 r 700 r 70 • 75 • 70 • • 70.0 • 70.0 • 70 r -90.0 • • • • -90.0 r • • 90.0 ; ; • • • • • • •: ; • 59.0 -90.0 70.0 • : • • •. r • • • • • • • • • • • • • • • . -55.01 55.0 -55.01 55.0 -55.01 55.0 52.8 49.9 49 9 57 114 •• 75.0 70 •70.0 A 76 0 70 r 56 2 56.2 42.1 I rN -42 5 • • ® 70.0 •• 75.0 70 • 75 0 O 75 0 r • ® 57.1 �46A -43.3 43.3 -47 5 47 5 43 9 43.0 �40.8 39.1 39 1 ® ®-35.4 35.4 55 1/2 111 E 7 i 70 • 75 0 • r ®i 70.0 ®i 70.0 75.0 70.0 ®i 70.0 • • 75.0 70.0 75.0 70.0 74 3 70 • ®i . 70.0 ®74 • r • •r • r U, • •• •••�•rr� • • no 75.0 70.0 •• • 49.8 ; ••• •r • no 75.0 55.01 55 - 55.0155.0 •• r MD • • • • •r •• • • rr rr r •r r • • •• r• r• •• - 55.0155.0 - 391/2 79 • M.0 75B MB • 70 • r 70.0 • 70.0 75.0 70.0 75 r M • 75 • 70.0 75.0 70.0 75D • • 75 r • • • •r• no •r• n.o •r• M • ••• 70.0 •rr r• ••• 70.0 ••• •r •aa 70.0 ••• 70.0 87.4 M • 83 2 M • - 55.0155.0 - 55.0155.0 - 55.0155.0 • • 70.0 75.0 as 56.4 50.0 •• �� : • r • • r • r • • r no • • 70D • •• r • • 70.0 • no • • • • • 70D 75.0 no 75 • 70.0 • •r• 70.0 ••• 70 • •r• M • ••r MB ••• M.0 •r• 70.0 •r• MB '•• M.0 a4.5 •• 79.7 n • 75 6 M • - 55.0155.0 - 55.0155.0 - 55.0155.0 • • MD 70.3 no 58 r 58 • 53.6 50 9 50 • 45 90 • no 75.0 70.0 75 • M • 75D as • •r • 70.0 75 • M • • M r • •r r •• 75 • 70D • •r• r• •r• n • 90 M • ••• 70D ••• n.o •aa 70.0 88 2 70 • •• 76.9 •• 72.4 •• 69 2 69.2 55.0155.0 - 55.0155.0 - 55.0155.0 • r MD 65.0 65 r 51.4 • • 4 38.4 �� • • • • • • • r • • • • • • • • 70.0 • • • • • r r • • • r • • • • • • • ••• MD ••r 70 • 90 0 70 • •• M.0 •rr 70.0 :.• 70.0 :• 9 MO 75D •• 70.7 •• 64 1 55.0155.0 - 55.0155.0 - 53.2153.2 • r 70D .• : 60 : 48.7 50 1/2 ®i • • • • 75 • M • • MO 75D 70.0 75D • • 75 r 70.0 • r r 75D 70.0 75.0 M • 75 r 70 • 74.3 70.0 53 1/8 • • • •• ••• • ••• •r ••• •r ••• • r r •• • • ••• r ® 46.1 70.0- •• a •r • ®... . .a i®i�� 49.6 49.6 r • • r •. • •• r rr • r• • r• r •r r 70.0 • •r • • • •• • •r r• • •• • •• •r •r •• •• •• •• •• • • •• •• 49 4 49.4 �� • r ��������� 45.3 70.0 ���������� -53.8 53.8 CF • • • 70 • • • r 70.0 • • • 70.0 • • • 70.0 86.9 70 • 75 0 70.0 • • 65.4 65.4 161 8 6 8 59 1 59 1 -56.4 56.4_52.8152.8 48 4 48.4 • • 70 r 75.0 70.0 75.0 70.0 • •• • 70 • -90.0 70.0 •• • 70.0 •r • 70.0 81 8 70 • r 7 70.0 66.7 -61.8 61 8 58 7 58 7 -55 9 55.9 ®® • •• Rene on B ADD GLASS TYPE TO TABLE6 NO CHANGE THIS SHEET Colo FK CHANGE ANCHORS ANO ADD 76" HT. OPTION "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582 FTL -3729, FTL -4607, FTL -4608 42 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better 57 70 60 63 44.8 -42.2 42.2 -39.7 39 7 ��� '�-41.3 41.3 ���38.7 ���36 1 �34.2 58 1/2 117 TABLE 7. "0" & "1/4- 1/2 -1/4 XOX' WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3116 "HS,.090,3 /16 "HS) ALL "0" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "1 /41/2 -1 /4 XOX" SIZES UP TO 120" WIDE x 63" HIGH I - 90.0] 70.0 67 -49.41 49.4 72 - 51.11 51.1 46 8 46.8 0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) G. 13/16" LAMI (1 /6'A,AIR SPACE,7 /16" LAMI -W/ 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 1 -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 pQ 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 76 -46.2 46.2 -45.21 45.2 -43.61 43.6 - 42.6142.6 1J r • ICEI 70.0 ED IKE ®i 70.0 earusmain 70.0 -75-0 11131623811113:11111 90.0 IMO - 90.0 • • -90.0 EMI -90.0 • • • • -69.0 69D EC CID ECIIEICXI® ®CE1 112001111 nom MEMO EE17 • r 11EM1NEI IMEIIMEI EEO ES 103L®Ell 40.4 DEM E23 19331331:111E311101 EEO EMI MEN 60 120 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 - 46.3146.3 - 42.8142.8 - 40.8140.8 PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Rey CA -740 NTS1 7 e 13 7045 -8 D 4 x 1 2 O 4 X 0 Lucas A. Turner, P.E. PE #58201 Mechanical PRODUCT RENEWED us complying with the Plod& 9niJing Cede Acceptance No E ieatisa Dale By Mont Uivir. n di 'a Je Prudoct Co )3 COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 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 53 1/8 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 69.5 -67.5 67.5 56 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 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 74 111 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 -4.6.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9 TABLE 10A. Raved Re F.K. ar F.K Dawn By F.K. Dale' 3/25/03 Dale 7/10/03 ate 6/23/05 Rafe 12/17/02 GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16 Rev on. B I C Rev 0 Gleekeel 8 NO CHANGE THIS SHEET 'XO' or & "1/3- 1/3- 1 /3XOX" WINDOWS LAMI /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 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 1:57177 "XO" or "OX" & "1/3- 1/3 -1/3 XOX" 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 "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 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 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. ADD GLASS TYPE E TO TABLE 9 CHANGE ANCHORS AND ADD 76" HEIGHT OPTION Oak 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 TEST REPORTS: FTL -3582, FTL -3729 aaw, y ro NTS : 8 w 13 7045 -8 70.0 1 3 X 1 3 0 X X 0 0 X PRODUCT RENEWED as cue?rp!ying with the Ficei:l; SIIiMeg /2c Q AcD,TAr'IL Na.Q _ 4 Esipiri ;'sL L Lucas A. Turner, P.E. PE #58201 Mechanical TABLE 12. "XO" or "OX & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3 /16 "HS /16 "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 I -90.0 70.0 COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607, FTL -4608 "XOX" VENT FIXED 69.264 86.919 95.973 108.649 115.892 122 123.135 126.000 130 130.378 134 TABLE 12A GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16"A,.090,3/16"HS) - E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) F. 13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) HEIGHT WIDTHS 19.125 24 27 30 32 33.68 34 34.791 35.896 36 37 31.014 38.919 42.973 48.649 51.892 54.627 55.135 56.418 58.209 58.378 60 A B,E C,F 70.0 70.0 70.0 -75.0 -75.0 -90.0 A B,E C,F B,E C,F B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F B,E C,F A B,E 26 NEG POS 38 3/8 NEG POS -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -90.0 -75.0 -75.0 -44.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -90.0 -72.9 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 NEG POS -75.0 -75.0 -90.0 -69.1 -75.0 -90.0 -60.5 -75.0 -90.0 -53.5 -75.0 -90,0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 -46.8 -75.0 -90.0 -45.5 -75.0 -90.0 -43.6 -75.0 -90.0 -43.5 -75.0 -90.0 -42.2 -75.0 70.0 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 46.8 70.0 70.0 45.5 70.0 70.0 43.6 70.0 70.0 43.5 70.0 70.0 42.2 70.0 -63.4 -75.0 -90.0 -57.2 -50.4 -75.0 -90.0 -46.8 -90.0 -43.6 -75.0 -90.0 -90.0 -41.0 -75.0 -90.0 63.4 70.0 70.0 57.2 70.0 70.0 50.4 70.0 70.0 46.8 70.0 70.0 44.0 70.0 70.0 43.6 70.0 70.0 42.6 70.0 70.0 41.2 70.0 70.0 41.0 70.0 70.0 39.7 70.0 43 NEG POS -74.1 -75.0 -90.0 -56.5 -75 0 -90.0 -62.1 -75.0 -90.0 -54.5 -75.0 -90.0 -51.3 -75.0 -90.0 -48.4 -75.0 -85.8 -47.9 -75.0 -85.0 -46.7 -75.0 -82.8 -45.1 -75.0 -79.9 -45.0 -75.0 -79.6 -43.5 -75.0 70.0 70.0 70.0 56.5 70.0 70.0 62.1 70.0 70.0 54.5 70.0 70.0 51.3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 48 50 5/8 NEG POS NEG POS -64.9 -75.0 -90.0 -50.4 -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -75.0 -84.7 -47.4 -75.0 -78.6 -44.7 -75.0 -74,0 -44.3 -75.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 -69.3 -41.4 -75.0 -69.1 -40.4 -75.0 64. -60.6 70.0 -75.0 70.0 -90.0 50.4 70.0 70.0 55.2 -42.6 -75.0 -90.0 -41.2 -75.0 -39.7 -75.0 60 NEG POS 53.3 70.0 70.0 -47.5 -75.0 -90.0 -52.6 70.0 70.0 70.0 -75.0 44.71 -42.8 70.01 -75.0 70.01 -90.0 50.71-48.2 70.01-75.0 70.01 -79.5 47.41 -45.5 70.01 -75.0 70.0 -73.2 70.0 61.4 -39.5 -75.0 70.01-69.4 44.31 -42.4 70.01 -75.0 70.01 -68.8 43.1 -41.6 70.0 -75.0 70.0 -67.3 41.51 -40.4 70.0 -75.0 69.3 41.4 70.0 69.1 -65.3 -40.3 -75.0 -65.1 40.4 -39.2 70.0 -75.0 60.6 70.0 70.0 47.5 70.0 70.0 52.6 70.0 70.0 482 70.0 70.0 45.5 70.0 70.0 42.8 70.0 69.4 42.4 70.0 688 41.6 70.0 67.3 40.4 70.0 65.3 40.3 70.0 65.1 39.2 70.0 1070 TECHNOLOGY DRIVE NO CHANGE THIS SHEET NOKOMIS, FL 34275 54 NEG POS 56.1 70.0 70.0 -58.1 -75.0 -90.0 -44.1 -75.0 -90.0 -49.1 -75.0 -87.0 -44.9 -75.0 -73.6 -42.7 -75.0 -68.3 -41.4 -75.0 -64.7 -41.1 -75.0 -64.1 -40.2 -75.0 -62.5 -38.9 -75.0 -60.6 -38.8 -75.0 -60.5 -37.7 -75.0 58.1 70.0 70.0 44.1 70.0 70.0 49.1 70.0 70.0 44.9 70.0 70.0 42.7 70.0 68.3 41.4 70.0 64.7 41.1 70.0 64.1 40.2 70.0 62.5 38.9 70.0 60.6 38.8 70.0 60.5 37.7 70.0 57 NEG POS -56.1 -75.0 -90.0 -41.6 -75.0 -90.0 -46,2 -75.0 -81.9 -42.0 -75.0 -69.7 -40.7 -75.0 -64.8 -61.0 -39.3 -75.0 -60.5 -38.7 -75.0 -59.2 -57.6 -37.6 -75.0 -57.4 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 PG 41.6 70.0 70.0 46.2 70.0 70.0 42.0 70.0 69.7 40.7 70.0 64.8 39.5 70.0 61.0 39.3 70.0 60.5 46.7 70.0 70.0 38.7 70.0 59.2 37.7 70.0 57.6 37 6 70.0 57.4 36.7 70.0 -53.3 -75.0 -90.0 -39.2 -75.0 -89.4 -43.6 -75.0 -77.2 -40.1 -75.0 -66.3 -38.6 -75.0 -61.4 -37.5 -74.9 -58.4 -37.3 -74.6 -57.9 36 9 70.0 56.5 -36.9 -73.7 -56.5 -36.2 -72.4 -54.7 -36.1 -72.3 -54.6 -35.5 -71.0 70.0 70.0 43.6 40.1 70.0 66.3 38.6 37.5 70.0 58.4 37.3 70 0 57.9 36.2 70.0 54.7 36.1 70.0 35.5 70.0 63 -50.5 -75.0 -90.0 -36.9 -73.8 -85.2 -41.1 -75.0 -73.1 -38.0 -75.0 -63.1 -36.6 -73.2 -58.8 -35.7 -71.4 -55.7 -35.5 -71.0 -55.2 -35.0 -70.1 -53.8 -34.3 -68.6 -51.9 -68.5 -51.7 -33.7 -67.4 50.5 70.0 36.9 70.0 70.0 41.1 70.0 70.0 38.0 70.0 63.1 36.6 70.0 58.8 35.7 70.0 55.7 70.0 55.2 35.0 70.0 53.8 -37.7 -75.0 34.3 68.6 51.9 34.3 68.5 51.7 -36.7 -73.3 33.7 67.4 'XO or 'OX & 'XOX' UNEQUAL LITE WINDOWS TEST REPORTS FTL-3580, FTL-4607 FTL-4608 55.0 67 -55.01 55.0 -52.11 52.1 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 72 -50.91 50.9 -45.81 45.8 -43.91 43.9 -43.81 43.8 76 NEGIPOS -55.01 55.0 -41.91 41.9 'XO" & 'OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. ALUMINUM CASEMENT WINDOW, IMPACT 0 UNEQUAL LITES 0 UNEQUAL LITES 0 UNEQUAL LITES PMITUCr By Revs0 By: 12/17/02 ADD GLASS TYPE E TO TABLE 11 Drawn By: Checked By MM CHANGE ANCHORS AND ADD 76" HEIGHT OPTION P 0 BOX 1529 NOKOMIS, FL 34274 Visibly Better ktak: 5.M 7045-8 D Lucas A. Turner P E PE #58201 Mechanical MAX. HEIGHT (SEE SHTS. 3 & 4) Hevsd ay: Dale: F.K. 3/25/03 Revstl ay F.K. Aevsd ay. F.K Dale 7/10/03 Dale 6/23/05 Drawn 6y Dale cnecled By Dates F.K. 12/17/02 VERTICAL SECTION OPERABLE UNIT Revisions: B Revisions: C Revisto"e. D 71 cH MAX. VENT DAYLIGHT 5 y OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) ADD 13/16" I.G. GLAZING BEAD ITEM SHOW TOP HINGE CHG SHT. NO. REF. AND ADD ITEM 89 VERTICAL SECTION FIXED UNIT 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 REFERENCE "XO" & "XOX" FRAME REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A ASSEMBLY DETAIL, SHEET 11 Q HORIZONTAL SECTION - XOX Visibly Better MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) MAX. VENT +DAYLIGHT OPENING —f (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) PGT GOO MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X HORIZONTAL SECTION - XX SECTIONS Tolle ALUMINUM CASEMENT WINDOW, IMPACT CA-740 A NTS L 10 er 13 1aew 9 7045 - 8 R REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 Q PRODUCT RENEWED ae ei mpiying with the Florid¢. guiding Cele Amputee No Miaow Da Lucas A. Turner, P.E PE #58201 Mechanical F.K Br Revsel #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREW TUBE, MAT'L: 6063 -T6 i -3" APART AT MID -SPAN "X" FRAME JAMB "X" FRAME JAMB T illur , ,,,, Revs, By F.K. Revs, by: F.K. FRAME ASSEMBLY "XX" FRAME ASSEMBLY DETAIL #12x1 PH TEK SMS FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREW TUBE, MAT'L: 6063 -T6 3" APART AT MID -SPAN "X" FRAME JAMB / "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL Oa(e: 3/25/03 Deie 7/10/03 Date 6/23/05 FRAME HEAD OR SILL ReDvons• 6 R na. #8x1 QUAD PH SMS (2) PER CORNER Revisions. 0 SASH MAIN FRAME ASSEMBLY DETAIL NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD ITEM 89 Lbecee, By. Date: D� FK. Date 12/17/02 NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 FRAME ASSEMBLY DETAIL ME JAMB 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL PST Visibly Better SASH FRAME TOP OR BOTTOM RAIL 0 1.376" .095" 440" CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 .434" 2.854" .062" NOM. 1.159" 2.139" (SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 3.544" .062" NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS 11 a 13 7045 - 8 — 2.784" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A Re .062" NOM. Pg'ODUCT 42F.?3EWBM) as 07 7t,I. ,,. .o.r 1fktlei 110 !:0L14''i u... BY ,/� /. ,, .- /-e Miam *e� 4 ' 131s oa — 2.919" it - 1705 Lucas A. "; urne, P.E. PE #58201 Mechanical PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION , 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 48 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEN), SILL & JAMBS 81 1155 78IPQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" 1.0.) 86 13/16" I.G. GLASS (1/8"11S, AIR SPACE, 5/16 "1.AMI) 5/16" LAMI = (2) LITES OF 1 /8 "HS GLASS WIT}I AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" I.G. GLASS (1/8"11S, AN SPACE, 7/16 "LAMA 7/16" LAMMI= 3/16A & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" 1.G. GLASS (1/8 "11S, AIR SPACE, 7/16 "LAMI) 7/16" LAMI = 3/16HS & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) PARTS LIST ITEM DWG # PGT. # DESCRIPTION 7002A MAINFRAME - HEAD, SILL & JAMBS 2 1155 78IPQA #8 X 1 QUAD PII SMS 3 7008 4 5 7003A 6 1155 7 7017 8 7009 9 7024 10 7026 11 12 7014 13 1157 14 7013 15 7015 16 7028 17 7027 18 7030 19 7031 20 21 7032 22 23 7033 24 7022 25 7023 26 30 31 32 33 40 7036 41 7042 43 1224 44 45 46 1634 50 7006 51 7040 52 53 1635 54 331 55 67 7004A 68 69 7011 70 7012 71 7019 72 7018 78IPQA 670I7K 78X78PPSMS OPERATOR GASKET BACKING PLATE 7858ZA 7IOxI2FP 6TP247 6163K 61635K 60976 78x12PSTW/B 67004 712XIPP'l' 711573 7FLDHI) FRAME CORNER KEY I /2 "X1 /2 "XI /8" CLOSED -CELL FOAM TAPE SASH -10P, BOTTOM & SIDE RAILS 48 X 1 QUAD PH SMS BULB WEATHERSTRIP .I87X 240 SASH CORNER KEY MAXIM MULTI -POINT LOCK , LOCK SUPPORT PLATE 810 -24 X .562 P11. PN. TYPE F MULTI -LOCK KEEPER (6.H. & LH.) 48 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR #8 -32 X.375 I'll. PN. TYPE B STUD BRACKET (L.H. & R.H.) #8 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON IIANDI-E 12" HINGE (HEAVY DUTY) #10 X .500 PH. PHL. 5/16" LAMINATED (1 /8A & 1 /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (I /8HS & 1 /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3/16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVI3 7/16" LAMINATED (3 /16I'IS & 3 /16HS GLASS) .090 INTERIAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899, 995 OR EQUIV. PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLO'I'I I SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASS'Y. TUBE #12 X I' PH. PHIL. TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE Ray. By Dale: F.K. 3/25/03 Fte4sd F.K Rev. By FK. B Dare: 7/10/03 Oale. 6/23/05 RavisNns D ..a one. cna as Br ADD 13/16" I.G. GLASS & GLAZING BEAD NO CHANGE THIS SHEET ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 1570 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 PST 0 5116" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 .523" --1 .050" .865" .040" 1.000" .423" —1 �-- 0 CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 _1 993" 289" . .040" .172" .870" .050" f' .569" 0 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 --- 1.124'' ®7/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 .125" -- .062" .093" J L emma rr 67 CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A 2.701 PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT 1(7 I / /� Lucas A.) crner, P.E. A INSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 PRODUCT RENEWED as complying with the Ploelde BrltSlcn Ca= Aa cs;r ca 907 D, awn Br OW F.K. 12/17/02 Dare: isiNI t5ctter CA -740 NTS I 12 er 13 7045 -8 D PE #58201 Mechanical 2x WOOD BUCK (SEE NOTE 3) — 1/4" MAX. SHIM r - A SEE 0rOWner Ghecheel ay Dare. F.K. 12/17/02 Il � 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM ---- ASEE NOTE 1 Lj lx WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 1 A SEE NOTE 4 E 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE Rev. By: F.K. Revsa BY F K. RevW By' F.K. Date: 3/25/03 Dare, 7/10/03 Dale. 6/23/05 R ns Revisions: C 0 reM NO CHANGE THIS SHEET NO CHANGE THIS SHEET REVISE NOTES AND REMOVE 3/16' TAPCONS .1 *14 SCREWS I : .101 lH8 I1p. 11/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK A SEE NOTE 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1/4" MAX. SHIM - ASEENOTE2 J2- A SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 A 2x WOOD BUCK (SEE NOTE 3) H 11/4 "� MIN. FIXED UNIT FRAME TO CONCRETE NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" 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 ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx 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. Visibly Better ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A SEE NOTE 4 NTS neef 13 al 13 A SEE NOTE 4 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOTE 1 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 7045 -8 A SEE NOTE 4 lie Lucas A. Turner, P.E. PE 658201 Mechanical PRODUCT RENEWED ,ss complying with the Eim'idE 'a c c ept n eN 1 / 5" anee D No Ii-• E *ioas8a ,L&r4 20)3 `., [ !/ ( /O�� MIAM I•DiADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.eov/buildinecode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, 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 Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 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 Manuel Perez, P.E. NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Per Product Control Ex : : r NOA No 07 -0: .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control Exam NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Rend or F K. Rev a By F.K. Rend By: F.K. Drawn By: F.K. 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED G D. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1 MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITFS OF 3/16" HEAT STRENGTHENED K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16 OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTAC 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GL 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN TH 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT 0 L7. REFERENCES: TEST REPORTS FTI.4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01, 03 -0225.05 ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL ®8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE R HURRICANE ZONE (HVHZ). Dek: 4/15/07 10/17/06 Re B 5/13/06 Deis: 2/28/06 Caeca. By. J.J. ADD FTL -5330 TO NOTES 78 CHG. NOTE 8 TO CURRENT EDIT. CHANGE TO ASTM E 1300.02 ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 6 NOTE 8. D7 3/23/08 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW GLASS WITH AN .090 G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE LASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH AN AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS 1300-02. PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. HE FLORIDA BUILDING CODE, CU *W T:E I TION,INCWD/MMG THE HIGH VELOCITY ET GT Viaibly Boner GENERAL ArbrEs-Y ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS 1 a 11 Oren, No. 4127 -10 C SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PRODUCT REVISED Y,ytymg with the Florida G. Code Ac No O O Expinaion Onto " fI7 /r By am e Product Con Divi on Robert L. Clark, F.E. PE #39712 Structural OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE ITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. TABLE:, ASTM E 1300 -02. SS TAIILES ASTM E E DESIGN OF THIS GASKET. QUIREMENTS OF T 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 20X 1529 NOKOM:IS, FL 34274 NOA DRAWING MAP Rend ay: F.K. Rend By F.K. 11;7;377, F.K. omwn er: F.K. Oak: 4/15/07 Osk: 10/17/06 5/13/06 Date: 2/28/06 1/2' NOM. GLASS BITE (0,61,62) 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1 /B" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS NO CHANGE THIS SHEET NO CHANGE THIS SHEET 1/2" NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS �— .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8° AIR SPACE 1/8" OR 3/16' ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI ADD AIR SPACE DIM. TO LAMI 10 DETAILS Date 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. JOX 1529 NOKOMIS, FL 34274 63,64,65 Visibly Better 1/2° NOM. GLASS BITE t 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS 1/2" NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4° AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT H14710 Full 2 o' 11 4127 -10 EXTERIOR INTERIOR E> (ALL SECTIONS) C PRODUCT REVISED 91 complying with 11:c Florida Eci!dtagg Cods Acceptonoc No 0 —e $ Expiration Date By fa de Product Div ion Rob¢rt L. Clark, P.E. PE #39712 Structural TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" A, B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" 0,1 +60.0 -60.0 UP TO 111" D,E,F, J, K, L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" A, B, C, G, H, I +60.0 -60.0 TO 86 7/16" D, E, F, J, K, L +75,0 -75.0 . TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 11,,c, ' ' DTlSED u . .z Florida ``' t ` o 0 A cecl a ;e \ 7'-06 /6. 09 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C D E F I,J,K, L +75.0 -75.0 Ex •u4 ion Uarc // GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX& XO) AND FTL -5330 By J i'y ' ?Ai, r:. Produa Div`i "a A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "HS) I. 13/16" LAMI 1G -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1 /8 "HS) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3 /16 "HS, .090, 3/16 "HS) �yl Roh"rt L. Clark, P.E. PE #39712 Structural R e v . ay F.K. ogle: 4/15/07 ...ens C ADD INTEGRAL FIN OPTION & UPDATEASTM E 1300 -02 DPs P -r, ate DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rem) ft: F.K. Oa.- o 0/17/06 1TM B REVISE DP TABLES TO AS 7714 E 1300-02 1070 TECHNOLOGY DRIVE NOKOMIS, EL 34275 P.O. Rox 1529 NOKOMIS, FL 34274 nawday: F.K. Dale: 5/13/06 A A00 AIR SPACE DIMENSION GLASS TYPES G THRU L. Oran ay: F.K. Dare: 2/28/06 Check ad ay J.J. Date' 1 3/23/06 1 Visibly Better s ' ^ ` HR710 s °"' NTS sue '' 3 ^' 11 0 4127.10 'Rey' C ReNC By F.K Reese Sy: F.K. W n F.K. Drown By F.K. 27 3/8" MAX. DLO VENT 57 DLI Fl LI Meer 4/15/07 10/17/06 osra: 5/13/06 cheer 2/26/06 ReNS C 111" MAX. WIDTH FLANGE FRAME R"wuro: B Fevre/ow: A NO CHANGE THIS SHEET Checked er Date' J.J. 3/23/06 54 5/16" MAX. DLO FIXED 0 110" MAX. WIDTH I.F. FRAME DETAIL B - XOX (1 /4 -1/2 -1 /4) DETAIL A - OX OR XO ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. 6. NO CHANGE THIS SHEET 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 GE ME L FIG. A V cibly Better NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. VIEW D -D (FRAME CORNER CONSTRUCTION) ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 27 3/8" 27 3/8' MAX. DLO —�{ MAX. DLO VENT I FIXED 0 86 7/16" MAX. WIDTH FLANGE FRAME 5 7/16" MAX. WIDTH I.F. FRAME —I SEALANT OR GASKET AT HEAD AND SILL NTS DETAIL C - XOX (1/3 1/3 - 1/3) 4 m 11 Ora I.F. FRAME FLANGE FRAME 4127 -10 C By Miam Div, ,e © i D nrVISED -.flh Lhe Florida <Na07O0 s,o9 000 D5tc A'1 Zo / oduct Coetro obert L. Clark, P.E. PE #39712 Structural V DLO FIXED I DLO VENT 1 e l A 56" MAX. DLO VENTS I ALL 62" I.F. FRAME ALL CONFIG. I M 63 FLAN FRA AL CONF MAX. A A 3/8" 7 ALL XED TES \ \ \oI I \ \ \x l A Za C I 73" MAX. WIDTH I.F. FRAME --•--I L- 74" MAX. WIDTH FLANGE FRAME ReNC By F.K Reese Sy: F.K. W n F.K. Drown By F.K. 27 3/8" MAX. DLO VENT 57 DLI Fl LI Meer 4/15/07 10/17/06 osra: 5/13/06 cheer 2/26/06 ReNS C 111" MAX. WIDTH FLANGE FRAME R"wuro: B Fevre/ow: A NO CHANGE THIS SHEET Checked er Date' J.J. 3/23/06 54 5/16" MAX. DLO FIXED 0 110" MAX. WIDTH I.F. FRAME DETAIL B - XOX (1 /4 -1/2 -1 /4) DETAIL A - OX OR XO ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. 6. NO CHANGE THIS SHEET 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 GE ME L FIG. A V cibly Better NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. VIEW D -D (FRAME CORNER CONSTRUCTION) ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 27 3/8" 27 3/8' MAX. DLO —�{ MAX. DLO VENT I FIXED 0 86 7/16" MAX. WIDTH FLANGE FRAME 5 7/16" MAX. WIDTH I.F. FRAME —I SEALANT OR GASKET AT HEAD AND SILL NTS DETAIL C - XOX (1/3 1/3 - 1/3) 4 m 11 Ora I.F. FRAME FLANGE FRAME 4127 -10 C By Miam Div, ,e © i D nrVISED -.flh Lhe Florida <Na07O0 s,o9 000 D5tc A'1 Zo / oduct Coetro obert L. Clark, P.E. PE #39712 Structural MAX. HEIGHT FLANGE FRAME A O drirr 0 EXTERIOR MAX. FIXED DLO MAX. VENT DLO O 0 I 1 � : 0 INTERIOR 0 ll 0 0 0 tWiri 111111PA 0 0 sl INN vi,st.,t1 0 MAX. VENT DLO m m 0 MAX. VENT DLO SECTION C -C (VERTICAL SECTION, FLANGE FRAME) EXTERIOR 0 INTERIOR EXTERIOR INTERIOR SILL (VERTICAL SECTION, I.F. FRAME)L — MAX. FIXED DLO — MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) k— MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (IF. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FR FRAME) INTERIOR A EXTERIOR co 0 NTERIOR 11 11111111/ HEAD (VERTICAL SECTION, I.F. FRAME)Q PRODUCT REVISED • th the Rands C :Jcc Ac, No 07 131 eq E iruticn DOW 2 / O f/ By Miam Divi Re. ey F.K. Rene By F.K. Rene es F.K. Drawn BY F.K 4/15/07 Oete: 10/17/06 5/13/06 Da. 2/28106 C Revisimie: B Revlebne: A Charsked J.J. ADD INTEGRAL FIN FRAME, ITEMS 41, 42 AND 43 AND VIEWS. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 13 G Visibly Betsey SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s,ane=a, 145710 aaa Half 5 a 11 Draft rro 4127 -10 " R L. Clads. P.E. PE 939712 Structural ITEM DW(# REV DESCRIPTION MAIL PGIII ITEM DW(# REV DESCRIPTION 1 MAIL i PGT# 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 66 GLASS, 13 /16 " LAMI IG•1 /8 "A,3/8" AIR SPACE, 5 /16 " LAMI (1 /8 "A,.090 PVB, 1 /8 "A) 13/16" LAMI IG- 1 /8 "A, 3/8" AIRSPACE, 5/16" LAMI (1/8 "A, .090 PVB,1 /8 "HS) 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 67 3 #8 X 3/4 PH. PAN HEAD 7834AA 68 " _ 13/16" IAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 4 4053 SASH STOP COVER (SASI STOP) 6063 -T5 AL 69 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "A) 6 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 70 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "11S) 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 71 " 13/16" IAMI IG-3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (l /8 "HS, .090 PVB, 1 /8 "HS) 8 4131 ROLLER TRACK 6063 -T6 AL 64131 72 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090PVB,3 /16 "A) 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 " 13/16" LAMI IG- 1 /8 "A, 1/4" AIR S PACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 74 " 13/16" LAMI IG1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 75 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 76 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 77 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 90 1014 SCREEN FRAME (HOR & VER) 3105 -H14 AL 16 4054 B FIXED MEETING RAIL 60631-1D -T6 AL 64054A 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 17 4066 WSTP.,.187 X 230, FIN SEAL 640666 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 19 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 93 1073 SCREEN SPRING ST.ST. 22 1683 W STP.,.250 X .270 BACK, FIN SEAL 61683G 94 1624 SCREEN SPLINE- .135 DIA. FOAM EM PVC 225 -1 ROLLER HOUSING & GUIDE 42112HD 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 23 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 96 SCREEN CLOTH 24 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N - 2.710 oDUCraEVCSeD as Bs oorr:piymg with the Florida Building Code Acceptance No 0 - O % 29 32 4006 1235 D SASHMEETINGRAIL W STP.,.170 X .270 BACK, FIN SEAL 6063HS -T6 AI, 64006 67S 16G 2.624 33 35 1096 SWEEP LATCH DIE -CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 R n .062 38 1683 W STP.,.250 X 270 BACK, FIN SEAL 61683G 7070 BULB WEATHERSTRIP .187 X 275 67070K 39 40 LIFT RAIL COVER CAP 74078 "C" L ORR 41 4139 I.F. FRAME HEAD 6063 -T6 AL 64139 Q q � I.F. FRAME HEAD 42 4140 4141 I.F. FRAME SILL I.F.F'RAMEJAMB 6063 -T6 AL 6063 -T6 AL 64140 64141 #4139,6063 - T6 43 © 1 I 50 CdAZING SILICONE, DOW 899,995 OR EQUIVALENT 51 1224 .A VINYL GAZING 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 2.784 53 4039 B GLAZING BEAD -5/16" 6063 -T5 AL 64039B . 54 4044 B GLAZING BEAD - 5 /16 "W /Cd2ILL KTT 6063 -T5 AL 644703 3.152 Expiration Date 12 if By i , ..0.. ,, Mi. ade Prod oso Div 'on .062 55 4222 A GLAZING BEAD - 7/16" 6063 -T5 AL 64222 56 985 C GLAZING BEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 .062 59 4067 GLAZINGBEAD - 13/16" 6063 -T5 AL 64067 1.988 43 I.F. FRAME JAMB 60 GLASS 5/16' LAMI (1 /8" A, PVB, 1/8" A) " .090 5/16' LAMI (1/8" A, .090 PVB, 1/8" HS) 0 #4141, 6063 -T6 I Cs e " obert L. Clerk, P.E. PE 939712 Structural 61 62 5/16' LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 " 7/16' LAMI (3/16" A, PVB, 3/16" A) .090 7/16' LAMI (3/16" A, .090 PVB, 3/16" HS) 2 710 - FRAME SILL 64 65 ._ " 7/16' IAMI (3/16" HS, .090 PVB, 3/16" HS) 42 .F. ® #4140, 6063 - T6 Rew/ F.K. Oak: 4/15/07 Revisions C ADD ITEMS 41, 42 & 43 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 900 1529 NOKOMIS, FL 34274 - -� Oe+"0aa PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Remo' By. F.K. pak: 10/17/06 Oo0o : B NO CHANGE THIS SHEET Rev* By F.K. oak: 5/13/06 ReHebne: A ADO SPACE DIMENSIONS ITEMS 66 THRU 77. pate: 2/28/06 c.a. By J.J. n 3/23J06 Visibly Better s ° HR710 4m1s NTS sn 6 a 11 °i '"" a "" 4127 - 10 R ^` C Drawn Br F.K. Render F.K. Re,,,C ey F.K. Render F.K. By me y F.K. 2.710 O FLANGE FRAME HEAD #4102A, 6063-T6 4/ 15/07 nub: 10/17/06 Oee: 5/13/06 2/28/06 —� III -.062 490 I1.45I SASH STOP STOP #4025, 6063-T5 Revlsiom: c Rauleions: 8 Rerkione: A a,ecl. ey J.J. .062 f 1.183 1.349-.1-I i SASH TOP & BOTTOM RAIL 84133, 6063 -T5 .678 .050 1.096 1 —17 54 GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED WI GRILL KIT) NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET Date 3/23/06 —2.710 6 FLANGE FRAME SILL #4136, 6063 -T6 061 46 HORIZ. ROLLER TRACK #4131, 6063-T6 �I 1.081 32 SASH MTG. RAIL #40060,6063HS -T6 1.187 .678 1.096 1 —1 55 GLAZING BEAD 7/16" #4222A, 6063 -T5 1 .062 52 2.326 1-1.291--1 37 SASH SIDE RAIL #4126,6063 -T5 .050 -- .678 .683 050 1.115 1 --IT } k —I 1.097 0 56 GLAZING BEAD, 7/16" 59 GLAZING BEAD, 13/16" #985C,6063 -T5 #4067, 6063-T5 (USED W/ GRILL KIT) PST Visibly Better HR710 FRAME SILL ADAPTER #4137, 6063 -T6 L 1.403�{ FIXED MEETING RAIL #4054B, 6063HD-T6 EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Half r .050 II t �p .678 1 .096 4S —{� —AI — T 0 GLAZING BEAD, 5/16" #40398,6063 -T5 _ 7 d 11 4127 -10 C x.040 .738 IC 1443 �I O SASH STOP COVER #4053, 6063-75 .062 ��-- 13 FLANGE FRAME JAMB #4002A, 6063-T6 PRODUCT REVISED as comp!ying with the Florida Building Code Acceptanoo No 0 -0 3 Expiration Date 11/ 2 -1 '�.., Product o on By Div Robert L. Clark, P E. PE 539712 Structural dr / P.O BOX 1529 NOKOIAIS, FL 34274 3.1 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 ANCHOR QUANTITIES, XOX (114- 1/2 -1/4) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL rn HEAD & SILL 5, to co HEAD & SILL a rn 2 HEAD & SILL -, to HEAD & SILL a to m HEAD & SILL ' m 2. GLASS TYPES: m A. 5/16" LAMI - (1/8" A,.090, 1/8" A) ' B. 5/16" LAMI - (1I8" .0,.090, 118" HS) "LAMI 53.125x38,375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 D.7/16 1/8" D. 7/16" LAMI - (33 ("HS,A90, /16" .0,.090, 31/1616 " " A A)) ) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 G. 13/16" 3 " HS) G. 13116" " LAMI 1 IG -1 /8" " O OR R 3/166" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" .0,.090. 1 /8" A) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5116" LAMI - (1 /8" A,.090, 1/8" HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 I. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) " 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 ' 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 L. 13/16" LAMI IG - 1/8" OR 3/16" A, 3116' OR 1/4 SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 25 3!4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 TABLE KEY: 74.000x 38.375 48.000 50.625 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2+2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 X 0 X 2 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 I1 +C3 +4 +C3 +1I 3 F— ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3 +1 3 A CLUSTER OF(3)ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 "2 +C2 +1 3 1 +C3 +2 +C3 +1 3 ANCHOR AT EACH OPERABLE VENT 1 +C2+2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3+1 3 1 +C3 +2 +C3+1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 PLUS (4) ANCHORS AT FIXED SECTION. ANCHORS TOTAL AT HEAD AND SILL. 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 (12) 1 +C2 +2 +C2+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 (3" MIN. O.C. ANCHOR SPACING) 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2+2 +C2 +1 3 1 +C4 +3 +C4 +1 3 I ----.-I I 25 3/4" max. I-••---3" MIN. 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C3 +2 +C3+1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 - P11011 Cr ' , 11c8D : the Florida Ac uNo - osl .0 q Expiration Dam 1 ip By ' i/ ' Ali : iede Product Co: Div ion _ X O -----,/ X 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 9" REF. 3 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +4 +C2 +1 2 \\ 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 MTG. RAIL, TYP. 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +4 +C3+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +C3+3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 4 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 4 1 +C4 +3 +C4 +1 3 1 +C5 +4 +C5 +1 3 253/4" MAX. " 1 +C2 +3 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 3 1 +C2 +3 +C2 +1 2 1 +C2 +4 +C2 +1 2 I --1 1 /2 TYP. �--3" MIN. 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4+C3 +1 3 9" REF. �� I - /// Robert L Clark, P.E. P0839712 Structural 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +4 +C3+1 3 X O I X 1+C3+3+C3+1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3+1 3 1+C3*3+C3+1 3 1 +C4 +4 +C4 +1 \ 3 1 - 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 4 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 MTG. RAIL, TYP.- 1+C3+3+C3+1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 4 1 +C4 +3 +C4 +1 3 1 +C5 +4 +C5 +1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Re,n or F.K. oa*: 4/15/07 R 3448!: 0 UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. A0.1 OavOaaa: ANCHORAGE SPACING, XOX (1/4- 1/2 -1 /4) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT � F.K. y De. 10/17/08 R B a. REVISE ANCHORAGE FORMAT, HEAD 4 SILL CLUSTERS t 070 TE F 34 DRIVE DRIVE y d Sy: F.K. Dare: Ravi*: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. P.O. BOX 1529 a a"., ey F.K. 5/13/06 Dare: 28106 2/ cnaem . ay. J.J. ogre 23106 1 3/ ` NOKOIdIS FL 34274 Visibly Better s° - H R7/0 $° . N TS M.e 8 > 11 da"I"A No 4127 C ANCHOR QUANTITIES, XOX (113. 113 -113) WINDOWS TABLE 5 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPE, & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3 WOOD 2, CONC 1, CONC 2,3 WOOD 2, ,ONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL 2 HEAD & SILL g HEAD & SILL 2 HEAD & SILL 2 HEAD & SILL 2 HEAD & SILL -I 2. GLASS TYPES: 2 A. 5/16" LAMI - (1/8" A,.090, 1/8"A) - B. 5/16" LAMI - (1/8" A.090, 1/8" HS) 48.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 C.5/16" LAMI -(1/8" HS,.090, 1/8" HS) " "A,.090,3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 D. 7116 LAMI - (3/16 /16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16" 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +i LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8' HS) 3 J. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16' A) 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 L. 13/16" LAMI IG - 1/8" OR 3/16' A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 HEAD & SILL: 10 112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3/4" 2 25 JAMBS: 9' MA MA MAX. FROM CM CORNERS X. FROM CORNERS AND 22 1/2" MAX. O.C. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 ±C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 TABLE KEY: 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 X O X 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 I1 +C3 +1 +C3 +1I 3 (ANCHOR QUANTITY PER JAMB 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 66.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +I +C2 +1 3 1 +C3+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +i +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 74.000x 38375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 I 25 3/4" MAX. --31-.+-3" MIN. PF.C,': TFI:P.SED with ti. Florida Bu :;y C 3 1 111 r X 1 141 0 -- �. 1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 9" REF. 3 X 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 W/ QTY. OF (3) ANCHORS 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 MTG. RAIL, TYP. 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 EXAMPLE CLUSTER 3 Acccp:a::ro 0 O BIS.O Ex iration Date ©I Po11 By LI L " MI Dade Product on Div. ion 3 (SHOWN IN TABLE KEY ABOVE) MAX. I 112 "TYP. I-- 3" MIN. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 25 3/4" 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3+1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 86.437x 38.375 48.000 50.825 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 A Robert L. Clark, P.E PE 639712 Structural 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 9" REF. -- 1111 x 1 111 o _ 1 x 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 - 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 MTG. RAIL, TYP.- 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3+1 3 1 +C4 +1 +C4 +1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS lie. ey. F.K. Der 4/75/07 Re wwa,a C UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. 070 TECHNOLOGY DRIVE 0 TECH S, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 De+"+amn ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) Revsa By. F.K. Oat, 10/17/06 x,,, x,a: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rees4 By. F.K. oats: 5/13/06 Rewaa,w: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Dawn By: F.K. oats: 228/06 necked 9y J.J. Dare: 3123/06 1 Visibly Berner s " " ` a " t 0Oe1 HR710 s `" NTS 9 w 11 D No 4127 - 10 Ra "' C ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5116" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) E. 7/16" LAMI - (3/16" A,.090, 3/16" H) E. 7116" LAMI - (3/16" A,.090, 3118" HS) F. 7/16" LAMI - (3/16" HS,.090, 3116" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8' A) H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16' LAMI - (3/16' A,.090, 3/16" A) K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1 /4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2' MAX. O.C. TABLE KEY: O X ANCHOR TYPES & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H 11I S '8 OV3H I JAMBS] 1119 OV3H JAMBS I IIIS Od3H I JAMBS 1119 OV3H I JAMBS] IIIS ad3H I JAMBS I 1119'8 OV3H I JAMBS I 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 48.000 X 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 ,2 +1 3 2 +1 3 '3 +1 3 1 +C2 +1 3 1 +52 +1 3 1 +C3 +1 3 :2 +1 3 2 +1 3 3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 3 +1 3 2 +1 3 3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 3 +1 3 2 +1 3 3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +1 2 2 +1 2 2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 I2 +C3+2 1 3 F ANCHOR QUANTITY PER JAMB comp:, : ; :..• :; <, Ili, Florida as corzi Boiiding Co. Ac.c;ax:metao- -OW 5 "oq :2 +1 3 2 +1 3 :3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 IL OA 1 HEAD AND SILL ANCHOR QUANTITIES :2 +1 3 +1 3 2 +1 2 +1 3 3 +1 3 +1 3 1 +C2 +1 1 +C3 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C3+1 1 +C3 +1 3 I H AN CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 3 +1 2 +1 3 +1 1 +C3 +1 1 +C2 +1 1 +C3 +1 3 +1 3 +1 4 +1 1 +C3 +1 1 +C3 +1 1 +C4 +1 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +1 2 +1 2 +2 1 +C2 +1 1 +52 +1 2 +C2 +2 2 +1 2 +1 3 +2 1 +C2 +1 1 +C2 +1 2 +C3 +2 3 +1 2 +1 3 +2 1 +C3 +1 1 +C2 +1 2 +53 +2 I - - - 18 3/4" MAX. +I H-3" MIN. :3 +1 2 +1 3 +2 1 +C3 +1 1 +C2 +1 2 +C3 +2 3 +1 3 +1 4 +2 1 +C3 +1 1 +C3 +1 2 +C4 +2 9" REF. O 3 +1 3 +1 2 +1 4 +2 2 +2 1 +C3 +1 1 +C3 +1 2 +C4 +2 X r I 66.( 38.375 48.000 50.625 54.000 60.000 63.000 2 +2 2 +C2 +2 1 +C2 +1 2 +C2 +2 2 +2 2 +1 3 +2 2 +C2 +2 V 1 +C2 +1 2 +C3 +2 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 3 +2 3 +2 2 +1 2 +1 3 +2 3 +2 2 +C3 +2 2 +C3 +2 1 +C2 +1 1 +C2 +1 2 +C3 +2 2 +C3 +2 (SHOWN IN TABLE KEY ABOVE) Expirasr,n Date Z ti ' 11 a y �. Mi ado Product Div ion 3 +2 3 +1 4 +2 2 +C3 +2 1 +C3 +1 2 +C4 +2 1 +L3 +1 1 +L3 +1 2 +L;4 +2 2 +C3 +2 1 +C3 +1 2 +C4 +2 18 314" MAX. 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 2 +C2 +2 2 +C2 +2 2 +C2 +2 2 +C2 +2 2 +C2 +2 -y -.. 112" TYP. I�-3" MIN. _1_ 1 I 0 _ _� 2 +C3 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C2 +2 2 +C3 +2 L , " _.{ 9 REF. 1/".- ��o o� Robert L. Clark, P.E. PE #39712 Structural 2 +C3 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C2 +2 2 +C3 +2 X I r 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +C3 +2 1 +C3 +1 2 +C4 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS 2 +53 +2 1 +C3 +1 2 +C4 +2 2 +C4 +2 2 +C3 +2 2 +C4 +2 Rend ay: F.K. Dare: 4/15/07 CHG. TARLE# TO8, 8SELECTVALUESDUETOANCHORCAP.ADJ 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 r..,. ANCHORAGESPACING,OXANDXOWINDOWS TM" ALUM. HORIZONTAL ROLLER WINDOW, IMPACT rr.,wey: F .K. are: 10/17/06 REVISE ANCHORAGE FORMAT, HEAD 8 SILL CLUSTERS 9.o dB F.K. ° 5/13/06 ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. F.K. 2/28/06 �,. 3/23/06 1 Visibly Better s ""'"" ° � ' HR710 �"�" NTS s"..t 10 a 11 o..v "'' 4127 -10 R "" C A A MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 CONCRETE ANCHOR, NOTE 1 WOOD ANCHOR, NOTE2 CONCRETE ANCHOR, NOTE 1 1 /4" MAX. SHIM DETAIL A 1 3/8" MIN. 2x WOOD BUCK, NOTE 3 DETAIL E t 1 3/4• MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 NOTE 1A �•�n� 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS 15 LESS /4" yI 1/4' THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX. J iTI MAX. - WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM I SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1/4" ` MAX. SHIM NOTE 1 WOOD ANCHOR, NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1/4" MAX. SHIM --�I CONCRETE ANCHOR, NOTE 1 1x WOOD BUCK, NOTE 3 DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS 1 3/4" IJ EXTERIOR INTERIOR MIN. ED (HEAD & SILL. DETAILS A, B, C, D, & H) TYP. 1 3/4" MIN. MIN. 3.4 K 1 E.D. TYPO " 2x WOOD s CONCRETE DETAIL C BUCK, DETAIL D NOTE 3 - -- - TYPICAL FLANGE FRAME SILL SECTIONS WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM 1 3/8" MIN. 1 1/4" MIN. (1.5 KSI CMU) ° OR PER NOTE 1 (3.4 KSI CONCRETE) 1 3/8" MIN. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. A 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. SEE NAILING DETAIL H (HEAD NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. SEE NAILING DETAIL G (SILL) A DETAIL I (JAMB) Q TYPICAL INTEGRAL FIN FRAME SECTIONS RenJB F.K. Ra"an e F.K. F.K. D,4/"„ er F.K. Dale: 4/15/07 Dab: 10/17/06 Dab: 5/13/06 Dale: 2/28/06 Revisi"a Revisions' B RaNSbm: A ci.cxaeer REVISE NOTES 16 2 REGARDING TRIMFIT HD. 8 EMBEDMENT. ADD I F. FRAME. CHG. NOTE 5 TO FBC, "CURRENT EDITION" REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES ADD NOTE 5. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Beer DOB ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Half X 11 a 11 4127 -10 Rev C Robert L. Clark, P E PE #39712 Structural MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldinecodeonline.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 where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH -700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then . it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL - 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) E -1 Manuel Per Product Control Ex r NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. (Submitted under previous NOA #05- 1018.01) E -2 Manuel Per . E. Product Control er NOA No. 07 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. E.3 anuel Product Contr er NOA No. i . 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI 10: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1 /8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI 10: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. M. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ® 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ® 7. REFERENCES: TEST REPORTS FTL -4845, FTL -4646, FTL -4647, FTL -4648, FTL -4649, FTL - 4650, FTL -4651, FTL -4723, FTL -4957, FTL -4958 AND FTL -5063. ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). Rowel Br RA dIlr F.K twee er F.K Dewey F.K DAN Wit 11/1306 CHANGE NOTES 3 6 7. ADD NOTE 9. ADD GLASS TYPE M TO NOTE 1, GLAZING OPTIONS ore 1/2426 Dar 9/1/75 /attire A a.eeeer J.J. ADD F71.4729 70 NOTE 7. Odic 1/23/07 1070 TECHNOLOGY ORME NOKOMIS, R.94276 P.O. BOX 1629 NOKOMIS, FL 94274 Pc Visibly Better a.eear GENERAL NOTES Tee ALUM. SINGLE HUNG WINDOW, IMPACT aersnrc sH700 NTS .Art 1 e 11 Mee. MA 41740 -2O B NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8 -11 PRODUCT REVISED as complyih ankh die FIMia Aidkg Code Acceptance Nei - 03 *ration Date _ - 06 2.04 Robert L. Cork, P.E. PE #39712 Structural 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 1/2" NOM. GLASS BITE 1/2" NOM. GLASS BITE -�- 1/8" ANNEALED OR HEAT STRENGTHENED GLASS F— .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS® • 1/2" NOM. GLASS BITE _ff 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS — .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI 1/2" NOM. GLASS BITE A\ NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. a EXTERIOR INTERIOR E> (ALL SECTIONS) Rend By: F.K. F.K Oman er. F.K Oak 11/1&tl6 11/24A76 AHA75 Rovistm Railaw A J.J. ADD REM 92 TO 5/16 LAM 1.G GLASS (AAA) 6 LAMI IG NOTE NO CHANGE THIS SHEET 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34276 P.O. BOX 1528 NOKOMIS. FL 34274 Pc GT Visibly Better GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT e"r.r.rrt SH700 Full e.c 2 > 11 4040 -20 law B Robert L. Clerk, P.E. PE 839712 SVud 111 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WIDTH GLASS TYPE 63" 66" WINDOW HEIGHT TABLE 1. 68" 70" 72" 74" 76" 48" 50" 52" 53 1/8" UP TO 53118" A,B,M A,B,M A,B,M A,B,M C,D,E,F,G,H,I,J,K,L +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +79.6 +80.0 -80.0 -80.0 -80.0 -79.6 -80.0 +80.0 +80.0 +80.0 +78.2 +80.0 -80.0 -80.0 -80.0 -78.2 -80.0 +80.0 +80.0 +78.8 +76.9 +80.0 -80.0 -80.0 -78.8 -76.9 -80.0 +80.0 +80.0 +77.3 +75.4 +80.0 -80.0 -80.0 -77.3 -75.4 -80.0 +80.0 +79.0 +75.9 +74.0 +80.0 -80.0 -79.0 -75.9 -74.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. BASED ON FLANGED WINDOW TIP - TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 3/8" 44" 50 5/6" 63" 72" 74" 76" 48" 50" 52" 53 1/8" A,B,M A,B,M UP TO 53 1/8" C,D,E,F,G,H,I,J,K,L +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +79.9 +75.0 +80.0 -80.0 -79.9 +76.9 -76.9 -75.0 -80.0 +70.0 +70.0 +70.0 +68.0 +70.0 -70.0 -70.0 -70.0 -68.0 -70.0 +70.0 +70.0 +68.8 +66.7 +70.0 -70.0 -70.0 -68.8 -66.7 -70.0 +70.0 +70.0 +67.6 +65.5 +70.0 -70.0 -70.0 -67.6 -65.5 -70.0 CUSTOM V EW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS TABLE 3. WIDTH 53 1/8" GLASS TYPE D,E,F,J,K,L WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) 17 1/6" +80.0 1 -80.0 22 11116" +80.0 -80.0 28 3/16" +80.01 -80.0 33 3/4" +80.0 1 -80.0 39 5/16" +70.0 I -70.0 44 13/16" +70.0 I -70.0 50 3/8" +70.0 I -70.0 5515116" +70.0 I -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8 "A,.090,1/8 "A) B. 5/16" LAMI - (1 /8 "A,.090,1 /8 "HS) C. 5/16" LAMI - (1/8 "HS,.090,1 /8"HS) D. 7/16" LAMI - (3/16 "A,.090, 3/16 "A) E. 7/16" LAMI - (3/16 "A,.090, 3/16 "HS) F. 7/16" LAMI - (3/16 "1-1S,.090, 3/16 "HS) G. 13/16" LAMI IG - 1 /8 "HS, AIR SPACE, 5/16" LAMI - (1/8 "A,.090,1/8 "A) H. 13/16" LAMI 10 - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8 "A,.090,1 /8 "HS) FTL-4646 I. 13/16" LAMI 10 - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8 "HS,.090,1 /8 "HS) FTL-4646 M. 13/16" LAMI 10 - 1/8"A, AIR SPACE, 5/18" LAMI- (1/8 "A,.090, 1/8 "A), FTL-5063 FTL-4647, 4648, 4723, 4957 FTL4647, 4648 FTL-4647, 4648 FTL4645, 4885 FTL4645 FTL4645 FTL4646, 4723 J. 13/16" LAMI 10 - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16 "A,.090, 3/16 "A) FTL-4649, 4650 K. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16 "A,.090, 3/16 "HS) FTL4649, 4650, 4958 L. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7 /16" LAMI - (3/16 "HS,.090, 3/16"HS) F1L4649, 4650 "0" MEETING RAIL "0" MEETING RAIL MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING V FROM THE FLANGED TIP - TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8" MINIMUM TO 38" MAXIMUM.® S SH spSH T. MINUS SASH 4SH e.Bdam D4M w.tmlel per FIG 11/13416 B UPDATE IOASTVE 130002. REMOVE 57D HEW SASH H/ REF, TABLE 2 1070 TECHNOLOGY DRIVE REVISED CUSTOM FORMAT DPS. ADD INT. RN. UPDATE TEST NOS. NOKOMIS. FL 34275 welder urur wwam FK 124/06 A ADO F7L - 4723 TO GLASS TYPESAAND G. a... ae. Clew d* Der" F.K. 91/75 J.J. 2123/07 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Bean mmatfts DESIGN PRESSURES a• ALUM. SINGLE HUNG WINDOW, IMPACT Belelfede SH700 Bells NTS 3 • 11 Bl.elcxa 4040 -20 W7 Robert L. Clark, P.E. PE #39712 Structural VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 415/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11/16" E 52 1/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 34 1/2" 34 3/16" B 27 7/16" 27 1/8" C 277/16" 271/8" D 16 3/8" 153/4" E 16 3/8" 15 3/4" TABLE 5. SEE DLO TABLE SEE DLO TABLE (MAX.) L SEE DLO TABLE SEE DLO TABLE 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 .- 1 B DETAIL D VIEW (CUSTOM SASH) 531/8" MAX. FLANGED WIDTH 52 1/8" MAX. I.F. WIDTH D D � 38 7/16" MAX. SASH HEIGHT 20 " SASH HEIGHT 75" MAX. I.F. HEI HT 76" MAX. FLANGED HEI HT 75" MAX. I.F. HEI HT 76" MAX. FLANGED HEIGHT SEE DLO TABLE SEE DLO TABLE SEE DLO TABLE SEE DLO T ABLE DETAIL B VIEW (STANDARD SASH) 1 E DETAIL E RADIUS TOP (CUSTOM SASH) 1 75" MAX. I.F. ▪ HEIGHT 20" SASH HEIGHT NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. MAX. GED GHT 76" MAX. FLANGED HEIGHT SEE DLO TABLE SEE DLO TABLE SEE NO E 4 DETAIL C RADIUS TOP (STANDARD SASH) 75" MAX. I.F. HEIGHT 76" MAX. FLANGED HEI HT PRODUCT REVISED r trawlers with re /ham Berra Cede Acceptance Ne za Ramie), F.K Rowe By F.K. oraey F.K. (MK 11/13/06 bow 1/24/06 9/1N5 *allow A B Rrrwr ot.aee J.J. ADD INTEGRAL FIN 0.F.) VERSION, CHG. NOTE 3. ADD IVOTE4. NO CHANGE THIS SHEET 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better ew"eeoa ELEVATIONS "e" ALUM. SINGLE HUNG WINDOW, IMPACT e SH700 NTS w"e 4 u/ 11 4040 -20 Robert L. Clerk, P.E. PE 539712 Structural 49 5/8" MAX. FIXED r DLO (ALL) 1' 1 75" A I.F. HEIGHT MAX. 76" FLAN HEI J X j SEE NO 1 E4 J --- SEE DLO TABLE SEE DLO TABLE (MAX.) L SEE DLO TABLE SEE DLO TABLE 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 .- 1 B DETAIL D VIEW (CUSTOM SASH) 531/8" MAX. FLANGED WIDTH 52 1/8" MAX. I.F. WIDTH D D � 38 7/16" MAX. SASH HEIGHT 20 " SASH HEIGHT 75" MAX. I.F. HEI HT 76" MAX. FLANGED HEI HT 75" MAX. I.F. HEI HT 76" MAX. FLANGED HEIGHT SEE DLO TABLE SEE DLO TABLE SEE DLO TABLE SEE DLO T ABLE DETAIL B VIEW (STANDARD SASH) 1 E DETAIL E RADIUS TOP (CUSTOM SASH) 1 75" MAX. I.F. ▪ HEIGHT 20" SASH HEIGHT NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. MAX. GED GHT 76" MAX. FLANGED HEIGHT SEE DLO TABLE SEE DLO TABLE SEE NO E 4 DETAIL C RADIUS TOP (STANDARD SASH) 75" MAX. I.F. HEIGHT 76" MAX. FLANGED HEI HT PRODUCT REVISED r trawlers with re /ham Berra Cede Acceptance Ne za Ramie), F.K Rowe By F.K. oraey F.K. (MK 11/13/06 bow 1/24/06 9/1N5 *allow A B Rrrwr ot.aee J.J. ADD INTEGRAL FIN 0.F.) VERSION, CHG. NOTE 3. ADD IVOTE4. NO CHANGE THIS SHEET 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better ew"eeoa ELEVATIONS "e" ALUM. SINGLE HUNG WINDOW, IMPACT e SH700 NTS w"e 4 u/ 11 4040 -20 Robert L. Clerk, P.E. PE 539712 Structural 49 5/8" MAX. FIXED r DLO (ALL) 1' O j X j SEE DLO TABLE SEE DLO TABLE (MAX.) L SEE DLO TABLE SEE DLO TABLE 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 .- 1 B DETAIL D VIEW (CUSTOM SASH) 531/8" MAX. FLANGED WIDTH 52 1/8" MAX. I.F. WIDTH D D � 38 7/16" MAX. SASH HEIGHT 20 " SASH HEIGHT 75" MAX. I.F. HEI HT 76" MAX. FLANGED HEI HT 75" MAX. I.F. HEI HT 76" MAX. FLANGED HEIGHT SEE DLO TABLE SEE DLO TABLE SEE DLO TABLE SEE DLO T ABLE DETAIL B VIEW (STANDARD SASH) 1 E DETAIL E RADIUS TOP (CUSTOM SASH) 1 75" MAX. I.F. ▪ HEIGHT 20" SASH HEIGHT NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. MAX. GED GHT 76" MAX. FLANGED HEIGHT SEE DLO TABLE SEE DLO TABLE SEE NO E 4 DETAIL C RADIUS TOP (STANDARD SASH) 75" MAX. I.F. HEIGHT 76" MAX. FLANGED HEI HT PRODUCT REVISED r trawlers with re /ham Berra Cede Acceptance Ne za Ramie), F.K Rowe By F.K. oraey F.K. (MK 11/13/06 bow 1/24/06 9/1N5 *allow A B Rrrwr ot.aee J.J. ADD INTEGRAL FIN 0.F.) VERSION, CHG. NOTE 3. ADD IVOTE4. NO CHANGE THIS SHEET 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better ew"eeoa ELEVATIONS "e" ALUM. SINGLE HUNG WINDOW, IMPACT e SH700 NTS w"e 4 u/ 11 4040 -20 Robert L. Clerk, P.E. PE 539712 Structural 7,8 OR 17 2. 6 47�` HIGH SILL 2,330 LOW �_— SILL OUTSIDE MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE MAX. VENT DAYLIGHT OPENING 2.784" SECTION B -B (LOW SILL SHOWN) INSIDE /UTSIDE 2.330" (LOW SILL) SEE NOTE ABOVE I ULTRALIFT ONLY HIGH SILL INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. MAX. VENT DAYLIGHT OPENING ALTERNATE HIGH SILL MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS ® INSIDE \ LOW SILL HEAD 2.946" (HIGH SILL) ULTRALIFT ONLY ®I.F. FRAME OUTSIDE L m 4 - 1 ti ll 0 WI!, 0 0 OUTSIDE SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,16) 2.710" PRODUCT REVISED eomplyIes aids Ne EWI6s Waldlss Code Aecepbutee No ratios Dote 20/! Raw d Br F.K R ad By F.K area 9y F.K Oar Dalc 11M3i06 U74436 c*w 9/1/05 Rribr Railcar fa erne A Pram I By: J.J. ADD I.F. SECTIONS d CONSOLIDATE SAL COMPONENTS NO CHANGE THIS SHEET 723417 1070 TECHNOLOGYDRNE NOKOMIS, FL 94275 P.O. BOX 1573 NOKOMIS, FL 34274 PST VcsiL(y Better SECTIONS RIe ALUM. SINGLE HUNG WINDOW, IMPACT SH700 I HB If Ohost 5 + 11 o• •c a 4040 -20 B 4 Robert L. (lack, P.E. PE 139712 Structural ITEM 1 2 3 5 6 7 8 9 10 11 12 13 15 16 17 18 19 21 23 25 28 27 28 30 31 34 35 36 37 38 41 42 44 45 46 47 48 49 50 52 53 54 55 56 57 58 59 DWG.# 4002A 1155 4003C 1626 4004 4025 4025 4029 1080 1085/1086 1080 -1 4053 4029 -1 4054C 4006C 1235 1096 1016 4007 1226 4008 1268 1622 1052 1224 1225 40396 4044B 4222A 985C 4067 4071A 4072A 4073A 4074B 4009 1088 2740 1014 1630 1631 1073 1624 DESCRIPTION FLANGE FRAME HEAD #8 X 1.000 QUAD PN. SMS FLANGE FRAME SILL (LOW SILL) ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB SASH STOP SASH STOP (EGRESS) 1.125 LONG SPIRAL BALANCE, 3/8 ", 5/8 ", OR 11/16" BALANCE COVER, 3/8" OR 5/8" 98 X.750 PH. PN. SMS BALANCE BOTTOM BRACKET SASH TOP GUIDE #8 X1 PHILLIPS FLAT HEAD S. STL BALANCE COVER, 11/16" SASH STOP COVER SASH BRACKET 98 -32 X1/2" LG. PH. FH. TYPE F S. STL FIXED MEETING RAIL SASH TOP RAIL WSTP.,.170 X.270 BACK, FIN SEAL SWEEP LATCH 98 X.625 PH. FL. SMS SASH BOTTOM RAIL (LOW SILL) WSTP., BULB VINYL SASH SIDE RAIL SASH FACE GUIDE LAMI SETTING BLOCK 3/32" X25/64" X 1" LAMI IG SETTING BLOCK 1" X3/4" X 1/16" VINYL GLAZ. BEAD BULB (THICK) VINYL GLAZ. BEAD BULB (THIN) GLAZING BEAD, 5/16 LAM. GLASS. GLAZING BEAD, 5/16 LAM W /GRILL KIT GLAZING BEAD, 7/16" LAMI GLAZING BEAD, 7/16" LAMI UV/GRILL KIT GLAZING BEAD, 13/16" LAM I.G. FRAME, I.F. HEAD FRAME, I.F. LOW SILL FRAME, I.F. HIGH SILL FRAME, I.F. JAMB SILL LATCH (EGRESS) (LOW SILL) SPRING, SILL LATCH (EGRESS) SILL LATCH (EGRESS) (HIGH SILL) SCREEN FRAME (HOR. & VER.) SCREEN CORNER KEY WRINGS SCREEN CORNER KEY W/OUT RINGS SCREEN SPRING SCREEN SPLINE -.135 DIA FOAM PGT# 612225 781PQA 612226 7PAD1626 612227 612244 612244 6BALCVR916 7834M 7BALTBKT 42504 78XIFPAX 6BALCVR670 64053 7ULBRKT 7832X12FPFX 64054C 64006 67516G 71096 7858 612230 6TP249 612231 42501 71622K 71052K 6TP247W,K 6TP248K 640399 644703 64222 6985 64067 64071 64072 64073 64074 764009 7SPRNG 62740 61014 71630 71631 7CASP 61624K ITEM 60 61 63 64 67 68 69 70 80 81 82 83 84 85 86 87 88 89 90 91 92 DWG.# 1635 505 1161 4051A 4050A DESCRIPTION SCREEN SPLINE -.135 DIA. HARD SCREEN CLOTH GLAZING CHANNEL (.688 X.500) 96 X 1.000 PH, BUGLE TEK GLAZING TAPE, 1/16 X 1/2 - 7/16 LAM SASH BOTTOM RAIL (HIGH SILL) FLANGE FRAME SILL (HIGH SILL) SILICONE, DOW 899, 995 OR EQUIV. PGT# 61635K 61816 6533402 706X1 628V1 510 64051 64050 A GLASS 5/16" LAM, (118 "A.090 PVB,1/8"A) B. GLASS, 5/16" LAM, (1/8 "A.090 PVB,1 /8 "HS) C. GLASS, 5/16" LAM], (1/8 "HS,.090 PVB,1/8 "HS) D. GLASS, 7116" LAM, (118 "A.090 PVB,1/8 "A) E. GLASS, 7/16" LAM, (1/8 "A.090 PVB,1/8 "HS) F. GLASS, 7/16" LAM, (1/8"HS,.090 PVB,1/8 "HS) G. GLASS, 13/16" LAMI IG; 1/8"HS, AIR SPACE, 5/16" LAM, (1/8 "A.090 PVB,1/8 "A) H. GLASS, 13/16" LAMI IG; 1/8"HS, AIR SPACE, 5/16" LAMI, (1/8 "A,.090 PV8,1/8 "1-IS) I. GLASS, 13/16" LAM IG; 1/8"HS, AIR SPACE, 5/16" LAM, (1/81- 1S,.090 PVB,1/8 "HS) J. GLASS, 13/16" LAMI IG; 1/8 "HS, AIR SPACE, 7/16" LAM, (3/16 "A.090 PVB,3 /16 "A) K. GLASS, 13/16" LAM IG;1/8 "115, AIR SPACE, 7/16" LAM, (3/16 "A,.090 PVB,3 /16 "HS) L. GLASS, 13/16" LAMI IG;118 "HS, AIR SPACE, 7/16" LAM, (3/16 "1-IS,.090 PVB,3 /16 "HS) M. GLASS, 13/16" LAM IG;1/8 "A AIR SPACE, 5/16" LAMI, (1/8 "A.090 PVB,1/8 "A) .062 .784 0 47 FRAME, I.F. HEAD #4071A, 6063-T6 2.908 .062 NOM THICKNESS 71 FRAME, .F. LOW SILL #4072A, 6063-T6 .062 NOM THICKNESS FRAME, I.F. JAMB 49 FRAME, .F. HIGH SILL ®U #4074B, 6063 -T6 #4073A, 6063 -T6 (USED AS RADIUS TOP HEAD) PRODUCT REVISED � wIYMe Accept.oce N. r.tb. Date Rend BT Render F.K Wwd er F.K P...A: F.K. De 11/1308 ADD I.F. FRAME ITEMS 47 48, 49 AND 50 UPGRADE ITEM 21. ADD REM 92. CHG. DESCRIPTION ITEMS 7,9 & 13 Del[ 12406 arm 9/1015 ReWater N.wl.i A nearer J.J. NO CHANGE THIS SHEET 22:07 1070 TECHNOLOGY DRIVE NOKOMS, FL 84275 P.O. SOX 1529 NOKOMIS, FL 34274 PST Yuibly Better PARTS LIST ALUM. SINGLE HUNG WINDOW, IMPACT .sw,re 811700 Seam NTS Men 6 + 11 4040 -20 B Robert L. Clerk, P.E. PE 939712 Structural 1 FLANGE FRAME HEAD #4002A, 6063-T6 Rend Rmd By. F.K Arad F.K dose By. F.K. T 1.383 .062 O FLANGE FRAME JAMB #4004, 6063-T5 (USED AS RADIUS TOP HEAD) .062 F. .062 FIXED MEETING RAIL 23 SASH TOP RAIL #4054A,6063HD -T6® #4006C, 6063HS-T8 3.446 69 FLANGE FRAM SILL (HIGH) #4050A -T6 Deft OAK f1/13A76 met: 1/24416 UPDATE FRAME CORNER ASSEMBLY TO INCLUDE l.F. AND UPGRADE ITEM 21 ALLOY. NO CHANGE 7M3 SHEET OAK 9/1/05 Rewerer B A cwador J.J. .062 2.710 1 i 2.946 1 2.830 11.490 k-1.451 SASH STOP #4025, 6063 -T5 2.279 — - ] Rafe ?123/07 .062 -- 2.784 1 FLANGE FRAME SILL #4003C, 6063-T6 1.707 2.326 —.1 2.638 .062 68 SASH BOTTOM RAIL (HIGH) #4051A, 6063-T5 2.330 (LOW) 17 SASH STOP COVER #4053, 6063 -T5 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 j-1.513� 738 VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 31 SASH SIDE RAIL #4008, 6063-T5 28 SASH BOTTOM RAIL(LOW) #4007, 8063-T5 .050 .678 1.096 -- -I T 44 GLAZING BEAD 7/16" #4222,6083 -T5 .678 1.115 1 -LT 45 GLAZING BEAD, 7/16" #985C, 606345 (USED W/ GRILL KIT) .050 PST Visibly Better 514700 I.F. FRAME SEALANT ALONG ENTIRE JOINT SEALANT OR GASKET AT HEAD AND SILL Half 7 aI 11 050 1 #4067, 6063 -T5 .878 1.096 BEAD, 5/16" #40398,6063 -T5 .050 .678 1.096- 1�--�{ GLAZING BEAD, 5/16" #40448,6063 -T5 (USED W1 GRILL KIT) .683 f Usk r — I 4-1.097 GLAZING BEAD, 13/16" IG EXTRUSIONS & FRAME CORNER DETAIL rr ALUM. SINGLE HUNG WINDOW, IMPACT nnfemo. 4040 FRAME F ir WELD ALONG SCREW BOSS (2) PRODUCT REVISED u t� with e Florida Balding Acceptance Ns E ,. fine Da Robert L. Clark, P.E. PE #39712 Sbuctural ANCHOR QUANTITIES SUBSTRATE: ��` ANCHOR TYPE: -. FOR 111 FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 0O0M .£'Z ON00 ON00 000M E`Z ONOO ON00 0O0M £'Z ON00 ON00 00OM £'Z ONOO Z ONOO 000M e'z ONOO Z ONOO O £`Z 0N0O ONOI OOOMI ON00 ONOO 0O0M £'Z ONOO ON00 WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 1 1 1 1 1 1 2 1 1 1 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 1 2 2 2 3 1 2 2 1 3 3 A B'M 1 1 2 1 1 1 1 1 1 1 1 2 1 1 1 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 1 2 2 2 3 1 2 2 1 3 3 24.000 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 1 1 1 2 1 1 2 1 1 2 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 22 1 2 2 1 2 3 1 2 2 1 2 2 1 2 3 1 2 2 1 1 2 3 3 3 1 2 2 1 3 3 ABM 1 1 2 1 1 1 1 1 2 1 1 2 1 1 2 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 2 2 1 2 3 1 2 2 1 1 2 3 3 3 1 2 2 1 3 . 3 32.000 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 1 2 3 1 2 2 1 2 3 1 2 3 1 2 2 1 2 3 2 3 3 1 2 2 1 3 3 2 3 4 1 3 2 1 2 3 3 3 4 1 3 3 1 4 4 A B,M 1 1 2 1 1 2 1 2.2 1 2 3 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 1 2 3 1 2 2 1 2 3 1 2 3 1 2 2 1 2 3 1 3 3 1 2 2 1 3',3 1 3 4 1 3 2 1 1 3 3 3 4 1 3 3 1 4 4 37.000 C,D,E,F,G, H,I,J,K,L 1 21 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 2 2 3 1 2 2 1 2 3 2 2 3 1 2 2 2 2 3 2 2 3 1 2 3 2 2 3 2 3 4 1 2 3 2 3 3 2 3 4 1 3 3 2 2 3 4 3 5 1 3 3 2 4 4 A B,M 1 2 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 2 2 3 1 2 2 1 2 3 2 2 3 1 2 2 2 2 3 2 23 1 2 3 2 2 3 2 3 4 1 2 3 2 3 3 2 3,4 1 3 3 2 2 3 4 3 5 1 3 3 2 4 4 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 [ 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 2 3 4 4 5 2 3 3 2 4 4 A B, M 2 2 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 2 3 4 4 5 2 3 3 2 4 4 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 3 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 2 3 4 4 5 2 3 4 2 4 5 2J2 A B,M 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 3 3 2 2.4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3,3 2 2 3 4 4 5 2 3 4 2 4 5 212 48.000 PSF 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 212 2 2 3 2 2 2 2 2 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3.4 3 3, 5 2 3 3 2 3 4 5 4 6 2 3 4 2 5 5 2 2 A B,M 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3!4 2 2,3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 2 3 5 2 33 2 3,4 3 3 5 2 3 3 2 3 4 5 4,6 2 3 4 2 5 5 2J2 2 2 53.125 PSF 72 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 3 2 3 4 2 2. 3 2 3 4 2 3 4 2 2 3 2 3 4 3 3 4 2 3 3 2 3 4 3 3 5 2 3 3 2 4 4 3 4 6 2 3 4 3 3 4 5 4 6 2 3 4 3 5 6 22 2 2 2 3 ABM 2 2 2 2 2 2 2. 2',2 2 2 3 2 3'4 2 2 3 2 3:4 2 3 4 2 2 3 2 3 4 3 3 4 2 3.3 2 3 4 3 3 5 2 3i3 2 4 4 3 4,5 2 3 2 3 4 5 4 6 2 3,4 3 4 5 212 2 2 2 3 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS TABLE KEY: MAX. PSF (DP LIMITED) 118 HEAD 2 JANE ABOVE 2 [ 3 MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -18 1/2" MAX. FROM TOP CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL NOT REQUIRED ® 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 2 2 3 PRODUCT REVISED e eomplyie$ MBY life NNW Burin Code Accepter, Ne • - • P . Et 'Mies Vete rT E 20I/ Plated.'" By 04 "radey: Dar 1070 TECHNOLOGY DRNE REVISE ANCHORAGE TABLE AND NOTES. Road ey: CWT: RIG 11/13/76 9 Alm DP MAX WHERE ANCHOR OTY IS RESTRICTED BY Su. NOKKOMIS. FL 34275 Repdey: Dr. R.rdl�r FIG 124/08 A NO CHANGE THIS SHEET brew eY Dre L1.dd By Cllr F.K. 7/29/05 J,J. 2/23/77 P,O. BOX 1529 NOKOMIS, FL 94274 PST Visibly Better ANCHORAGE SPACING, 1/1 WINDOWS edr ALUM. SINGLE HUNG WINDOW, IMPACT alweurl SH700 NTS 8 + 11 wr."lr" 4040 -20 Robert L. Dark, P.E. PE 939712 Structural ANCHOR QUANTITIES SUBSTRATE: , ANCHOR TYPE,----... FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 , ONOO ONOO 000MI £'Z LONO° 1 Z ON0O OOOM £'Z ONOO Z ONOO OOOM £'Z IONOO Z ONOO L L 000M £`Z ON0O ON0O 000M £'Z ON0O ONOO L QOOM e'z ONOO Z 'ONOO 000M1 £'z ON0O Z ONOO WINDOW WIDTH GLASS TYPE DOM £Z 19.125 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 1 1 2 2 1 2 1 1 2 2 1 2 2 1 2 1 1 2 2 1 2 2 1 212 1 2 2 1 2 2 1 2 2 1 2 2 1 2.2 1 2 2 1 2 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 A, B, M 1 1' 1111122212222212', 1 1 1 1 1 1 1 1 2222.222222222222 1 1 1 1 1 1 1 1 22'23122232322232 1 1 1 1 1 1 1 24.000 PSF 79 C,D,E,F,G, H,I,J,K,L 1 1[1 1 1 1 1 1 1 1 2 2 1 1 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 1 3,2 1 2 2 1 3 2 ABM 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 82 PSF 68 77 , C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 11 1 1 2: 2 1 2 2 1 2 2 1 2 3 1 2 2 1 2, 2 2 3 3 1 2 2 1 3 3 2 3 3 1 3 2 1 3 3 1 3 3 1 2 2 1 3 3 1 4 3 1 3 2 1 4 3 1 4 3 1 3 2 1 4 3 ABM 1 111 11 111 2222222322 . 1 1 1 1 1 1 1 1 223322333332333 2 1 1 2 1 1 1 ,32233433243433243 1 1 1 1 1 1 1 1 37,000 PSF 59 67 79 C,D,E,F,G, H,I,J,K,L 1 111 1 1 1 1 1;1 2 212 1 2 2 1 2 2 2 2 3 1 2 2 2 2 3 2 3 3 1 2 2 2 3 3 2 3 3 1 3 3 2 4 3 2 3 3 1 3 2 2 3 3 2 4 3 1 3 2 2 4 3 2 4 4 1 3 2 2 4 3 ABM 1 1 1 1 1 1 1 1 1 1 1 2 2 ; 2 1 2 2 1 2 2 2 2 3 1 2 2_2 2 3 2 3 3 1 2 2 2 3 3 2 3 3 1 3 3.4 2 3 2 3 3 1 3 2 2 3 3 2 4 3 1 3 2 2 4 3 2 4 4 1 3 2 2 4 3 40.000 PSF 54 79 62 79 C,D,E,F,G, H,I,J,K,L 2 111 2 11 2 1 2 212 2 2 2 2 2,2 2 2 3 2 2 2 2 3 3 2 3 3 2 2 2 2 3 3 2 4 3 2 3 3 2 4 3 2 3 3 2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 5 3 ABM 2 111 2 111 2 111 2 212 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 3 3 2 2 2 2 3 3 2 4 3 2 3 3 2 4 3 2 3 3 2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 5 3 44 PSF 49 79 56 79 79 C,D,E,F,G, H,I,J,K,L 2 1 1 1 2 111 2 1; 1 2 212 2 2 2 2 212 2 3 3 2 2 2 2 3 3 2 3 4 2 2 3 2 3 3 2 4 4 2 3: 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 5 4 A,B,M 2 1 11 2 1 2 1 1 2 212 2 2 2 2 212 2 3 3 2 2 2 2 3 3 2 3 4 2 2,3 2 3 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 5 4 48.000 PSF 45 74 51 74 79 79 C,D,E,F,G, H,I,J,K,L 2 111 2 111 2 1 2 212 2 2 2 2 2 2 2 2 2 3 3 2 3 4 2 3 3 2 3 3 3 4 4 2 3 3 2 4 4 2 4 4 2 3 3 2 4 4 3 4 4 2 4 3 2 5 4 3 4 4 2 4 3 2 5, 4 212 3 3 ABM 2 1(1 2 111 2 111 2 212 2 2 2 2 212 2 2 212 2 3 3 2 2 314,3 3 2 3 3 3 414 2 3 3 2 4 4 2 4 4 2 3 3 2 4 4 3 4 4 2 4 3 2 5 4 3 4 4 2 4 3 2 5 4 3 53.125 PSF 41 67 46 67 76 79 C,D,E,F,G, H,I,J,K,L 2 1 1 1 2 11-1 2 1 1 1 2 21 2 2 2 2 3 3 13 2 3 3 2 3 3 3 4 4 2 3 3 3 4 ' 4 3 4 4 2 3 3 3 4 4 3 4 ; 4 2 3 3 3 4 4 3 5 5 2 4 3 3 5 4 3 5 5 2 4 3 5.4 A,B,M 2 1 2 1 2 111 2 21-2 2 2,2 2 212 3 313 2 3 3 2 33 3 4,4 2 3 3 3 4 4 3 4 4 2 3 3 3 4 4 3 4 4 2 3 3 2 41 3 5.4 2 4 3 3 5,4 3 5 4 2 4 3 3 5 4 Rawl BY 17■e Ron 1Of F.K Newd BF F.K Com or F.K OrR REVISE ANCHORAGE TABLE AND NOTES. 11/1306 B ADD DP MAX. WHERE ANCHOR OTY IS RESTRICTED BY SIZE. Daft V14/06 Defer 7/2005 R.was NrNr.M� A Coded J.J. NO CHANGE THIS SHEET 2/23 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BQX 1529 NOKOMIS, FL 34274 P T ANCHORAGE SPACING, STANDARD VIEW � --- ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Berner SH1W I NTS Moe 9 d 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS, INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF LOP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 4040 -20 117 3 313 1 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 2 B , n / X 41 / -- (`4 Ro bert L. Clark, RE. PE #39712 Structural ANCHOR QUANTITIES SUBSTRATE AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT \ 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE ao0M r E'Z ONOO ONOO aoom E'Z ON00 ONO 000M £'Z ON0O ONOO 000M £'Z ON0O 01400 000M E'Z ONOO ONOO aooM £'Z ON0O ONOO 000M E'Z ON0O ON0O 1 aoom E'Z ONOO ON0O WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 2 1 2 2 2 2 3 -- r3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 1 2 1 2 2 2 2 3 2 1 3 3 1 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 68 2 2 2 2 2 2 2 3 2 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 48.000 63 72 7 3 2 212 2 2 1 3 4131 3 41314 41314 513 1 4 513 53.125 73 58 68 72 2 2 1 2 2 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 3 1 5 ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. SUBSTRATE: ANCHOR TYPE: WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 GLASS TYPE D,E,F,J, K,L D,E,F,J, K,L D,E,F,J, K,L PSF D,E,F,J, K,L PSF D,E,F,J, K,L PSF D,E,F,J, K,L PSF D,E,F,J, K,L PSF D,E,F,J, K,L WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 0 (n0 (V 1 1 1 1 1 1 1 2 1 79 78 71 2 U N Z O U 1 1 1 1 1 1 1 1 2 1 2 79 U Z 0 0 1 1 1 1 1 1 1 1 79 2 1 76 70 2 63 2 22.668 0 0 1 0 (V 1 2 1 2 1 2 2 2 79 2 2 79 79 2 2 71 2 2 U N 2 U 1 2 1 2 1 2 1 2 2 2 2 2 79 79 U - 0 U 1 2 1 1 2 79 2 2 79 77 2 2 71 64 2 2 28.211 0 (n0 1 2 2 3 79 79 74 0 N 0 1 2 1 2 1 2 2 3 2 3 2 3 2 3 U Z � U 1 2 1 2 1 3 2 3 79 79 73 2 3 66 33.754 0 a1 0 N 1 2 1 2 2 3 2 4 2 4 3 4 77 3 4 U Z 0 U 1 2 1, 2 1 3 1 3 2 4 2 4 2 r 0 U 1 2 1 3 1 3 2 4 2 4 79 76 69 39.296 O (0 0 (V 1 2 2 3 2 4 2 5 3 5 0 N 0 O U 1 2 1 2 1 2 1 3 2 3 2 3 2 4 2 4 0 2 0 U 1 2 1 3 1 3 2 4 2 5 2 3 5 44.839 0 M O N 1 3 3 1 4 2 4 U N Z U 1 2 1 2 1 3 1 3 2 4 2 3 2 4 3 5 3 6 2 3 2 4 2 5 U Z • 0 U 1 3 1 2 4 2 5 2 5 2 6 69 3 6 50.382 O O N 1 3 1 3 1 4 2 4 3 5 3 6 U N 0 O U 1 2 1 3 1 4 2 4 2 4 2 4 U Z 0 U 1 3 1 3 2 5 2 5 2 5 2 5 3 7 55.925 0 m0 N 1 5 2 5 3 6 3 6 U N U 1 3 1 3 1 3 1 4 2 4 2 4 2 5 2 5 U Z O 0 1 3 1 4 1 2 5 2 6 2 6 3 7 NNW* Pox F.K. 11/13V6 Mewl e, F.K. orwer F.K 2 1/24/06 7/2 REVISE ANCHORAGE TABLE AND NOTES. 1070 TECHNOLOGY DRIVE B ADD DP MAX. WHERE ANCHOR OTY IS RESTRICTED BY SIZE. NOKOMIS, FL 34275 Aura. A J.J. NO CHANGE THIS SHEET err 2/2307 P.O. SOX 1548 NOKOMIS, FL 34214 Pc GT Visibly Betas ANCHORAGE SPACING, CUSTOM VIEW nr ALUM. SINGLE HUNG WINDOW, IMPACT 511700 etalw NTS Wag 10 s 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 114* ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD -18 1/2" MAX. FROM CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 5/8" MIN. TO 38" MAX. A TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 4040 -20 112 2 4 ® TABLE 8. KEY: MAX PSF (DP LIMITED) 112 JAMB BELOW 2 MTG. RAIL n B PRODUCT REVISED es toaPblng Ida lee Midi" g elding Cede A444133e44 Ne E DOOR it L. perk, P.E. PE #39712 Seectural 3.35 KSI MIN. CONCRETE 1 OPTIONAL 1x W000 BUCK (SEE NOTE 4) 1/4" MAX. SHIM .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL ? CONCRETE ANCHOR (SEE NOTE 1 & 3) ® 2x WOOD BUCK ®(SEE NOTE 4) DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE A 1 114" uu mi i uunmdu,. MIN. + 1 3/8" MIN., 1/4" TAPCON .1.3/4" MIN., 1/4" CRETE -FLEX 1/4" 4 MAX. — SHIM 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® DETAIL F, (HEAD) CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)® 1/4" MAX. SHIM WOOD FRAME 1/4" MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 3)& _ i poor IN. DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. SHIM 1 3/8" MIN. Ati 1/4" T MAX. JJJ SHIM 2x WOOD BUCK (SEE NOTE 4)® .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE ® 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. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4' SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. 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 CAN BE 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. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) WOOD FRAME .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR DETAIL G, (SILL) ftrarl flmdBp F.K Roved Br F.K NOT if F.K (Mc 11/13/76 Ode 9/1/05 !lofts A Cer"e.d8y. J.J. ADD INTEGRAL FIN ANCHORAGE. UPDATES REORDER NOTES. ADD NOTES 7. UPDATE CONCRETE EMBEDMENT DIM.. ADD NOTE 6 RE FIAT HEAD ANCHORS. 21 2/13/07 1070 TECHNOLOGY DRIVE NOKOMIB, FL 94275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Oorbea ANCHORAGE DETAILS nk ALUM. SINGLE HUNG WINDOW, IMPACT NTS s 11 a 11 rodents 4040 -20 B Robe R L. Clark, P.E. PE #39712 Sburtural BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI COUNTY APPROVED MIAMI -DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buildinecode NOTICE OF ACCEPTANCE (NOA) 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 Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW -701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO = Width- 3.75" and /or—Height-3.75". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1" and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. 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 renews NOA # 07- 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 - titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME 1300 - 02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer ", expiring on 05/21/11. 2. Notice of Acceptance No. 05 - 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. E -1 'sic \ . LL4 6 t , ts• Ishaq I. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 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 (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT 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 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ® INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ® ELCO TEXTRON NOA: 04 -0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM-2000 DESIGN MANUAL 4- 1.0s1a 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT ® EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Rae ReaeBy F.K. Da*: Deb: 4/4/07 CHG. NOTE2 TO REF. ASTME 1300 -02 AND REVISE ANCHORAGE NOTE 3. ADD REFERENCES TO NOTE 6 AND ADD NOTE 7. Revd FIT F.K. Duey F.K. Ow 12/15/03 Date: 7/14/03 R"Mbm: Rosialow B Revisions: A d,ecw.nar: REDUCE ANCHOR SPACING Oslo: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PG" Visibb Better NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT a"e wmeer PW-701 NTS Stoat 1 a 12 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10 -12 4259 -4 PRODUCT RENEWED 'Wan �MM Ise Merida B4169994 71/47 2rr9Y By Is�liaF1 )• a� 11RnA;Wdd' Division PRODUCT REVISED weeeplyise with We Fluids ihddiag Code Amputee 01— Dale ,/0/7 Robert L. Gads P.E. PE #39712 Structural 3/16" ANNEALED OR HEAT STRENGTHENED GLASS OUTSIDE OR 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) R 21 11/16" NOM GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS OUTSIDE 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 11/16" NOM GLASS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) R 22 PRODUCT RENEWED Balding gCod with ate Florida Aeceptaaee /Q Expired= Date At PRODUCT REVISED o eomplylat with the Florida Daidi.g Code Acceptacee Nee • ' 1= Di Eapirat on Dale ' s • 04 Rem) BY F.K. Rmd*r F.K D""" F.K. Der: Dar 4/4/07 Dale: 12/16/03 Darr 7/14/03 Revisions: B ReniVioner A Checked*, NO CHANGE THIS SHEET NO CHANGE THIS SHEET Orr 1070 TECHNOLOGY DRNE NOKOMIS. FL 34276 P.O. BOX 1629 NOKOMIS, FL 34274 PGT Vi idry Better GLAZING DETAILS nve ALUMINUM PICTURE WINDOW, IMPACT "Mk P66701 FULL e 12 OnereNa 4259 -4 ./ Robert L Clark P.E. PE 439712 Structural HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 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. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 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. ARCH. • Al& MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. 96" MAX. 92 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID 44 1/4" MAX. DLO 1 MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. PRODUCT RENEWED complying with the Parka lidding c inane No_ _ Expiration Date 114 Maid Weldon PRODUCT REVISED race complying with the Oneida Balding Code Acceptance Nn Expire ion Date Roos! By. Rood By F.K. Rend Br F.K. Drew ey F.K. as � 7 are: 12/15/03 Dab: 7/14/03 Itaviskaa liarblonc A Chocked By. UPDATE ANCHORAGE NOTE NO CHANGE THIS SHEET are: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ftt Visibly Better Dese4 e FLANGED ELEVATIONS nee ALUMINUM PICTURE WINDOW, IMPACT PW -701 sae a NTS 3 a 12 w."ao w. 4259 -4 B Robert L Clark P.E. PE #39712 Shuctural 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. 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 50 ia� FRAM O.D. 50 1/4" FRAME O.D. 48" MAX. L NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 98 1/4" FRAME O.D. 96" MAX. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. } 93 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 1 45 1/4" MAX. DLO QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. PRODUCT RENEWED as eompbing with the Florida Betiding Code Acceptance NoO / / ExpiMlao Date 2 /y m PRODUCT to,v as complain with tie Florida Raiding Code A9«pwuc No Bade 609 mar Or F.K F.K. tl..ner F.K. We: 4/ 12/15/03 Aft 7/14/03 IN Wiens 4 " 6 "''s 8 A cn..ara ADD FRAME O.D. DIMENSIONS AND UPDATE ANCHORAGE NOTE NO CHANGE THIS SHEET are: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS. FL 34274 PST Visibly Better INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT PW-701 NTS 4 m 12 pro. 4259 -4 B #/ Robert L Clads, P.E. PE #39712 Structural TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP -TO -TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW GLASS "X' DIM. TYPE 49.000 AREA 54.500 A,B,C,D AREA 60.000 I A,B,C,D AREA 65.500 I A,B,C,D AREA 71.000 I A,B,C,D AREA 76.500 AREA 82.000 AREA 87.500 AREA 93.000 AREA 96.000 Nerve By Need By F.K. Anal By F.K. omv, ay F.K. bb: 4/4/07 Der: 12/15/03 0s 7/14/03 A,B,C,D A B,C,D A B,C,D A C B,D A C B, D A C B,D AREA ReWlem: 8 Revieionw A Checked By WINDOW "Y' DIMENSION 28.500 +80.0 I -80.0 9.70 SQ.FT. +80.0 I -80.0 10.79 SQ.FT. +80.0 I -80.0 11.88 SQ.FT. +80.0 I -80.0 12.96 SQ.FT. +80.0 I -80.0 14.05 SQ.FT. +80.0 +80.0 15.14 SQ.FT. +80.0 +80.0 16.23 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 17.32 SQ.FT. -80.0 -80.0 -80.0 18.41 SQ.FT. -80.0 -80.0 -80.0 19.00 SQ.FT. 34.000 +80.0 I -80.0 11.57 SQ.FT. +80.0 -80.0 12.87 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 j -80.0 15.47 SQ.FT. +80.0 -80.0 16.76 SQ.FT. +80.0 +80.0 18.06 SQ.FT. +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 19.36 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 20.66 SQ. FT. -80.0 -80.0 -80.0 21.96 SQ.FT. -80.0 -80.0 -80.0 22.67 SQ.FT. UPDATE DESIGN PRESSURES PERASTM E 1300.02 AND NOTES. CLEAN UP TABLE 1 DESCRIPTION AND HEADINGS. CHANGE NOTE 1 ANCHORING WITH #12 SCREWS Deer 39.500 +80.0 I -80.0 13.44 SQ.FT. +80.0 I -80.0 14.95 SQ.FT. +80.0 1 -80.0 16.46 SQ.FT. +80.0 I -80.0 17.97 SQ.FT. +80.0 -80.0 19.48 SQ.FT. +80.0 +80.0 20.98 SQ.FT. +80.0 +80.0 22.49 SQ.FT. +78.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -78.0 -80.0 -80.0 24.00 SQ.FT. +74.0 +80.0 +80.0 25.51 SQ.FT. +71.9 +80.0 +80.0 -74.0 -80.0 -80.0 -71.9 -80.0 -80.0 26.33 SQ.FT. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 45.000 +80.0 I -80.0 15.31 SQ.FT. +80.0 1 -80.0 17.03 SQ.FT. +80.0 I -80.0 18.75 SQ.FT. +80.0 i -80.0 20.47 SQ.FT. +80.0 -80.0 22.19 SQ.FT. +79.3 +80.0 23.91 SQ.FT. +74.5 +80.0 25.63 SQ.FT. +70.0 +79.1 +80.0 27.34 SQ.FT. +65.5 +74.0 +80.0 29.06 SQ.FT. +63.0 +71.2 +80.0 -79.3 -80.0 -74.5 -80.0 -70.0 -79.1 -80.0 -65.5 -74.0 -80.0 -63.0 -71.2 -80.0 30.00 SQ.FT. c; Visibly Better 46.500 +80.0 I -80.0 15.82 SQ. FT. +80.0 I -80.0 17.60 SQ.FT. +80.0 I -80.0 19.38 SQ.FT. +80.0 I -80.0 21.15 SQ.FT. +80.0 I -80.0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT. +73.1 +80.0 26.48 SQ. FT. +68.4 +77.3 +80.0 +63.9 +72.2 +80.0 +61.5 +69.5 +80.0 -78.0 -80.0 -73.1 -80.0 -68.4 -77.3 -80.0 28.26 SQ.FT. -63.9 -72.2 -80.0 30.03 SQ.FT. -61.5 -69.5 -80.0 31.00 SQ.FT. 48.000 +80.0 I -80.0 16.33 SQ.FT. +80.0 I -80.0 18.17 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +80.0 I -80.0 21.83 SQ.FT. +80.0 23.67 SQ.FT. +76.8 +80.0 -80.0 -76.8 -80.0 25.50 SQ.FT. +71.8 +80.0 27.33 SQ.FT. +67.0 +75.8 +80.0 +62.4 +70.5 +80.0 +60.0 +67.8 +80.0 -71.8 -80.0 -67.0 -75.8 -80.0 29.17 SQ.FT. -62.4 -70.5 -80.0 31.00 SQ.FT. -60.0 -67.8 -80.0 32.00 SQ.FT. NOTES: 1, ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. 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 RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. FLANGED UNIT DESIGN PRESSURES er: ALUMINUM PICTURE WINDOW, IMPACT PW-701 9M. ermine NTS 5 a 12 4259 -4 B PRODUCT RENEWED aA complying WNh the EDAM Bolding Cade Acceptance Na Exmintls Date - 1 4 gy t7Nh Midden / , a, Robert L. Gc, P.E. PE 939712 ed Structural 60.000 I A,B,C,D TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW GLASS "X' DIM. TYPE 49.000 AREA 54.500 A,B,C,D AREA AREA 65.500 I A,B,C,D AREA 71.000 I A,B,C,D AREA 76.500 AREA 82.000 AREA 87.500 AREA 93.000 96.000 namear 0sts: asaer F.K Berea er F.K. Deft 12/15(03 Drew By Wb F.K. 7/14/03 A,B,C,D A B,C,D A B,C,D A C B,D A C B,D AREA A C B,D AREA 96.x0,.: ReNslorm Rettlabnit A WINDOW "Y' DIMENSION 28.500 +80.0 I -80.0 9.70 SQ.FT. +80.0 -80.0 10.79 SQ.FT. +80.0 1 -80.0 11.88 SQ.FT. +80.0 I -80.0 12.96 SQ.FT. +80.0 I -80.0 14.05 SQ.FT. +80.0 +80.0 15.14 SQ.FT. +80.0 +80.0 16.23 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 17.32 SQ.FT. -80.0 -80.0 -80.0 18.41 SQ.FT. -80.0 -80.0 -80.0 19.00 SQ.FT. 34.000 +80.0 I -80.0 11.57 SQ.FT. +80.0 1 -80.0 12.87 SQ.FT. +80.0 1 -80.0 14.17 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 I -80.0 16.76 SQ.FT. +80.0 +80.0 18.06 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 19.36 SQ.FT. -80.0 -80.0 -80.0 20.66 SQ.FT. -80.0 -80.0 -80.0 21.96 SQ.FT. -80.0 -80.0 -80.0 22.67 SQ.FT. UPDATE DESIGN PRESSURES PER ASTM E 1300-02 AND NOTES. CLEAN UP TABLE2 DESCRIPTION AND HEADINGS. CHANGE NOTE 1 ANCHORING W171412 SCREWS 39.500 +80.0 I -80.0 13.44 SQ.FT. +80.0 I -80.0 14.95 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 1 -80.0 17.97 SQ.FT. +80.0 -80.0 19.48 SQ.FT. +80.0 +80.0 20.98 SQ.FT. +80.0 +80.0 22.49 SQ.FT. +78.0 +80.0 +80.0 24.00 SQ.FT. +74.0 +80.0 +80.0 +71.9 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -78.0 -80.0 -80.0 -74.0 -80.0 -80.0 25.51 SQ.FT. -71.9 -80.0 -80.0 26.33 SQ.FT. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 45.000 +80.0 I -80.0 15.31 SQ.FT. +80.0 1 -80.0 17.03 SQ.FT. +80.0 I -80.0 18.75 SQ.FT. +80.0 1 -80.0 20.47 SQ.FT. +80.0 -80.0 22.19 SQ.FT. +79.3 +80.0 23.91 SQ.FT. +74.5 +80.0 25.63 SQ.FT. +70.0 +79.1 +80.0 +65.5 +74.0 +80.0 +63.0 +71.2 +80.0 -79.3 -80.0 -74.5 -80.0 -70.0 -79.1 -80.0 27.34 SQ.FT. -65.5 -74.0 -80.0 29.06 SQ.FT. -63.0 -71.2 -80.0 30.00 SQ. FT. PG Visibly Better 46.500 +80.0 I -80.0 15.82 SQ.FT. +80.0 I -80.0 17.60 SQ.FT. +80.0 I -80.0 19.38 SQ.FT. +80.0 I -80.0 21.15 SQ.FT. +80.0 -80.0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT. +73.1 +80.0 26.48 SQ.FT. +68.4 +77.3 +80.0 +63.9 +72.2 +80.0 +61.5 +69.5 +80.0 aaaaacert PW-701 -78.0 -80.0 -73.1 -80.0 -68.4 -77.3 -80.0 28.26 SQ.FT. -63.9 -72.2 -80.0 30.03 SQ.FT. -61.5 -69.5 -80.0 31.00 SQ.FT. NTS 48.000 +80.0 1 -80.0 16.33 SQ.FT. +80.0 I -80.0 18.17 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +80.0 I -80.0 21.83 SQ.FT. +80.0 -80.0 23.67 SQ.FT. +76.8 +80.0 25.50 SQ.FT. +71.8 +80.0 27.33 SQ.FT. +67.0 +75.8 +80.0 +62.4 +70.5 +80.0 +60.0 +67.8 +80.0 6 ' 12 -76.8 -80.0 -71.8 -80.0 -67.0 -75.8 -80.0 29.17 SQ. FT. -62.4 -70.5 -80.0 31.00 SQ.FT. -60.0 -67.8 -80.0 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. 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 SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. INTEGRAL FIN UNIT DESIGN PRESSURES rw: ALUMINUM PICTURE WINDOW, IMPACT 4259 -4 B PRODUCT RENEWED as complying with the Florida Raiding Code Acceptance N9_ /O Expiration Data 7 J 1R In / M 1 S L 1 • Minion PRODUCT REVISED e aonpy -a-w1U Ue Melds Sidatg Cade Acceptance No Expiration ex, Robert L. Clark P.E. PE 439712 Structural 0 0 0000 I 1 0 2.784" O ,�IMI�i! o a Dins Rend fir Son. F.K. 4/4/07 Roved ar. rtes FK man r er FIG 0 www. A draedBy. NO CHANGE THIS SHEET SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT ussd eao PW-701 HALF 7 12 4259 -4 SCREWED CORNER ASS'Y (FLANGE FRAME) 12/1503 0w 7/14/03 NO CHANGE THIS SHEET .r: OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) 1 L 1 1 110 1 ALONG ENTIRE JOINT KEYED CORNER ASS'Y 0 (FLANGE FRAME) tW ALONG ENTIRE I I I Ip i1 JOINT WELDED CORNER ASS'Y (FLANGE FRAME) 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 1528 NOKOMIS, FL 34274 ALONG ENTIRE JOINT PGT Visibly Better MAX. WINDOW HEIGHT 0 0 0 MAX. DAYLIGHT OPENING VERTICAL SECTION (FLANGE FRAME) INSIDE PRODUCT 4Ei.Ewrfl m complying with the Florio" Bolding Cmle Aeccytaoee No ad^ l2. l0 Espir tioa Dote 2//9 7�ILI MI . ll.de ,. \ l l am Division PRODUCT REVISED as emptying MO the Mid. Raiding Code Acceptance N. radon Date Robert L Clark, P.E. PE 539112 Structural I 2.784" SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT m 0 MAX. DAYLIGHT OPENING 2.784" 1b INSIDE PRODUCT RENEWED as complying with the Florida Raiding Code Aceeptanee Na OF — / 117 • �� Expiration Date z/ pi. 1 ?A?4 DY_Lcktacin �,— Miami Dade Diaistion PRODUCT REVISED C Aeeepgnce Nu �5�t Date 9 lamed Or ww By F.K. Rewd F.K Organ Br F.K 4/4/07 12115/13 Date: 7/14/03 Revlionw Rewkm: B Asmem A checked ay NO CHANGE THIS SHEET NO CHANGE THIS SHEET dam 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P r Visibly Bette. O SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT sena•Mait PW-701 VERTICAL SECTION (INTEGRAL FIN FRAME) sap HALF 8 > 12 4259 -4 B /7 Rob4it L. Clark P.E. PE 939712 Sbuctural ITEM DWG NO. PART # 1 2 7 8 10 11 12 13 14 15 17 18 20 21 22 Famed By F.K nder F.K. .050" 41407 4256A 4253 1155 4255 4254 1224 4224 4262 Dew: 12/15/73 64256 64253 781 PQX 64255 64254 6TP247 64262 .970" ITEM 10, 7/16 LAMI GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4255 a ewr" ReviWr: A NO CHANGE TH15 SHEET NO CHANGE THIS SHEET DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #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 VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 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 ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 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 .975" Rowdily: Dar: a darn Dd Ch.cSder Lbw: F.K. 7/14/03 ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MATL: 6063 -T5 DWG NO. 4254 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FI. 34274 1.875" Pic" Visibly Berner ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A — 11-- .062" sarsaer FIN -701 Bow HALF 2.784" a 12 2.784" ITEM 2, FLANGED FRAME MAT'L: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT 42594 B 2.500" PRO1w5:1 as emptying with she 1 Raiding Cod, Acceptance Usk 1,I Expiration Uafe 7 M‘.4 4.. Miaei Bd PRODUCT REVISED comp yh *kb do plaids BOOBS Coda Ateeptorce . Clark, P.E. PE 939712 Slnkwra! .131" DIA. M N. x21 /2 "NAL, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX. SHIM 1/4" MAX. f SHIM T SEE NOTE 1 FOR EMBEDMENT INTEGRAL FIN DETAIL B SEE NOTE 1 FOR ® EMBEDMENT. 7 • WOOD ANCHOR (SEE NOTE 2) A 1/4" MAX. E SHIM 1 3/8" MIN. 1 3/8" MIN. ®EMBEDMENT _ ® EMBEDMENT 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) A, 1/4" MAX. r SHIM T 1x WOOD BUCK (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU ® -3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: A 1. FOR CONCRETE APPLICATIONS , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. '- 1l.\1s1E 2. FOR WOOD APPLICATIONS , USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 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. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. WOOD ANCHOR (SEE NOTE 2) L 1/4" MAX. 1 SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) PRODUC I .: kAti. ttYi SS compiyin9 with the Floeid" Bidding Co,(,, Aceept"nee No O S - 1 t 12 .16 Expiration Date 1I(,' l' ^t Sy Masai a iD e Mai Dede DMS1"a Remsd /lewd By F.K. Rea. I By F.K. dm, 9y F.K. a. Den.' 4/4/07 0.0 12/1503 Date: 7/14/03 8 A Doomed By REVISE AND UPDATE ANCHORAGE PER CURRENT FBC CHANGE NOTE 1 AND FASTENER SPACING Dare: 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 1529 NOKOMIS, R. 34274 PST Visibly Better ANCHORAGE - HEAD, SILL AND JAMBS rax ALUMINUM PICTURE WINDOW, IMPACT BefieeModet PW -701 NTS areee 10 12 I 4259 -4 B � / Ro L. Clare, P.E. PE 439712 31"eGural TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. "X' DIM. 49.0" 54.5" 60.0" 65.5" 71.0" 76.5" 82.0" 87.5" 93.0" 96.0" cc 0 LLJ 0 0 0 0- I-> O.C. O.C. O. O.C. O.C. O. C. O.C. O.C O.C O .C. WINDOW "Y" DIMENSION 15.0" X CO d) co N O r O co (Z' O (o O N m Y N r r N N r N r N r (NI r N 4- ('.4 r N r 20.0" X CO M N CO 0 N O O O 0 O 0 0 N Y O O 0 O O O O O O O 25.0" 1.,2.,4. X CO f') O N O O O 0 (0 O N o N Y N N N N N N N N N N N N N N N N 28.5" X O M O O N CO 0 co O (0 O N CO N N Y CO O m O a- ct, a O O V co O 1• co 30.0" O CO CA CO N O CA O a tZ' O (0 CO 10 O N N 0) 0) 0) 0) 0) 0) 0) 0 0) 34.0" X CO 1") N N O O CV O lam) a 0 (0 (o 0 O O N 0 Y 2. X CO 1') N O (D 0 r in O co a O (o O O 1f Y 4. X O co N 0 O co 8 0 0 co t') 0 N O Y 39.5" 1. X CO M O O CA O co 0) a 0) O O N o) 0) CO CO O) Y O 0) co t+) 0) O M W O M 0) co M 0) co M 0) (0 M 0) O l') m CO 0) O X O CO N co O Y O co 8 a P7 O CD O (1, O 0 CA Y (0 M 0) co 0) co ( 0) O (') 0) 0) N) 0) O M 0) co M 0) co 0) co M 0) O 8 0) 4. X O (') O N O M O CO 0) a O 0 O O O N O Y O M 0) O M 0) co 1') co 0) co 0) co 0) N M 0) co C') 0) (0 M 0) O t�+ 0) 45.0" 1. X O (') N co u) O CO N CO O N O 80 0) 0) M CO O A CO 0) co n O Y 2. X CO M N u') O N (') O co co chi O (0 (0 0 co O Y 4. X CO 1') N co N 0 w C') O co r 0) a 0) O O W 0) CO M 0) 46.5" 1. X CO M N O ID 0) O CO r. n CO O co O O O co n co Y N N N N N N N N N N 2. CO m N 0 O co 8 M O (0 O M_ 0 O N N O Y N r- N N N N N N N 4. X CO N 0 h co O 9 4.. 3 0) 0) CO O CO 0) O CO Y N N N N N N N N N N 48.0" X co co O h 0 O CO CO CO 0) f+) CO CD n CO co O co r O Y N N N CA 2. X oo N co co CD CD CO 0 CA 4. CO CO co co col co NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON-CENTER (0.C.) "X" AND "Y" DIMENSION FROM TABLE 3 (MIN. 2 1/8" 0.C. CONCRETE SUBSTRATE) MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: DIM. "X" DIM. ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (05) 3. 1/4' ELCO TAPCON 4. 1/4" ELCO SS4 CRETEFLEX 5. 5/16" ELCO TAPCON PRODUCT RENEWED as complying with the florid* Balding Emir Expiration Darc_2„.4.94243 I Lt B Y Mud bode Conti* PRODUCT =VIM as eomplying with ik MAY Wang Cosk Doe Oki Prodoct fro" Revel s F.K. FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT W THIN AND USE THE ON-CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2" FROM ANY CORNER, Dokr Rrdateir NEW SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 30275 P.O. BOX 1529 NOKOMIS, FL 34274 Visib& Better DeaTh ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT mmossod NTS 11 12 4259-3 Rat //A Robert L. Clark, P.E. Structural TABLE 4. ANCHOR 0 ANCHOR TYPES: ANCHOR TYPE v WINDOW "Y" DIMENSION 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3 1/4" ELCO TAPCON 4 1/4" ELCO SS4 CRETEFLEX 5. 5/16" ELCO TAPCON .0" 46.5" 48.0" A. ,5 5. 3. 4. 5. 3. 4. 5. DIM. X Y X Y XYXYXYXYXY XYXY YXYXYXY XYXYXYXY X Y X Y X Y X Y X Y X Y I.C. 12 3/8 5/1- L 8/2 51- OL J 8/2 51- 5/4 9 12 3/8 1 5/1- 51- 4/1- 6 4714 8 1 1 8/251. 1 4/L 9 ] 4/16 01 8/2 51- CD 411- 6 L1- I 18/£51. L1- 8/2 51- 1-L I 91- /L L I 94/6 6 1 12 3/8 91- /E 6_1 8/6 Z1- 91- /6 6 1 94 /L L-1 4/4 8 I 8/2 Z4 1 1-1- I 8/2 541 LL 1 94/L L 8/9 8 9/E 51- 1 Z /L 141 8/6 51-1 Z/L L1- 17 7/16 blL L 51- 1 8/E Z1 I ZL I.C. 8/901- 1 Z/L L 9/9 OL 01- 8/S OL I ZR9' 8/S OL 1 Z/1- ZL 10 5/8 1 411- 8 8/901- 4/1-. 5/1 8 8/9 04 5/L 8 I 1-1 8/S 01. 1 1-L 8/9 01- 41-1 8 I 19L/66I 8/9 01- 91-1£6 10 5/8 WE 6 I B/L L 411. 9 8/9 01- LL 8/9 01 1 1- 8/1- L 8/9 8 9/901 5/1 1-L 8/901 5/4 1-1- 811- 411- L 8/9 OL 1 ZL 1 105/8 Z1 I.C. ZL IZ /L ZL 1 OL 8/9 6 5/4 9 ZL 12 1/2 1 8/S 6 4/1- 8- I ZL 411. 8 9/9 6 ZL 1 Zl 1 LL ZL «I 911E 6 I 54 911E 6 ZL 9L/£ 6 8/1- 9 PO 9 9/9 6 I 11 1 ZL LL 1 8/1- 9 8/9 8 8/9 6 Z/L 41- ZL 5/4 LL 1 L 8/L 9 I 4/4 1- 1 8/9 6 L Z1- 1 51 1 51 I.C. 4/E 041 ZI1- L 4/201. OL 4/201-1 5/1- 9 10 3/4 1 12 1/2 1 1 9L/SL 8 4/L 8 1 4/2 01. 411- 9 91-191 co WE 01 CI) 1 91 /1-L L 1 1-1 14 /201-1 L L 4/E OL LL 91- /LL L 941E 6 I 4/E 01. 91-12 6 10 3/4 91.1£ 6 91/14 9 1 1 411- 8 1 412 01. I L _I 1 10 3/4 L1- I 91-/41- 9 1 9/9 9 I 4/6 01.1 I Z/. LL I PIE OLI Z/1 LL 9 1 - / 1 - 1 - 9 1 4/1- L I 4/£ Olt 51- I 412 OL I 51- 1 I.C. [91-191- 1-1- I 511- L 1 91-121- LL I 1 911- 6 I 1 Z/L 9 191-124 LL 1 5/1- ZL 1 91 /L 8 I P11 8 191- /EL L1- [ 414 I91-/L9 co 191-121- LL co I 9L /1- I 1-1- I 194/£1- LL 1 LL 191-1£1- 1-1- I 11- 1 1 8/£ L I 191-126 9/1- 6 91/2 6 191461.14 191/26] 1 91-/6 1 411- 8 1 8/1- 6 I__ L1- 1 191-161- 1- 9L /6 9 9/9 8 8/1-6 I Z/L LLJ 91-/£1- 1-1-1 5/1- 9146 9 414 L 8/1- 6 51 1 ,91- /£L 51- I PRODUCT RR;ct. ) eseeepiyiag with oh - 1 Rrtdieg Code Amputate NoO &- 1112. I D Espintion iteete2 -114 01y 2 Ir1 I.C. 4/2 01- Z/L L 4/£ 01- 01- 4/2 O1- 41£ OL 5/L ZL 411- 6 8 J 4/201- 1 4 /1-81 91/1- 8 co 4/£ 01. co 91/1- 9 4/2 OL 1 1-1- I 4/£ 01- t I WE L I 91/£ 6 I 4/£ Ol 91-/6 6 4/2 01- 91-/2 6 I 5/1- 9 1 1 4/1- 8 1 411-6 LL 01- 1-1- 1 5/1- 9 8/9 8 411-61 5/1 LL 4/601 5/1- LL 5/4 9 4R L 4/1 6 Z 4J£ OL Z1- C. 91-11-1-1-1- 5/1- L 91- /1-L L1- 01 I o1- I Z/4 9 I 191- /LL LL 1 5/1 51- I 4/£ 8 I 411- 8 19N1-1- LL I 411- 8 4/£ 8 9 411-1. 14 1 91-/21- L L 1-1- 91 /1-L 1-1- 14 91./1414 I _ _L 1 - n 1 911£ 6 I 01- I 91-16 6 191./1414 914E 6 1 8/£ 9 I P/1- 9 I 01- I L1- _I 191/14 11-1 44 I 8/£ 9 I I 919 9 4/2 9 5/1- L1- 94144 441 Z/1- 1-1 8/1- 9 411- L 4/£ 8 51- 1 1-91 /1-1 1-41 51- 1 Re+aAA ®irwa. I.C. 8/S 51- 5/1- L [ 12 5/8 01- 1 91-11- 6 1 5/L 9 1 9/9 51- 1 5/1 51- 9141. 8 I 4/1- 8 12 5/8 I 4 11- 9 94 /L 8 cm 8/9 5LI 0.3 9 1-/6 L I 1-1- 1 [94/£4 01- I 8/951- LL I 8/1-9 91-16 6 110 13/16 91/6 6 112 5/8 91-12 6 91.19 9 1 4/ 1- 8 1 91- /L 6 L L 112 5/8 1 I 91/9 9 1 8/S 9 I 91- /L 61 511 41- 1 112 5/8J 5/1- LL 1 91-161-91 44 L L 91- /L 9I z1- 1 125/8 51- I 93.0" O.C. 1 849 1-L 5/1- L 9/9 LL OL [ 8/1- OL 15/1. 9 I 1 819 L L IZ /1- ZL rn I 4/4 8 I 1 L 1- 4/1- 9 I B/1- 8 0) B/S 41- 0) I 8/£ L I L1- I 8/0 1-L I I 11 I 9/9 L 4 1 1- 4/E 9 9416 6 I I en 041 141.7C 18/9 LL 91- /6 6 411- 9 I 4 11- 8 I 0) 1 8/244 1 11- 1 513/16 re / 8 _I 0) 511. 1.41 1 8/214 1 Z/1- 4 4 I 91-/81-91 411- L I 0) I 51. ] 1 819 LLI ZL PRODUCT REVISED r eompiyIag with the Florida Bulbs gCode 4t epmm , Na I - R..' 06 96.0" O.C. 1 ZL 5/1- L 1 Z1- I I 01- 1 r 8/5 6 I I Z/1- 9 I I ZL Z1L ZL 9 I 411- 8 ZL 1 HI. 9 91- /L 8 1 co 51 0 1 L I 1-4 5/1- 01- 1-1 Zl I L1- 1 I Z/1- 9 I 91/£ 6 I 1 5/1- OL I 91/2 6 I I ZL 91- 6 m 8 9/£ 6 LL 1 I 51- I 1 41- co 8/S 9 8 7116 1 Z/1- LL I zL I [z/1- 11 9/9 S I 6[1- 91- /L 8 I Zl 1 I 54 I 54 1 Date .a.w 2 009 41 '1 . �' .. e PeedeetC . . NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: „ MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 4 (MIN. 2 1/8" O.C. CONCRETE SUBSTRATE) DIM. MAX. 8 1/2" FROM CORNERS L �� 4 L. Oath P.E. PE 439712 Stmcturai 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: "X" FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT W DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2" DIM. THIN AND USE THE ON CENTER FROM ANY CORNER. R"."d AIM 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 P ANCHORAGE, CONCRETE SUBSTRATE TM' ALUMINUM PICTURE WINDOW, IMPACT RemI By F.K. ReNdnr 8 NEW SHEET 0e"" Br F.K. voK 7/14/03 ce.d"eBy pr,,. 1 NOKOMIS, FL 34274 Visibly Better "1i" PW -701 NTS 12 of 12 4259 -3 B MIAMI -DiADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1 "X Heavy Wall Aluminum Tube Clipped Mullion- L.M.I. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal 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 manufacturers 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 renews and revises NOA # 04- 0528.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04 /28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3/4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 C a .i 3 \ ( \ t \ 1 / .i 1 1 m �� , ANCHORS "C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS M 1) M2) w WI 1 W2 W W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DL I LRMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 MAX OPENING = W OR W14-W2 MULL LENGTH = H1 ANCHORS DETAIL A ANCHORS DETAIL A ANCHORS DETAIL 'B'; "C" OR "0" AT BOTH ENDS AND AT BOTTOMS WI -/ W2 J W3 w W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H1+H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W1 +W2 01? W2 +W3 MULL LENGTH = H1 USED IN THE DESIGN OF THIS PRODUCT. FOR NOTES: 1. THE 33 1/39 STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 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 ® TO THE STRUCTURE. MULLIONS MAXIMUM OF (7) UNITS. obert L. Clark, P.E. PE #39712 Structural ANCHORS DETAIL 'B "C" OR "D" BOTH ENDS ANCHORS DETAIL "B'; "C" OR "0" BOTH ENDS w 1 W2 MULLION W = W1+W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, f1 34274 Rend By: F. K. Revsd By: F.K. Grown By: P.J. P. Description: 5, 30/06 Dot 515/06 Dote: 4/25/00 1" HEAVY WALL, ELEVATIONS Title: ALUMINUM TUBE CLIPPED MULLION Seriea /Model: MULLS Sc b: NTS Revisions: D — ADD NOTES 5 & 6 Revisions: C – ADD TECH. REFS. H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1+H2 MULL LENGTH = W Sheet: 1 of 7 elIoDUCTRENEWED as maybe% etith Ike Midi. Bide* Cede Acceptance /. _ 09- E ere/i431 1 Growing No. 6221 Rev H \ \ r — t h M i M2 I\ ANCHORS "C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS M 1) M2) w WI 1 W2 W W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DL I LRMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 MAX OPENING = W OR W14-W2 MULL LENGTH = H1 ANCHORS DETAIL A ANCHORS DETAIL A ANCHORS DETAIL 'B'; "C" OR "0" AT BOTH ENDS AND AT BOTTOMS WI -/ W2 J W3 w W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H1+H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W1 +W2 01? W2 +W3 MULL LENGTH = H1 USED IN THE DESIGN OF THIS PRODUCT. FOR NOTES: 1. THE 33 1/39 STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 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 ® TO THE STRUCTURE. MULLIONS MAXIMUM OF (7) UNITS. obert L. Clark, P.E. PE #39712 Structural ANCHORS DETAIL 'B "C" OR "D" BOTH ENDS ANCHORS DETAIL "B'; "C" OR "0" BOTH ENDS w 1 W2 MULLION W = W1+W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, f1 34274 Rend By: F. K. Revsd By: F.K. Grown By: P.J. P. Description: 5, 30/06 Dot 515/06 Dote: 4/25/00 1" HEAVY WALL, ELEVATIONS Title: ALUMINUM TUBE CLIPPED MULLION Seriea /Model: MULLS Sc b: NTS Revisions: D — ADD NOTES 5 & 6 Revisions: C – ADD TECH. REFS. H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1+H2 MULL LENGTH = W Sheet: 1 of 7 elIoDUCTRENEWED as maybe% etith Ike Midi. Bide* Cede Acceptance /. _ 09- E ere/i431 1 Growing No. 6221 Rev PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION FOR 1" MULL 4" TYPICAL MULLION TO MULLION INSTALLATION, DETAIL 'A" 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTES 2 & 3 2 MIN. SEE NOTE 3 --1 " MULL= }" 2 MIN. 2g(TYP) 1 18(TYP) r ---2" OR 4" PGT 1 x MULLION #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1 x MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 SEE NOTES 2 & 3 TYP CAL, MULLION TO STRUCTURE WITH NOTES: WOOD BUCK. DETAIL B" 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE —FLEX 1 3/4" NOTE 1' 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 SHEETS 5, 6 AND 7. 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 THROUGH 4 ON SHEETS 5, 6 AND 7. 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. 1 SEE NOTE 1 PGT 1 x MULLION -- WOOD BUCK REMOVED TO CONCRETE 3 6 Robert L. Clark, P.E, PE #39712 Structural I 1 MIN. � ( ; SEE NOTE 1 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 MIN. WOOD / — BUCK / 28( +P)1h(TYP SEE ' NOTE 1 1 .---2" OR 4" WOOD BUCK Raved By: F.K. Raved By: F.K. Drawn By P.J.P. Description: F-2" OR 4 7 } TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "0" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Dat : Raviaions: 5 ,30/06 D— MODIFY NOTES 3 & 5 Dat : Rvisions: 5,3/04 C — EMBED. DETAILS Data: 4/28/00 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE .3 MASONRY ANCHOR SEE NOTES 1 & 3 MASONRY ANCHOR, SEE NOTES 1 & 3 Title: ALUMINUM TUBE CLIPPED MULLION Series/Model: Scale: Sheet: Drawing No. MULLS NTS 2 of 7 6221 1" HEAVY WALL, CLIP INSTALLATION DETAIL Rev: 0 1 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR lx MULL MULL SIZE 1 x 2 x 3/8 1 x 2 3/4 x 3/8 1 x 2 3/4 x 21/32 1 x 4 x 3/8 1 3I 4 1 3/16 1 15/16 1 3/8 3 3/16 L 4MAX. 4MAX. r r ----A 2 A TWO (2) ANCHOR LOCATIONS A/2 gMIN , , 1 ONE (1) ANCHOR LOCATION © THREE (3) ANCHOR LOCATIONS BMIN.ThA1 TWO (2) ANCHOR LOCATION NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. 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. 3 MIN.TYP. © FOUR (4) ANCHOR LOCATIONS THREE (3) ANCHOR LOCATIONS Robert L. Clark, P.E. PE #32.712 Structural 8 M1N.TYP. (4)EQ. SP. (A- 3/4)/4 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1 14MAX. gMIN. 3 M _F - 7 to ® FIVE (5) ANCHOR LOCATIONS R F.K. Rend By F.K. g MIN. 1 D S X (6) ANCHOR LOCATIONS 3 3 MIN .TYP. B TYP. Revisions: 0 CHG THIS SHT Revisions: C — REDRAW, ADD DIM. &NOTE Dot: SJ30 /0 5,5/ Drown Sy: P.J.P. Dote: 4/28/00 Series /Model: MULLS Scale: NTS Sheet: 3 of 7 PRODUCT RENEWED amplyle6wYY rie Florida Blake Code ore Description: 1" HEAVY WALL, ANCHOR LOCATIONS Title: ALUMINUM TUBE CLIPPED MULLION Drawing*. 6221 Rev: D 2 _3 _1 8 2 1 4 _1 8 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 21 32 7 x HEAVY WALL MULLS MAT'L: 6063 —T6 GW obert L. Clark, P.E. PE 839712 Structural 1 3-_ 4 1 �8 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Remit. : Fl� Red 8y: F.K. Drown Fly: P.J.P. Description: TAM: 3 8 3 4 Dot : Revisions: 5130/06 0—NO CHG THIS SHT Dat : Revisions: 515/06 C —N0 CHG THIS SHT Does: 4/28/00 1 8 1" HEAVY WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION Series /Model: Scale: Sheet: Drawing No. MULLS I X 4 o/ 7 6221 Rev: D CHART 2. -1 x2.75x.375 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 ANCHOR CLIP TO OPENING CLIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 84 90 96 OPENING WIDTH IN INCHES 50 (2) A (3) B (3) B 170 170 170 166 145 131 77 58 113 86 73 67 54 43 36 25 23 50 (2) A (2) B (1) B 155 129 115 94 67 58 50 38 32 30 24 19 16 (3) A (3) B (3) B 170 170 170 170 152 131 113 86 73 67 54 43 36 25 23 60 (2) A (2) B (1) B 142 116 100 81 58 49 43 32 27 25 20 16 60 (2) A (3) B (3) B 170 170 161 147 127 112 97 73 62 57 45 37 30 28 23 21 19 70 (2) A (2) B (1) B 134 107 91 73 51 44 38 29 24 22 17 (3) A (3) B (3) B 170 170 170 170 131 112 97 73 62 57 45 37 30 21 19 80 (2) A (2) B (1) B 130 102 85 68 47 40 34 26 22 20 16 70 (2) A (3) B (3) B 170 161 148 135 116 99 85 65 54 50 40 32 26 18 17 90 (2) A (2) B (1) B 130 100 82 64 44 37 32 24 20 18 (3) A (3) B (3) B 170 170 170 165 116 99 85 65 54 50 40 32 26 18 17 100 (2) A (2) B (1) B 130 99 80 63 30 22 18 17 80 (2) A (3) B (3) B 170 154 140 126 101 90 49 45 35 16 15 CHART 1. - 1x2x.375 QTY. & TYP. OPENING WIDTH IN INCHES 110 (2) A (2) B (1) B 130 99 80 62 41 34 29 21 17 16 (3) A (3) B (3) B 170 170 170 153 107 90 77 58 49 45 35 28 23 16 15 120 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 17 15 90 (2) A (3) B (3) B 170 150 136 121 100 84 72 54 45 41 32 26 21 130 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 16 15 (3) A (3) B (3) B 170 170 170 146 100 84 72 54 45 41 32 26 21 160 (2) A (2) B (1) B 130 99 80 62 42 35 41 34 28 20 16 100 (2) A (3) B (3) B 170 149 134 119 96 80 68 50 42 38 30 24 19 (3) A (4) B (3) B 170 170 170 142 96 80 68 50 42 38 30 24 19 110 (2) A (3) B (3) B 170 149 134 118 93 77 65 48 40 36 28 22 18 (3) A (4) B (3) B 170 170 170 141 93 77 65 48 40 36 28 22 16 120 (2) A (3) B (3) B 170 149 134 118 92 76 64 46 38 35 27 21 17 Robert. L. Clark, P.E. PE 139712 'Structural (3) A (4) B (3) B 170 170 170 141 92 76 64 46 38 35 27 21 17 130 (2) A (3) B (3) B 170 149 134 118 92 76 37 33 26 (3) A (4) B (3) B 170 170 170 141 92 76 63 45 37 33 26 20 16 160 (2) A (3) B (3) B 170 149 134 118 92 76 63 44 36 32 24 19 15 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 (3) A (4) B (3) B 170 170 170 141 92 76 63 44 63 45 36 32 24 20 16 19 15 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. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS IND STRIES Re evsd By: F.K. no/Os 575/06 Revisions: D —NO CHC THIS SHT Revisions: C— MARKED REVISIONS Drown By Date: P.J.P. 4/28/00 Dexnption: 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 ALUMINUM TUBE CLIPPED MULLION MULLS Vertical Mull Width Mull Length _t Horizontal Mull Opening Width I Mull Multiple Mulled Units Opening Width Mull Length NTS t oispbtag with lie MAY Balding Cede Expirstior •7 Drawing No. 6221 Rev: CHART 3. -1 x2.75x.650 QTY. & TYP. ' OPENING WIDTH IN INCHES ANCHOR CLIP TO OPENING CLIP TO MULL & 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 50 (3) B (2) B 170 169 170 170 166 152 (2) A (4) B (2) B 170 170 156 142 170 170 122 114 133 125 118 106 91 84 67 54 44 31 29 152 143 135 108 91 84 67 54 44 31 29 60 (3) B (2) B 170 160 148 135 117 110 103 92 77 71 57 46 38 26 24 (2) A (4) B (2) B 170 170 169 155 134 126 118 92 77 71 57 46 38 26 24 70 (3) B (2) B 170 148 136 124 106 99 93 81 68 63 50 40 33 23 21 (2) A (4) B (2) B 107 81 68 63 50 21 80 (3) B (2) B 170 141 129 116 99 92 86 73 61 56 44 36 29 20 18 (2) A (4) B (2) B 170 161 148 133 113 105 97 73 61 56 44 36 29 20 18 90 (3) B (2) B 170 138 125 112 94 87 81 67 56 51 40 32 26 18 17 Vertical Mull _Opening_ Width Mull Length Horizontal Mull F Opening Width L. Mull Length Multiple Mulled Units Opening Width Mull Length (2) A (4) B (2) B 170 158 143 128 107 99 90 67 56 51 40 32 26 18 17 100 (3) B (2) B 170 137 123 109 90 83 77 63 52 48 37 40 33 23 30 24 17 15 (2) A (4) B (2) B 170 157 141 125 103 95 85 63 52 48 37 30 24 i7 15 110 (3) B (2) B 170 137 123 108 88 81 75 60 49 45 35 28 23 15 Robert L. Clark, P.E. PE #39712 Structural (2) A (4) B (2) B 170 157 170 157 141 124 141 124 100 91 101 93 49 82 60 45 35 28 23 15 120 (3) B (2) B 170 137 123 108 88 80 73 58 47 43 33 26 21 (2) A (4) B (2) B 80 58 47 43 33 26 21 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. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS _r INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 130 (3) B (2) B 170 137 123 108 88 80 73 56 46 42 32 25 20 Revsd By: F.K. Drown ey: P.J.P. (2) A (4) B (2) B 170 157 141 124 100 91 79 56 46 42 32 25 20 SeriesAlodel: MULLS 160 (3) B (2) B 170 137 123 108 88 80 73 56 45 40 30 23 18 Dote: 5f5/06 4/28/00 scow NTS (2) A (4) B (2) B 170 157 141 124 100 91 79 56 45 40 30 23 18 Reved F. . O : Revisions: 5 D —NO CHG THIS SHT Revisions: C- MARKED REVISIONS u.nrw Isoievrt: . CS•l OZ Description: 1" HEAVY WALL, PRESSURE CHART 3 rtJ.: ALUMINUM TUBE CLIPPED MULLION Sheet: 6 a 7 Drawing No. 6221 Rev: D CHART 4. - lx4x.375 QTY. & TYP. ANCHOR CLIP TO OPENING 70 (2) A (3) A (4) B (6) B CLIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 OPENING WIDTH IN INCHES 50 (2) A (3) A (4) B (6) B (5) B 170 170 170 170 170 170 170 170 170 154 144 140 128 112 92 64 59 27 (5) B 170 170 170 170 170 170 170 170 170 170 138 112 92 64 59 27 60 (2) A (3) A (4) B (6) B (5) B 170 170 170 170 170 159 150 134 125 121 111 95 78 54 50 22 (5) B 170 170 170 170 170 170 170 170 160 148 117 95 78 54 50 22 (5) B 170 170 170 170 154 144 135 120 112 108 98 82 67 47 43 19 (5) B 170 170 170 170 170 165 140 129 102 82 67 19 80 (2) A (3) A (4) B (6) B (5) B 170 170 170 169 143 133 125 110 102 99 90 74 60 42 38 17 (5) B 170 170 170 170 170 170 170 148 126 116 92 74 60 42 38 17 90 (2) A (3) A (4) B (6) B (5) B 170 170 170 162 136 126 117 103 95 92 83 67 54 37 34 15 (5) B 170 170 170 170 170 170 166 136 116 106 83 67 54 37 34 15 Vertical Mull �Opening� Width -- r Mull Length Horizontal Mull F Opening Width Mint Length Multiple Mulled Units Opening Width Mull Length 100 110 (2) A (3) A (2) A (3) A (4) B (6) B (4) B (6) B (5) B 170 170 170 158 131 121 112 98 87 77 62 50 34 31 (5) B 170 170 170 47 43 120 (2) A (3) A (4) B (6) B (5) B 170 170 170 170 170 r 170 157 170 128 108 86 170 117 156 108 127 94 99 83 77 73 62 58 50 47 34 32 31 29 (5) B 170 170 170 170 170 169 150 120 102 93 73 58 47 32 29 1 .. Ck,r! -. P.E. PE ,03P712 Structural (5) B 170 170 170 157 127 116 106 91 83 80 69 44 30 27 (5) B 170 170 170 166 145 115 98 89 69 54 44 130 (2) A (3) A (4) B '(6) B 5)'B 170 170 170 157 127 116 105 89 81 78 66 52 42 28 26 ( B 170 170 170 170 170 165 144 112 95 87 66 52 42 28 26 160 (2) A (3) A (4) B (6) (5) B 170 170 170 157 127 116 105 88 79 75 62 48 38 25 23 (5) B 170 170 170 170 170 165 144 111 93 84 62 48 38 25 23 30 27 ALLOWABLE PRESSURE IN PSF. BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS FAT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rev F. . Revsd Byy: F.K. Drown By P.J.P. 5,30/06 lMt: 575/06 Dote: 4/28/00 Description: 1" HEAVY WALL, PRESSURE CHART 4 rue: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Revisions: 0 —NO CHG THIS SHT Scale NTS Revisions: C— MARKED REVISIONS Sheet: 7 of 7 PIIMUCt 1 WIN. = St al e °rowing No. 6221 Rev: D NOTES: 1. MAXIMUM 2. DESIGN IS CONSIDER 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. MIAMICE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 S COPE : This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & SideIite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 1 at4 1. L 144 igL Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1, GLAZING OPTIONS: A. 3/8" LAME NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAM/ NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X O XXX XO, OX, , OXX, OXO AND 0)0(0. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04 -0721.01, 03- 0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR INT. - 3/16" HEAT STRENGTHEND GLASS EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM .402 - -A 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR yr GLASS BI® I •Ii ' 1/2" GLASS BITE - • 3/16° ANNEALED OR HEAT STRENGTHENED GLASS PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - • 3/16" HEAT STRENGTHEND GLASS .465 �-- 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 mar 9f F.K Ibw4ar F.K CLARIFY Mt OF GLASS, OVERALL THN70d<SSAND CRASS SHE. ADO GLASS BITE DIM TT) GLAZING DETAILS, ADO GLASS DEC. 7MC, REVISE NOTE 1, GLASS DESORIPF. &ADD NOTES. Domn By F.K. Deb: W&07 BM607 ado 2/12/07 RavYkor Amebae Diesione A J.J. 6/21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOM IS, FL 34274 PG Visibly Better Pmenplor NOTES AND GLAZING DETAILS rau ALUM. FRENCH DOOR & SIDE LITES, IMPACT arstNde F0101 Mae Ix 1 r 10 DIM ne 11005 -1 Row B NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8 -10 Approved as complying with the Florida Suaking Code Date GY_.kfav / 8, Zoa7 NOA9 07— O L Zq • / Miami Dade Product Control DY�� L• LIwN.L Robe f 1. Clerk, P.E. PE #39712 Structural TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A B, C OR D HEIGHT X VVIDTH XX WIDTH 6 - 79 3/4" 7 - 83 3/4" 87 3/4" 91 3/4" 8 - 95 3/4" 3 37 1/2" 6 71 3/4" TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION X WIDTH 2 25 1/2" 27 1/2" 29 1/2" 2 31 1/2" 2 33 1/2" 35 1/2" 3 37 1/2" SINGLE SIDE LITE Rom I 133c FX Read 19: FX Ormyr FIG d. Dr 91&07 Dabs &H4177 2/ 2207 O WIDTH 27 3/4" 36 1/8" 36 3/4" O WIDTH 36 3/4" XX WIDTH 4° 47 3/4" 51 3/4" 55 3/4" 5 59 3/4" 5 63 3/4" 67 3/4" 6° 71 3/4" O WIDTH 103/4" 12 3/4" 19" 21 3/4" 27 3/4" 36 1/8" 36 3/4" 9 RoMonw A J.J. +75.0 SINGLE SIDE LITES WITH GLASS TYPE A +75.0 +75.0 +75.0 SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.0 GLASS TYPES A B, C OR D HEIGHT 6 - 79 3/4" +58.6 +54.9 +51.7 +49.0 +43.1 +38.1 +34.0 +75.0 +75.0 +72.4 +64.5 +52.9 +35.2 +34.0 -75.0 -75.0 -75.0 -75.0 -75.0 +75.0 -58.6 -54.9 -51.7 -49.0 -43.1 -38.1 -34.0 -75.0 -75.0 -72.4 -64.5 -52.9 -35.2 -34.0 +75.0 +75.0 +75.0 +74.9 7 - 83 3/4" +55.4 +51.8 +48.8 +46.2 +43.1 +38.1 +34.0 +75.0 +75.0 +68.5 +61.0 +49.9 +35.2 +34.0 -75.0 -75.0 -75.0 -74.9 - 75.0 +75.0 -55.4 -51.8 -48.8 -46.2 -43.1 -38.1 -34.0 -75.0 - 75.0 -68.5 -61.0 -49.9 -35.2 -34.0 +75.0 +75.0 +71.4 +70.4 87 3/4" +52.4 +49.0 +46.1 +43.6 +41.5 +38.1 +34.0 +75,0 +75.0 +47.2 +35.2 +34.0 -75.0 -75.0 -71.4 -70.4 -52.4 - 49.0 -46.1 -43.6 -41.5 -38.1 -34.0 - 75.0 -75.0 -65.0 -57.8 -47.2 -35.2 -34.0 REVIBED TABIEZ DESIGN PRESSURES AND CLAR NON -REPS. VERSION =MINE GLASS TYPES & MAX SUES INTO NOTES 6 ADD NO7E9 5 & REVISE NOTE 1,1 & 9. ADO NOTATIONS TO TABLE 1 AND REDUCE MAK SZE DESININ PRESSURE AND ADJUST. ALL OPS FOR TABLE2 X 1107 +75.0 +75.0 +67.6 +66.6 - 75.0 +75.0 91 3/4" +49.8 +46.5 +43.8 +41.4 +39.3 +37.5 +34.0 GLASS TYPES A, B, CORD +75.0 +75.0 +61.9 +55.0 +44,7 +35.2 +34.0 -75.0 -75.0 -67.6 -66.6 -75.0 +75.0 - 49.8 -46.5 -43.8 -41.4 - 39.3 -37.5 -34.0 -75.0 -75.0 -61.9 -55.0 -44.7 -35.2 -34.0 +75.0 +75.0 +64.2 +63.1 8 - 95 3/4" +47.4 +44.3 +41.6 +39.3 +37.3 +35.6 +34.0 +75.0 +75.0 +59.0 +52.4 +42.6 +34.4 +34.0 1070 TECHNOLOGY DRIVE NOKOMIS, 1194275 P.O. BOX 1679 NOKOMIS, FL 31274 -75.0 -75.0 -64.2 -63.1 -75.0 -47.4 -44.3 -41.6 -39.3 -37.3 -35.6 -34.0 -75.0 -75.0 +65.0 +57.8 -59.0 - 52.4 - 42.6 - 34.4 - 34.0 NOTES: ®1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 73 1/2" MAX. OXO WIDTH = 109 1/2" MAX. XXO /OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" Pc VLTfbly &n 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. ® 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 361/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF A6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. DESIGN PRESSURES 7e" ALUM. FRENCH DOOR & SIDE LITES, IMPACT a"eaaee" FO101 maw X Noe 2 - 10 ..m.1= 11005-1 ibw B Appro " "d as Dwaplyiag With the Florida Bo. log Code Date G I 2001 NDA9 Miami Dade Product Goetrol sy YS� , . 1 ; J Vito' Robert L. Clerk, P.E. PE 539712 SVUCtural �X " _.±f_.±.___ 36 I 109 M " MA MA TY \ / Ef T 1 X INAC i E 0 / r \ . X ACT Er O 1 Ai/ O E� ,,,, M , / E /E{ x 1 �X " _.±f_.±.___ 36 109 1/2" MAX. SEENOTE3 " MA Ai/ O E� ,,,, M , / E /E{ x 1 I IE � , o 73 1/2" MAX. 36 3/4" ��— MAX. SEE NOTE 4 OR XO SEE NOTE 4 71 3/4" MAX. 24 9/16" MAX. DLO (TYP) OXO — SEE NOTE 4 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 143 3/4" MAX. 3/4" SEE NOTE 3 MAX. SEE NOTE 4 84 3/8" MAX. DLO (TYP.) F 95 3/4" MAX. (TYP.) G G A- X NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXO "XXO', 'OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: (')C DOORS = WIDTH - 5.646) (7OC DOOR = DOOR WIDTH/2 -4.079) OXXO DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = DOOR WIDTH -12 15/16" DLO WIDTH 70C = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -31/8" 36 3/4" _ MAX. �I SEE NOTE 4 /4" P.) 4 ilh lhk oc-T C 1 i. C L5_1 Arm RwadBT FX Awed BF FA Oren Br FIG Delw SN507 X 407 2/22107 R"MWele Rw e FMAArns CMclod bF J.J. CORRECT VERTICAL MO MO FOIARAAS ADO OW FORMULAS FOR DOOR ASO MOE LITE AOO DOOR DLO OM. IDENTIFY DEAD BOLT AND SPECIFY 7CACT. AND 7e /NWT. Maw 6/ B/21ro7 1070 TECHNOLOGY DRIVE NOKOMIS, F134275 P.O. BOX 1529 NOKOMIS, FL 34274 Pc[ Visibly Better ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT ArMANAIA FD101 ram NTS PAA 3 - 10 Lawnr1I 11005-1 B Robert L. lark, P.E. PE 539712 Structural --erb---- R f1 I M J W � II j[(�'' I DOOR SECT. A -A VERTICAL MAX. DOOR HEIGHT INTERIOR EXTERIOR MAX. DLO SL SECT. B -B VERTICAL INTERIOR E lHT ti SL VIEW G -G CORNER ASSEMBLY CLEAR COLORED SEALANT Approved as complying with the Florida Balding Code Date Or718/ 20 NOA# e7 - 047q • /0 Miami Dade Product Control Root er Rend BR FK Rood RR FK Dimmer F.K DOR W ,697 6 1aro7 2/22107 Restolow CROW dr J.J. NOC.MN0€ THISSHEE7. SHOW DOUBLE HOLLOW HERO 8EC/WNAT CORNER AWET.. Y or 6/21/07 1079 7ECFNYCILOOYOFIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 31274 Pic" Visibly Better EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT a.`.saa.e FD101 Rood 1/2X 4 d 10 1100 -1 firs B 4I/Li Gi Robert LiClark, P.E. PE #39712 Structural MAX. DLO �--�` MAX. SL WIDTH MAX DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) 'X' SECT. D -D HORIZ. 'XX' SECT. C -C HORIZ. SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX.'XX' WIDTH 1 I_MAX._I 11 DLO -- ll SL SECT. F -F HORIZ. (SINGLE SIDE LITE) INTERIOR EXTERIOR Approved as complying with the Florida Binding Code Dale OC I Za0 NORM Miami Dada Product Control sy L l�s4. . � f_ Rood ar Render. FJC Radar FJC Drs. By FJ( Rw4ua — ure A%d07 S'1407 Dar 2/22177 NO CFMNOE 7IMS SHEET. ADO 'DOOR HY SIDE LI7E' TO SECTION EE 98901E WOE LNE' 7O 8ECT.. FF 62117 Rw.taae Rstisbnt 5 A Oaurd J.J. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better t VERTICAL SECTIONS Taw ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0101 sade 1/2x 5 d 10 11005 -1 Robert L. Clark, P.E. PE 939712 Structural 943B 1010 7070 955 938 956 995 996 952A 11000 1670 11004A 11001A 11002A 11003A 915D 1010 6608 1140 1048 60411 6Q300 67070K 7955X 7938X 7956A 7832X12FPXP 70995 70996 6533016 611000M 671670 611004M 411001A 411002A 411003A 60380 6Q300 66608M 78X112PSATS 71048 ITEM DWG # 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 930 PGT# 41721N DESCRIPTION FRAME HEAD WSTP.,Q -LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #8-32 X.500 PH. FL. MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T -SLOT (AMSBURY #32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB ( OUTSWING) WSTP.,Q -LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X0.650, 6061 -T5 #8 X1.500PHSQAT /S JAMB SCREW COVER CAP STRIKE PLATE INSERT 26 27 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 Br FAG 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 1118 710X34PFA #10 X.750 PH. FL. SMS 7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH 911E 6911 DOOR PANEL, SIDE RAIL 917 7FRMO HINGE EXTRUSION 1178 71058FP W,B #10 X .625 PH. FL. SMS 913A 60378M TRUSS CLAMP 1130 6TRODA 5/16 -18 THREADED ROD 990 7990NUTA 5/18 -18 FLANGED HEX NUT 914A 60379M WEATHERSTRIP CHANNEL 7834FPT #8 X.75 PH. FL. TEK 997 70997 GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 1212 7P3 SILL DUST PLUG (INACTIVE PNL) 983B 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 1213 6Q200K WSTP.,Q-LON .190 X.200 HIGH 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 1139 7634F #6 X .750 PH. FL. SMS 982 FD2PTAY 2 PT. LOCK ASSY. 6R180FS RUBBER SLEEVE 930 41721 STRIKE PL. INSERT (INACTIVE PANEL) 931 7FRSPX DEADBOLT STRIKE PLATE 1118 710X34PFA #10 X.750 PH FL. SMS 957 70957X HANDLE STRIKE PLATE 1118 710X34PFA #10X.750 PH FL. SMS Ro.eer 9Mr. 9r18'I7 B.. 81407 Ramblers A BB Row es F.K. ta.sM OF: F.K. 222/77 Qa.la4 J.J. NO CHANGE TH89S/£ET. ADD ITEM 103 DEAD BOLT AND 'INACTIVE PANEL ONLY' TO ITEM 41. 6/21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1559 NoKoma FL 34274 ITEM 60 61 62 63 64 65 66 67 70 71 72 73 92 93 94 95 96 97 98 102 103 DWG # 920D 921D 916B 1155 998 999 934A 4222A 988 986 1224 PGT Visibly Better PGT# 6920D 6921 60381 781P0A 7998 7999 61641M 712653K 71267K 64222 6988 64986 6TP247 DESCRIPTION SIDELITE HEADER SIDELITE SILL SIDELITE JAMB #8 X1.000 QUAD PN. SMS HEAD GASKETS (STOCKING #70998) SILL GASKETS (STOCKING #70999) SIDELITE JAMB ADAPTER #12 X 1.000 SHEET METAL SCREW SETTIING BLOCK, 3/32" X 1/4" X1" W /PSA SETTING BLOCK, 1/16" X 1/2" X 1" W /PSA BEAD, 7/16" BEAD, 3/8" BEAD, INTERIOR BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 11006A 141106A OFF -THE SHELF ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) DEAD BOLT LOCK .504 { ^ �-- U U 360 13 OUTSWING THRESHOLD CHANNEL COVER 6083 -T6 Imo- 2.750 ----I .650-•`-1 f .125J ZZ TUBE MULL 6063 -T5 1.000 PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT nemomoss F0101 erele fax &n,t 6 ,r 10 uaMO r. 11005 -1 Approved es mmpt)ing with the Florida Bottling Code Date O 'T / (/ 7.607 N0A4 e'7 -0 Zf -fO Miami Dade Product Control Di sfon B y Lr1 • ( L 1. Robe L. Clerk. P.E. PE 539712 Structural 4.626 1.400 1.272 .489 4.000 -.--1.750 c) DOOR PANEL 3O TOP & BOTTOM RAIL 6063 -T5 3.655 3.000 .050 O FRAME HEAD 6063 -T6 4.726 31 50 .050 -- . II FILLER HEAD ADAPTER 6063 -T6 3.000 11 OUTSWING THRESHOLD 6063 -T6 1.479 4.100 .050 .079 1.489 -1.750 DOOR PANEL SIDE RAIL 6063 -T5 4.726 4.100 44 1.500 1 0n R r .125 ' I .750 f 1 TRUSS CLAMP 6063 -T5 so SL HEADER 6063 -T6 +- 1.750 DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 F -.558 683 .050 3/8" GLAZING BEAD 6063 -T5 61 SL SILL 6063 -T6 4.675 i DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 72 7/16" GLAZING BEAD 6063 -T5 3.000 +1.578 .890 rr� L .,•••• .050 BZ SL JAMB 6063 -T6 .050 ED SL JAMB 66 ADAPTER 6063 -T6 1+1.480 .050 DOOR FRAME, JAMB 6063 -T6 3.000 830 2.980 37 WEATHER STRIP CHANNEL 6063 -T5 HINGE 6063 -T5 0.375 .125 Approved yr conlpiying with the Florida Bo /ding Code Date C( /k1 '? , 7 NOAS n7 -06 2 €. /0 Miami p Dade Product Control By I L1P7 I • (- ( .144.e '“ er er F.K. fbm4 Pr FK mom* F.K Dow 4'14417 W1457 222/07 Behlelonv Revlskysst mmsloos A tt.rbr3F J.J. 140 GNOME THIS SHEET. ADD DOOR' 7017E5120 GLASS BED DIAL TO 11®0824 44, 45402 42 LY11/D7 1070 TECHNOLOGY DRIVE NOKOM$ FL 34275 P.O. 80X 1.520 NOKOMIS, FL 34274 PST Visi Be tter Ossesteare EXTRUSION PROFILES law ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0101 112x Mat 7 - 10 uc"tt 11005 -1 rasa B R art L. Clerk, P.E. PE 839712 Structural i ci • NOTES: HEAD ZONE "C " SILL I ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD ZONE f_ ZONE ZONE-1 ZONE { SILL { ZONE -1 ZONE "F" SEE TABLE 7., SHT. 9 E" HEAD HEAD ZONE "D" 1 ZONE "D "/ ZONE "D" 4 SILL D" ZONE"D" SEE TABLE 4., SHT. 9 < XO OR OXX SILL ZONE "0" 4 ZONE "F'� SEE TABLE 7. SHT. 9 HEAD I ZONE "E" t O ZONE "E" T T ZONE [ "D" t ZONE L � E " SEE TABLE 5., SHT. 9 SEE TABLE 6., SHT. 9 HEAD HEAD HEAD HEAD HEAD HEAD HEAD I ZONE "D "ZONE "F" Z ENE f t-ZONE — ZONE "F" ZONE "F" ZONE 1 �2 SILL , SILL E ZONE F' ZONE "F" E nE" SEE TABLE 7., SHT. 9 E" ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT, 71 3/4 "W 'XX' DOOR WITH 19 "W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. HEAD I ZONE "D" t ZONE D E" I XO OR OX EXAMPLE ANCHORAGE SOLUTION FORA CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. Appr"v.1 q6' Ilia Florida Balding C e D.1. Oc.T in 7 NOA# d7 -OL 29• (fi Miami Dade Product Control Aa cf. ari I • l G am / N<b• Row SF F.K Roo d F.K Oman eF F.K or: 8'1807 5/14/01 2/22/07 awbba aroma J.J. NO CHANOE THIS SHEET. CHANGEXO'OR WC ANCHOR ZONE FROM C' 70 ff. ADO ANCHOR TYPES TO SOLUTION Dale: 8/21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 51274 Pc Virib1y &ttcr ANCHORAGE, CONFIGURATIONS 1.s ALUM. FRENCH DOOR & SIDE LITES, IMPACT •4.bs.t FD10T Icals NTS 8 > 10 110054 an B � 1> Robe L Clark, P.E. PE 539712 Sboclurel JAMB ZONE "B" JAMB ZONE "A" JAMB ZONE "B" JAMB ZONE "B" JAMB ZONE "A" JAMB ZONE "A" JAMB ZONE "A" JAMB ZONE "A" JAMB ZONE "A" JAMB ZONE "B" I / oxxo \ I } JAMB ZONE "B" { -JAMB 2 I < I \ / I • NOTES: HEAD ZONE "C " SILL I ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD ZONE f_ ZONE ZONE-1 ZONE { SILL { ZONE -1 ZONE "F" SEE TABLE 7., SHT. 9 E" HEAD HEAD ZONE "D" 1 ZONE "D "/ ZONE "D" 4 SILL D" ZONE"D" SEE TABLE 4., SHT. 9 < XO OR OXX SILL ZONE "0" 4 ZONE "F'� SEE TABLE 7. SHT. 9 HEAD I ZONE "E" t O ZONE "E" T T ZONE [ "D" t ZONE L � E " SEE TABLE 5., SHT. 9 SEE TABLE 6., SHT. 9 HEAD HEAD HEAD HEAD HEAD HEAD HEAD I ZONE "D "ZONE "F" Z ENE f t-ZONE — ZONE "F" ZONE "F" ZONE 1 �2 SILL , SILL E ZONE F' ZONE "F" E nE" SEE TABLE 7., SHT. 9 E" ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT, 71 3/4 "W 'XX' DOOR WITH 19 "W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. HEAD I ZONE "D" t ZONE D E" I XO OR OX EXAMPLE ANCHORAGE SOLUTION FORA CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. Appr"v.1 q6' Ilia Florida Balding C e D.1. Oc.T in 7 NOA# d7 -OL 29• (fi Miami Dade Product Control Aa cf. ari I • l G am / N<b• Row SF F.K Roo d F.K Oman eF F.K or: 8'1807 5/14/01 2/22/07 awbba aroma J.J. NO CHANOE THIS SHEET. CHANGEXO'OR WC ANCHOR ZONE FROM C' 70 ff. ADO ANCHOR TYPES TO SOLUTION Dale: 8/21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 51274 Pc Virib1y &ttcr ANCHORAGE, CONFIGURATIONS 1.s ALUM. FRENCH DOOR & SIDE LITES, IMPACT •4.bs.t FD10T Icals NTS 8 > 10 110054 an B � 1> Robe L Clark, P.E. PE 539712 Sboclurel JAMB ZONE "B" JAMB ZONE "A" JAMB ZONE "B" JAMB ZONE "B" JAMB ZONE "A" JAMB ZONE "A" JAMB ZONE "A" JAMB ZONE "A" JAMB ZONE "A" JAMB ZONE "B" TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "X" - 25.50 TO 37.50 WIDTH x HT. 25.50 x 79.75 83.75 87.75 91.75 95.75 27.50 x 79.75 83.75 87.75 91.75 95.75 29.50 x 79.75 83.75 87.75 91.75 95.75 31.50 x 79.75 83.75 87.75 91.75 95.75 33.50 x 79.75 83.75 87.75 91.75 95.75 35.50 x 79.75 83.75 87.75 91.75 95.75 37.50 x 79.75 83.75 87.75 91.75 95.75 Arad* Atm Ame F.K 114 By F.K W1 8/07 Oral F.K. A, B, C, D 2,3, WOODI 1,2, CONC 5 2 5 2 5 2 5 2 6 2 5 2 5 2 5 2 6 2 6 2 5 2 5 2 6 2 6 2 6 2 5 2 6 2 6 2 6 2 7 2 6 3 6 3 6 3 7 3 7 3 6 3 6 3 6 3 7 3 7 3 6 3 6 3 7 3 7 3 7 3 Deb: 614107 2122,177 LOAD ZONES 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 10 4 8 4 8 4 8 4 10 4 10 4 8 4 Rnbrur 8 4 8 4 10 4 10 4 8 4 8 4 10 4 10 4 10 4 AnAkne ttw.ra o A J.J. 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 5 2 5 2 3 2 3 2 5 2 5 2 5 2 3 2 5 2 5 2 5 2 5 3 3 3 5 3 5 3 5 3 5 3 5 3 5 3 5 3 5 3 5 3 5 3 5 3 5 3 5 3 5 TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS IOC - 47.75 TO 71.75 WIDTH x Hr. 47.75 x 79.75 83.75 87.75 91.75 95.75 51.75 x 79.75 83.75 87.75 91.75 95.75 55.75 x 79.75 83.75 87.75 91.75 95.75 59.75 x 79.75 83.75 87.75 91.75 95.75 63.75 x 79.75 83.75 87.75 91.75 95.75 67.75 x 79.75 83.75 87.75 91.75 95.75 71.75 x 79.75 83.75 87.75 91.75 95.75 A, B, C, D 2,3, WOOD 1,2, CONC co a 6 w x x ZONES m 3 , J Q a 1- _ 0 x x m a 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 6 5 5 5 6 6 5 5 5 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 8 1 8 8 8 10 10 8 9 9 10 10 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 2 2 3 3 3 2 3 3 3 3 3 3 3 3 3 3 3( 3 3 3 D m a ' x NO CHANGE 7MBSHEET. ADD 'ALSO USE BVTAB E610 TABLE 4, D'. CANOE TABLE 6.. HEAD IMF 'C'TO D' AND COLUMN REFERENCE. ADD 'Or TO ANCHOR TYPE 3. 6 7fRI Fl7 TABLE 5.0 SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE WIDTHS "0" - 10.75 TO 36.75 WIDTH x HT. 10.75 x 79.75 83.75 87.75 91.75 95.75 12.75 x 79.75 83.75 87.75 91.75 95.75 19.00 x 79.75 83.75 87.75 91.75 95.75 21.75 x 79.75 83.75 87.75 91.75 95.75 27.75 x 79.75 83.75 87.75 91.75 95.75 36.13 x 79.75 83.75 87.75 91.75 95.75 36.75 x 79.75 83.75 87.75 91.75 95.75 A, B, C, D 2,3, WOOD 1,2, CONC O 1070 NOKOMIS, FL P.O. BOX 1529 NOKOMIS, FL 34274 ° a x LOAD ZONE S 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 6 6 6 6 7 7 7 6 7 7 7 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 YDRIVE 34279 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 TABLE 6. XO & OX GLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 11,2, CONC DOOR WIDTHS "X" - 25.50 TO 37.50 SIDE LITE WIDTH x HT. p 10.75 x 79.75 4 83.75 4 87.75 4 91.75 4 95.75 4 PST Visibly Better 2 2 2 2 2 12.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 4 3 95.75 4 3 21.75 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 5 3 95.75 5 3 27.75 x 79.75 5 3 83.75 5 3 87.75 5 3 91.75 6 3 95.75 6 3 36.13 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 36.75 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 aeaprar Q a x LOAD ZONES O 0 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Ni4 TABLE 7.OXO, XXO, OXX & OXXO GLASS TYPES A. B, C, D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2 CONC DOOR WIDTHS 'X' - 25.50 TO 37.50 ")OC' - 47.75 TO 71.75 SIDE UTE WIDTH x HT. W o, 2 5, O O 10.75 x 79.75 83.75 87.75 91.75 95.75 12.75 x 79.75 83.75 87.75 91.75 95.75 19.00 x 79.75 83.75 87.75 91.75 95.75 21.75 x 79.75 83.75 87.75 91.75 95.75 27.75 x 79.75 83.75 87.75 91.75 95.75 36.13 x 79.75 83.75 87.75 91.75 95.75 36.75 x 79.75 83.75 87.75 91.75 95.75 ZONES 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 5 3 5 3 5 3 5 3 5 3 6 3 6 3 6 4 6 4 7 5 7 5 7 5 6 4 6 4 7 5 7 5 7 5 LOAD 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 ANCHOR QUANTITY LOAD ZONE TABLES 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 ALUM. FRENCH DOOR & SIDE LITES, IMPACT aewear mrre M.O. 9 a 10 11005 -1 MC B APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved as camplyinx with the Florida BuiJinxg Code Dare OC-T /P 7a67 NOAS i7 7_ nL7fl /Q Miami Dade Product Control DiviaM t 11 By I StrAl 1. CI.r4 Robe L. Clads, P.E. 539712 Structural 2X WOOD BUCK, NOTE 2 DOOR HEAD (WOOD) WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 EXT. 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. DOOR JAMB (WOOD) DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 3/8" MIN. EXT. 1 3/4" h1 IN E.D. CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT. 1X WOOD BUCK, NOTE 2 1 3/4" MIN E.137 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 2X WOOD BUCK, NOTE 2 EXT. 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8" MIN. L 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 1/4" TYPE 1 OR 2 (CMU) DOOR HEAD (CONC) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) .• 1/4" MAX. SHIM 111 %It)] . 7 :*i 3/4" MIN. ED. , - 1 - CONC. ANCHOR, NOTE 1 1/4" MAX. — SHIM EXT. jpp, — AI '•••"...!: 1 3/4" MIN. E.D. 1 3/4" - 'MIN. E.D. DOOR SILL (CONC) 1/4" MAX. SHIM 1.5 KSI MIN. CMU OR 2X WOOD 3.4 KSI MIN. CONC. BUCK, NOTE 2 NOTE 3 [1/4" MAX. ... 1 3/8" TYPE 1 T. 1 3/4" TYPE 2 3.4 KSI MIN. CONC. EXT. 1 3/8" MIN. CONC. ANCHOR, NOTE 1 EXT. WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 11111 611111 1/4" MAX. SHIM 1X WOOD BUCK, NOTE 2 2X WOOD BUCK, NOTE 2 1 3/8" MIN. A SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. 1 3/4" Mill I 1111 IX WOOD BUCK, NOTE 2 EXT. 1/4" MAX. SHIM J ...I. 3/8" TYPE 1 •• 3/4" TYPE 2 1 3 MIN. E.D. SIDE LITE SILL (CONC) E 1/4" MAX. SHIM SIDE LITE HEAD (CONC) NOTE 1 CONC. ANCHOR, NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" 554 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 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 THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED, IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (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. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CONC. ANCHOR, NOTE 1 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. ...,• 1 3/4" MIN. E.D. 1 3/8" TYPE 1 1 3/4" TYPE 2 Approved as re the Florida Sooting Code Date I:, c.T It, 2007 NOA 9 LC247 —OCZI • ta Miami Dade Product Control • , By [11441 I . Rtrodea F.K AVM I By F.K ow" er F.K. Date 9/18/07 artrutoc 5 Data 6/14/07 2122./07 1 A Ottattellir NO CHANGE IKE SHEET. • C. TYPE 15 EMBED. ON CONC. DETAILS SPEC. TYPE 2 & 3 ON ROOD OETALS. ADO ANCHOR TYPES TO NOTE 1. or= 8/21/D7 I 1070 TECIOOLOGY DRIVE NOKOMM, FL 94276 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better DIONOOre ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Sonballia. FO101 NTS Vs. 10 10 carvx. 11005-1 B Roben L. Clark, P.E. PE #39712 Structural STATE OF FLORIDA: COUNTY OF MIAMI -DADE: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. THE UNDERSIGNED hereby gives notice that improvements will be made to certain rear property, and in accordance with Chapter 713, Florida Statutes, the foliowing'ynformed r is provided in this Notice of Commencement. Legal aespription of property, and str, 2. Desc?iption of improvement: 3. Owner(s) name and address: Of GS(u Interest in property: Name and address of fee simple titleholder: _ 4. Contractor's.iaame, address and phone number: .. Lie514> 14V. 5. Surety: (Paymer bond required by owner from con r ctor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 9. Expiration date of this Notice of Commencement: Signature By Ow er(s) o Signature(s) of Own; F w A Aut oriz :l. Office 0 Prepared By Ii ;taiga._ : 1, Print Name I � Title /Office 1 • STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this IS day of 'L� "Individually, or IS '"k.' J'e-- for �,�,� �, � Q ❑ Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. wner(s)'s Authorized O iter /Director /Partner /Manager who IL G� By !':tl!':! 11!11 lI I Viii illil 41i1i litil HMI rector /Partner /Man Prepared By�J��_ Print Name Sao "\-. Title /Office `3 c 7 5 NE " rf.0 7 ,, i + Spa a abrive re ervr d for use of recording office et/address: ! 15 14t { 51-Cer5 Q . i ' - 1 .l I Ceti %ANA -- ►ere -�, —L_ 3�t�� �— a 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by. Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. �� Name, address and phone number: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. of Y SYLVIA BAEZ .1,k Commission DD 687047 �i xpires August 8, 2011 ondedihru Troy Fain lnsuranoP 0p.3g5.701R 123.01 -52 PAGE 3 3/10 3 Eqk - S qty t t k5.r r��► i � 9 i1 � , ,■a� 1. , cti66:►