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WS-09-1956Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 121047 Scheduled Inspection Date: December 10, 2009 Inspector: Rodriguez, Jorge Owner: KELLEY, CHRISTOPHER Job Address: 1237 NE 99 Street Miami Shores, FL 33138- Project: Permit Number: WS -11 -09 -1956 <NONE> Contractor: SOUTH FLORIDA IMPACT WINDOWS Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050090090 Phone: (305)668 -8805 Building Department Comments REPLACEMENT OF WINDOWS AND DOORS TO IMPACT RESISTANT 14 OPENINGS Passed *F2 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments PLEASE DO INSPECTION AFTER 11 AM December 09, 2009 For Inspections please call: (305)762 -4949 Page 5 of 34 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores,.Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. INSCP1 H q Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 ITEcIEEmEri. Nov 2 4 2009 Permit Type (circle): Building Roofing 0 'r r , h SlePkOnfe, Owner's Name (Fee Simple Titleholder) / ' ( Phone # Owner's A ress ( 3 / >F e a% d" ' City v- f 1 i 6 i osState P J ! Zip ' , 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 0 Y7 Nt t, C_ ` City Miami Shores Village County FOLIO / PARCEL # I s1- Miami -Dade *5, Zip Is Building Historically Designated YES Contractor's Company Name 5. PI NO !/' Ct0TTi°� ( 7 ` � pp�i�pp � ' �� -one # ,frC'o(og- l0 so City A State � I Zip 33 i Qualifier Name ! i'i Phone # State Certificate or Registration No 1► 11 "CC I 1 1 Certificate of Competency No. a2 t2 Architect/Engineer's Name (if applicable Value of Work For this Permit $ Clap. Type of Work: ❑Addition Describe W Alteration Square / Linear Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition 0/412% ** * ** *** * *x�**** ** *** xx******Fees *xxxx*** *** * * *** *** * ** * ** * * * *��xx *�xxx** ** a v bmittai Vee $ • 00 Permit Fee $ 413 400 CCF $ Ce • oO CO /CC Training/Education Fee $ RID() Technology Fee $ KOO Zoning $ Notary $ -� Scanning $1 d'O0 Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ moo See Reverse side --* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The foregoing instru day of *14 ' 1 ,40 ° who is personally ktizoN4 to m6orzwho 1Pa$ p duced /DD,11,yy� ° jriea lion ho did take an oath. our pia NOTARY P Sign: Print: My Commission Expires: ** ***** ********** ** ****x: ******* ********* ** :** * * * * * * **** * * * * * ** * * ******** * ** :::x********* *** **** * ***** STATE ®t, 06 Signature ctor edged before me this ICI MCA The foregoing ins day of *: o i'4; .. who is p ersonallE known to e o r wh8 ha produced -� ° �®d 515441 44 ti@n ho did take an oath. -; °PtfbGc Underitr S, NOTARY ° 1 •D sE Ct `r ice/ .rs'�I ` Of . 4 Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning NOTICE THMETC T ENS A RECORDED COPY MUST INSPECTION 1111111111111111111111111111111 NUMMI PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of pro • elf and street/a . r CFN 200980851723 OR Bk 27097 Ps 1004; (1as) RECORDED 11/30/2009 111.43119 HARVEY RUVIN, CLERK'. OF COURT I'1IAtlI -DARE COUNTY, FLORIDA LAST PAGE 1 2. Description of improvement: 3. Owner(s) name and address: '.3 Interest in property: .07.2)", 1 Name and address of fee simple titleholder: 4. Contractor's name and address: CO ' 5. Surety: (Payment bond required by owner from contractor, if any) OF DADE LORIDA" COs S r, +,y Of the OF F Name and address: Amount of bond $ 6. Lender's name and address: �. yP, in 1 . r A • N. is i. ,l Mni'N ESS m9 1�. CLER'� ��% � 7. Persons within the state of Florida designated by Own , a upon r or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, �y Name and address: 8. in addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a dill= : date Is Signat e of Owner „wiiiinu s Pnt Owner's Name �4-& l€ LLE-14 �`��, i ed b • II� r `,' •• X96,, l� y Sworn to and subscrib before me this +CJ day istvq#45 li!'1\.. • 4 ZP willitto Notary Public Print Notary's Name My commission expires: 123.01.82 PAGE 4 8,08 ••• •• • • ••• •• • • ••• •• • • •• •• • •• •• ••• •• • • • • ••4/•e• • • HORIZ- ROLLER IMP. 37 X 50.625 6.50 SQ.FT. +54.73 -59.37 NOA: 07 -0815.09 • • HORIZAROLLER". C 37 X 33.375 • • • `ti OgfctFT. +5,4.73 49.348 •••• •1' QA: (7- 0815J5%••• •WCIRIfROLLER/ `37 X`.375 ee 4.93 SQ.FT. • • • St.•/3 99!3/• ` • • 4-0815.09 • • •••• • OUTSWING DOOR IMP. O 33X81 18.56 SQ.FT. +52.53 -57.17 NOA: 08-0208.07 FLOOR PLAN HORIZ- ROLLER IMP. 74 X 38.375 9.86 SQ.FT. +54.73 -59.37 NOA: 07-0815.09 EGRESS BEDROOM BATH r J KITCHEN HORIZ- ROLLER IMP. 37 X 50.625 6.50 SQ.FT. +54.73 -59.37 NOA: 07 -0815•09 FRENCH DOOR IMP. 35 X 82 19.93 SQ.FT. +52.28 -56.92 NOA: 07 -0103.02 HORIZ- ROLLER IMP. 37 X 50.625 6.50 SQ.FT. +54.73 -59.37 NOA: 07- 0815.09 GARAGE F 71 \ / - OvO - - HORIZ- ROLLER IMP. 74 X 63 16.19 SQ.FT. +53.02 -57.66 NOA: 07-0815.09 HORIZ- ROLLER IMP. 74 X 63 16.19 SQ.FT. +53.02 -57.66 NOA: 07- 0815.09 DINING ROOM LIVING ROOM ENTRY L r NOT PART OF THIS PERMIT CASEMENT IMP. 111 X 63 16.19 SQ.FT. +53.02 -57.66 NOA: 08-0117.11 NOT PART OF THIS PERMIT BEDROOM EGRESS 1 BATH BEDROOM EGRESS ' CASEMENT IMP. 74 X 50.625 13.01 SQ.FT. +53.80 -58.44 NOA: 08-0117.11 HORIZ - ROLLER IMP. 74 X 38.375 9.86 SQ.FT. +54.73 -59.37 NOA: 07- 0815.09 HORIZ- ROLLER IMP. 37 X 38.375 4.93 SQ.FT. +54.73 -59.37 NOA: 07 -0815.09 OE HORIZ- ROLLER IMP. 74 X 38.375 9.86 SQ.FT. +54:73 -59 37 NOA: 07 -0815.09 GENERAL NOTES •-ONE STORY STRUCTURE (15 FEE MEAN ROOF HEIGHT ). •- EXPOSURE C. 0-146 M.P.H. WIND VELOCITY. •-K.D: 1.0 •-FBC 2007. •ASCE 7 -05 WIND CODE. • -BASED ON TRIBUTARY AREA AS SHOWN. 0-CONTRACTOR TO VERIFY DIMENSIONS. •FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20'; THE MIN. CLEAR HEIGHT REQUIRED IS: 24'; AND A MIN. CLEAR OPENING OF 5.0 SQ.FT SCOPE OF WORK 0-STEEL OUTSWING DOOR - IMPACT RESISTANT. BY JELD -WEN, INC. ACCEPTANCE #: 08-0208.07 •ALUMINUM FRENCH DOOR - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 07 -0103.02 •ALUMINUM HORIZ- ROLLER WINDOW - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 07- 0815.09 0-ALUMINUM CASEMENT WINDOW - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 08-0117.11 • • • • • •• • • 1.S*.• 0000 • . • •••• • • •• •• • • • • • • • • • • •• • WINDLOAD PRESSURE TABLE FOR WINDOWS TOTAL Sq.Ft.= 267.09 MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE N.O.A. A CASEMENT IMP. 74.000 50.625 13.01 53.80 -58.44 INT (4) 08-0117.11 B CASEMENT IMP. 111.000 63.000 16.19 53.02 -57.66 INT (4) 08-0117.11 C HORIZ- ROLLER IMP. 37.000 38.375 4.93 54.73 -59.37 INT (4) 07 -0815.09 D HORIZ- ROLLER IMP. 37.000 50.625 6.50 54.73 -59.37 INT (4) 07-0815.09 E HORIZ- ROLLER IMP. 74.000 38.375 9.86 54.73 -59.37 INT (4) 07- 0815.09 F HORIZ- ROLLER IMP. 74.000 63.000 16.19 53.02 -57.66 INT (4) 07-0815.09 1 WINDLOAD PRESSURE TABLE FOR DOORS TOTAL Sq.Ft.= 38.49 MARK DESCRIPTION WIDTH HEIGHT TRIG. AREA POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE N.O.A. 1 OUTSWING DOOR IMP. 33.000 81.000 18.56 52.53 -57.17 INT (4) 08-0208.07 2 FRENCH DOOR IMP. 35.000 82.000 19.93 52.28 -56.92 INT (4) 07 -0103.02 SCALE: 1/8'"=.1' DRAWN ON: 11/14/09 SCALE SHOWN CONTENT: WINDOWS & DOORS REPLACEMENT SHEET • • •• • • IIMMM • • • 0000 • U • • • 2100 W. 76th STREET, SUITE 311 • • • • • • • • • • • • • • • • • • • • • •. • •i -;► • • SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND c,7fi ti_" • • • • • •• • • •.•• • • • • •• •• • • • • • • • • • • •• • • • • • • • • •• • • • • • •• • ••• • • . •• • •••• • • •••. • •• • • • •.•• • • • • • • • • • •e•••• • • • • • • • MIAMI•D1ADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buldinacodeoniine.com 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 (ounW and ode tr€as • where allowed by the Authority Having Jurisdiction (AHJ). • • . • :••,,:. • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Produ otrol Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cehttty) reserve the right • • to have this product or material tested for quality assurance purposes. If this pro dt'Ai material, fps to • • perform in the accepted manner, the manufacturer will incur the expense of such tesldg' and the AM may • • immediately revoke, modify, or suspend the use of such product or material within tfieirziAsdictisult. X9RA reserves the right to revoke this acceptance, if it is determined by Miami -Dade Qyigly. Product Control • • Division that this product or material fails to meet the requirements of the applicable Duililirg code. � , „ • • This product is approved as described herein, and has been designed to comply with the Florida Bt61cpg' • • Code, including the High Velocity Hurricane Zone. •••• • • • • • • • • PROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door & Side Lites, Impact ", sheets 1 through 11 of 11, prepared by the manufacturer, dated 12/23/04 with revision B dated 10/12/06, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. ABELING: 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- 0419.03 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. Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 8000 -11, Sheets 1 through 11 of 11, titled "Alum. French door & Side lites, Impact", dated 12/23/04 with revision B dated 10/12/06, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading pe .FBC TAS •43.44. 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 TICS 2212 -94 :.. • .. along with marked -up drawings and installation diagram of alumi; };m doors of 0•XXO • • configuration, prepared by Fenestration Testing Laboratory, Inc.. L'e,s1 Report nes. FTL -4921, dated 07/17/06, signed and sealed by Edmundo Largaes aria, P. E. . 2. Test reports on 1) Uniform Static Air Pressure Test, per FBC, TAS 201 -94 .••••• 2) Large Missile Impact Test per FBC, TAS 201'94 . • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS d3 -9.4 • • • • • 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 3. Test reports 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4528, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 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 doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) • • E.1 Product Co miler NOA No. ! 13.02 Expiration Date: February 24, 2010 Approval Date: March 15, 2007 .• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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 outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 6. Test reports on 1) Large Missile Iinpact 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 aluminumoutswittga • french door, prepared by Fenestration Testing Laboratory, Test lrepo4tsNo. 4311, dated 09/01/04, signed and sealed by Edmundo Largaespada•P 'E. • (Submitted under NOA # 05-0103.03) • 7. Test reports on 1) Uniform Static Air Pressure Test, per FBC, TAS X94 • 2) Large Missile Impact Test per FBC, TAS 201;%••• • • ,, • 3) Cyclic Wind Pressure Loading per FBC, TAS 20%94 ' • • • along with marked -up drawings and installation diagram of alumintiptutswingiog french door, prepared by Fenestration Testing Laboratory, Test Reports No. Ms • 4312, dated 09/13/04, signed and sealed by Edmundo LargaespaJa,,B.'E. • (Submitted under NOA # 05-0103.03) • • • 8. Test reports 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03)PGT Industries C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 12/15/06, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). Man el Pe,, .E Product Control r�?'�'"� : er . NOA No. 07- 0103.02 Expiration Date: February 24, 2010 Approval Date: March 15, 2007 E -2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Saluda Interlayers ", dated 03/04/04 and expiring on 03/04/09. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont de Nemours & Co., Inc. for "DuPont Butacite PVB Interlayer ", dated 01/05/06 and expiring on 12/11/10. 3. Notice of Acceptance No. 03- 0415.13 issued to Solutia, Inc. for "Vanceva Composites used for lamination of glass ", dated 12/11/03 and expiring on 12/11/08. F. STATEMENTS 1. Statement letter of conformance, dated February 21, 2007, signed id ialed3y Lucas • • A. Turner, P.E. • • 2. Statement letter of no financial interest, dated February 21, 2007; 'signets and sealed by • • Lucas A. Turner, P.E. •• • 3. Laboratory compliance letter for Test Report No. FTL- 4921, issitgn by.Fenestra�o . • • Testing Laboratory, Inc., dated June 26, 2006, signed and sealed Jf unde. • • Largaespada, P.E. . • • . • G. OTHER • lb • • • ....• 1. Notice of Acceptance No. 05- 0419.03, issued to PGT Industries for their Series 750 Outswing Aluminum French Door and Sidelites- L.M.I., approved on 06/09/05 and expiring on 02/24/10. • E -3 OPP Manuel Pe Product Control NOA No. 07-0 .02 Expiration Date: February 24, 2010 Approval Date: March 8, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S1 B. 7118" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E. 7 /8" LAMI S.G. CONSISTING OF (1) L4TE OF 3/16" TEMPERED GLASS OUTSIDE, 114" AIR SPACE AND (1) 7/16" LAMS GLASS ASSEMBLY INSIDE (3116" A,.090 PVB, 3/16" HS). F. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/18" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.090 PVB, 3/16" HS). G. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16° TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.075 VANCEVA, 3/16" HS). H. 718" LAMI I.G. CONSISTING OF (1) LITE OF 3/18" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.075 VANCEVA, 3116" HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM 61300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300 -02. 3. CONFIGURATIONSt, , O, XX, XO, OX, XXX, XXO, OXX, OXO, XXXX, XXXO, OXXX, OR OXXO WHERE Q REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJAC _UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX AND 0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4 ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL -4311, FTL -4312, FTL -4315, FTL- 4527, FTL -4528, rTL -4529, FTL -4530 AND FTL-4921. A ANSIIAF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM 2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • •• •• •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • •• • • ••• • • • • • • • • • •• • • • •• •• • • ••• • ••• • • ••• • • • •• •• NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS6 PARTS LIST 7 EXTRUSIONS 8,11 ANCHORAGE 9-11 PRODUCE REVISED •s complying with Elestde Biddies Cede Mealtime .al Jr0 02. ;!g1 FX 312146 Read lbc FJL tag Own Itp FJG Das WOW Vat 12123/04 ROMM CHANGE MIES 1, 4AIM ?. Are VANCEVAMERIAYER GLASS Ma% A MOVE &LAZING WAIF TOWEL, TAW) LIP TABLE9TO SHEET 9 R"8 ANCHORMX ADD B ALTERX4TE TOP & BOTTOM RAIL R&M NCIIES 4 NW 7, ADD NOTE ft maw= ohd•dlpe LT. 1010 7EL1WOLOGYOWE ARNOW FL 34278 P.O. BOX 18 NOKOAtfit FL 34274 Visibly , GENER4 M9- TES AN(D DRAWING MAP •nsc • • • • . yy MilffigngetICH & SIDE L1 ES, IMPACT 1 w 11 8000-11 B e t 272(7(94 Lucas A. Turner. P.E PE #88201 Mechanical 7/16" NOM. 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS ________,, 91 OR 92 .ram EXTERIOR 5/8" GLASS BITE INTERIOR EXTERIOR M \� SETTING BLOCK GLAZING DETAIL 7/16" LAMI GLASS WI PVB INTERLAYER 7/8" NOM. 7/16" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075" VANCEVA INTERLAYER -. -3/16" HEAT STRENGTHENED GLASS Y GLAZING DETAIL 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 5/8" GLASS BITE INTERIOR SETTING BLOCK 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACFFE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS EXTERIOR 5/8" GLASS BITE 7/8" NOM. 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS INTERIOR EXTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 5/8" GLASS BITE • • • • • ••• • • • • • • •• INTERIOR 4 WI Np• itAlt • S&•TTINt. BLOCK I 7/8" LAMI I.G. GLASS W/ VANCEVA NTkRLAYER PRODUCT REVISED with Dia !Maids Wang Cade Ample= Ma mica Dade axed Or F.K. Road* F.K peke sdaoe tRFlZfl6 A l•M•r a NAWSNEliT. ADD VANCEVA MERL6YE(iGLAZIYa :MAUI. Madep Dom etc FJC Dog 12,234 RWRINIC amid L.T. NO MANGE 710.9 SHEET 7O7p7ECffUOGYORM NOKOMIS, FL 94274 F.O. Sox taaa NOK016S, FL 34214 Visibly Bern' • • • •.7Lr ZING.12 • $ • .4w& NGH OODR & SIDE UTES, IMPACT Sbelltamaikm • • • FOTS0' • "rle• 1�! • • lb Ptif4'2 '•11 I �pp 800041 2i Lucas A. Turner, P.E. PE Ault Machardcal TABLE 1. DESIGN PRESSURES FOR GLASS TYPES A THROUGH H B - 7/16" LAMI (3116"HS,.090 PVB, 3/16 "HS) C - 7116" LAMI (3/16"A,.075 VANCEVA, 3/16"HS) D - 7/16" LAMI (3/16"HS,.075 VANCEVA, 3/16 "HS) E - 7 /8" LAMI 1.G. (3/16 "T, 1/4" AIR SPACE, 3/16 "A,.090 PVB, 3/16 "HS) F - 7/8" LAMI LG. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.090 PVB, 3/16"HS) G - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3/16"A,.075 VANCEVA, 3/16"HS) H - 7 /8" LAMI I.G. (3/16"7, 1/4" AIR SPACE, 3116"HS,.075 VANCEVA, 3 /16"HS) W DOOR CONFIGURATION WIDTH SINGLE X rya•. r�. 3T' 68 - 79 3/4" +70.0 -80.0 Flt -4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 Flt- 4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 FTL- 4311, 4312, 4315 UPGRADE FTL- 4311, 4312, 4315 FTL -4527, 4528, 4529, 4530 UPGRADE FTL- 4527, 4528, 4529, 4530 DOOR HEIGHT 87 3/4" 91 3/4" 8 - 95 3/4" 70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 DOUBLE XX 6o 71 3/4" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 DOUBLE XX 60 71 3/4" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 SIDE LITE CONFIGURATION WIDTH t9 W a SIDE LITE HEIGHT 68 -793/4" 7° - 83 3/4" 87 3/4" 91 3/4" 80 - 95 3/4" FULL JAMB 0 36 11/16" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 FULL JAMB 0 36 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NARROW JAMB 0 36 11/16" A, B,E, F +70.0 -80.0 +70.0 -80.0 NARROW JAMB O NARROW JAMB 0 30 11/16" 33 11/16" C,G +100.0 -100.0 +100.0 -100.0 C,G +100.0 -100.0 +100.0 -100.0 +70,9. • •§0_0 • • •• +100$ ' 0: ••• •• +100.0 -100.0 • r04 ; •80.0 +70.0 -80.0 :1-1240i -190.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 NARROW JAMB Q 36 11/16" C,G +100.0 -100.0 +99.9 -99.9 43:6: -95 • 0• 1.4 ; -91 :4 +87.9 -87.9 NARROW JAMB 0 36 11/16" D,H +100.0 -100.0 +100.0 -100.0 +66.d • •- 1001 ®: • • • • •x•1'00.0 :tlo•0 +100.0 -100.0 F.1C Raid Byt F.I�L Oar bra MIMS 1e* PRODUCT REVISED igt Walt the Florida Moldlog Cede AceepAUOe No Espirmlieo Mote Amookim A Rrabbor $ NEW Of.. EXPAND TAKE 170 NOME ALL MAW TYPES SCGWFir,M/R MO uproaE new 17DA$7ME /800 -02 Road Br L.T. Rffiddanie DramBdv F.K Dar 12123/04 ordsd :Po 1070 TIMMOLOGY DR rE P101034614 8.34275 P.O.BQX 1528 Nom= FL 34274 PESLGIY P.174$$LLRES. IldtkUiLiFFENIeH tOPli & SIDE LITES, IMPACT • FD7S? • •3 deli t+.w•d• 8000-11 18 '2../V„ /44 Lucas A. Tar, P.E. PE 468201 Mechanical 7313/16" MAX. WIDTH 95314" MAX. HEIGHT ALL OX OR XO NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 8. 110 5/8" MAX. WIDTH 145 318" MAX. WIDTH OXO OXXO (SHOWING EACH VERSION SIDEUTE) D5" MAX. MAX. WIDTH--1 DLOALLX UNITS xx smear: FA 3811/16" MAX. WIDTH 25" MAX. DLO • • • • • • • • ••• 36 11118" MAX. WIDTH 33 3116" MAX. DLO • • •• • • • •• Q 1,N Pi• • • • .(NARROW JAMB) •• • • • • • . • •• • • • • • • • • • • • •• •• • • ••• • • • PRODUCT NEVISEH �eampRpi.6x9*b Ors Merida Ilektive Cods itseeptreee 312566 Dole 10112/06 wdr"•r A a Am•fm GTaATESIE&T REFERENCEiS MOTE93 AND 3 NO CHANGE Tf29 SHEET 1 R: LT. orx 1O1V TECIMIQLOGYDRNE IVOKOMIEL FL 34276 PAL 2142X 1629 NOYWIR R 3W4 EXAMPiEIELAVAzroNS tug kiwi I LtOQI & SIDE LITES, IMPACT • • ATTS i4 d •t! 1 affrook 8000-11 Abs B Lucas A. Tumor, P.E. PE #58201 Meohardcal VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD Zs� MAX. DLO— EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL Ibie$D0 :wows, Fx 3 A FX iEltz e 8 Mott* bear IOWA= VERTICAL SECTION B OUTSWING HEAD 4 OR 7) ORIGINAL VERSION TOP RAIL INTERIOR A ALTERNATE VERSION TOP RAIL— MAX. HEIGHT ORIGINAL VERSION BOTTOM RAIL A ALTERNATE VERSION BOTTOM RAIL PRODUCT REVISED camplyhog with the Florida liolditaCede Amoistataset bliss Vac Rate 2 r>I'eie�t A VERTICAL SECTIONED. OUTSWING Wk. NO CHANGETMS SHEET ROME RE#A BHOWALTERNATE TOP AAIDi30TT1,611 PAL ElanA'NOM Dam eF *ft OAwtiaBF PA 1223104 L.T. Odic 1070TESCMAOLOGYOWE NCAOMIS. FL 84275 P.a BQX rsr� NOKOM FL 34274 VW* Better • yEKICt4L SW1IONS =4Lj1Aj. F • Nt l riocii& SIDE CITES, IMPACT 8000 -11 ! T B 400.4.1,375;.1.874. � s•f Lucas A. Turner, P.E. PE #58201 Mechanical OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE DETAIL J SLAB AT GLASS BED DETAIL G STILES AT ASTRAGAL SEE NOTE DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) •• • • • •• • DETAIL K ;. HINGE JAMB TO HINGE JAMB ••• (NOT SHOWN ABOVE) NOTE: ASSEMBLY HARDWARE QTY (3),11' FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR PRODUCT REVISED l°?biBw!te the Florida Coda Aeremeee ..�.,p • • • •• RETd11L E •.. •.. DETAIL I ,AM +L JAAtiB !JAMB, NARROW 8L E'LtTE :JAMB SIDE LITE llowl By: Fit MAR A NO CHANGE T!!i8SHEET FJC 111/W 16 8 Roved* t•lr NO CHANGE T1 11 SHEET FJC 1122,2304 L.T. 10TOTEGINOLOOYDANE Nt71(G1I FL 34275 P.O. BQK 1520 NOKOA08, FL 54274 Visibly Deter •; • •HORJZO�A[•SECT T0I1 DETAILS • • . • • • :AWLL _WENCH 11oo14 & SIDE LITES, IMPACT ' l078 ' • . • 6,611 8000-11 B Lutes A. Turner. P.E. PE 068201 Mechanical FD750 DOORS) REM DWG# 1 DESCRIPTION J PG171 FRAME KIl• PARTS 1 8006 FRAME - HEAD &HIN(EJAMB 68006 2 8003A OUT-SWING SILL 68003A 3 8004C OUT- SWINGSUL COVER 68004C 4 19(8!8 DRIP CAP 68008 5 HEAD, SILL& JAMB WEATHERSTRIP(SG-MEDAL) U8333718500 6 8007 SCREW COVER 68007 7 8 INSTALL PLATE 68009 8 FRAMEASSH4BLYSCREW #$X 1" PH QUAD 78IPQA 9 8032 ASTRAGAL END SEAL 48032 DOOR PANEL 5 HEAD, SILL & JAMBWEAT RSTRJP(SCHIJTIAL (8333778500 20 8012 STILE 68012 21 8014 TOP RA II, (THREADED ROD DESIGN) 68014 22 8013 BQITOM RAIL, (IHREADH) ROD DLS1Q4) 68013 23 h 8017 TOP SWEEP 68017 24 8016 BOTTOM SWEEP 68016 25 SWEEP SCREWS, #4X1/1" PHIL PH 26 8015 ASIRACQAI, ACTIVE& INACTIVE 68015 27 80'21B (EAR HINGE, JAMB SIDE 680218 28 8020A (BAR HINGE COVER 68020A 29 8018 GEAR HINGE, BACK-UP PLATE 68018 30 8019A GEAR HINGE, DOOR SIDE 68019A 31 8035 GEAR HIN( ,BEARING 68035 32 ---,GEAR HINGE, SET - SCREW #6.32 x 174" 33 (BAR HINGE, MTG SCREW #12 x3/4" TRUSS HD. 34 -- (PAR HINGE, MTG. SCREW #12 x 1 1/2" TRUSS HD. 35 THREADED ROD 5/16 - 18X36" 61 RUDA 36 ---- -- FLANGED HEX NUT 5/16.18 7990M)TA 37 8039 TRUSS CLAMP 60376M 38 8043 S/S (IEARLATG93 MECHANISM (ASHLAND) 39 8130 LOCK BLOCK 48030 40 LATCH ASS'YSCREWS 08 X 2" SS PHILLTR HD 78X2TPAX 41 8037 S/S SHOOT BOLT ROD (SULLIVAN) 42 8045 STANDARD FLUSH BOLTS W/ SS ROD (SULLIVAN) 43 8031 SHOUT BOLT GUIDE 48031 44 SHAM' EOLT GUIDE & STRIKE SCREW 832X318"SSPHILLTRHD 78X38PPTX 45 80388 RIGHT - STRIKE PLATE AT ASTRAGAL (ACTIVEI -ID DLlFT) W5110-43S1 46 $038L LEFT - STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED MGM W5110.44S1 47 STRIKE PLATE SCREWS 8-32X 3/8" 85 PHU .TRJID 78X38PFTX 48 STRIKE PIATE MIDDLE SCREW 6-24X 1/2" FH 7612FP7X 49 8036 STRIKE PLATE AT HEAD& SILL 50 HEAD STRIKE SCREWS SS 8 X I/2 PHULFH 7858ZAX 51 STRIKE PLATE SCREWS (olSILLSS8XI /2PHILL UNDERCUT 61 78X12PPHUX 52 8041 ACFIVETRIM SET (ASHIAND) 53 8042 PASSIVE TRIM SET(ASHLAND) 54 8044 STAINLESS STEEL PASSIVE LOCK MAR (ASHLAND) 55 $014A TOP RAIL(LAO BOLT DEIGN) 68014A 56 8013A BOTTOM RAIL(LAO BOLT 08516)91) 68713A 57 ---- -- 5/16" x2 1/2° LAG BOLTS 7516LBOLTX FD750 FULL JAMB SIDE LITE i1F141 DWG DESCRIPTION PG171 1006 FRAME- HEAD, SILL &JAMB 68006 4 8008 IJRIP CAP 68008 6 SCREW ODV014 68007 7 8009 INSTALL PLATE 68009 6 FRAMEASSEMBLYS(REW #8 X 1" PH QUAD 78IPQA 20 0012 STILE 68012 21 8014 TOP RAIL 68014 8013 ROTIOM RAIL 68013 35 THREADED ROD 5116.18 X 36" 6TRODA 36 FLANGED HEX NUT 5116.18 7990NU1'A 37 7039 TRUSS CI AMP 60378M 60 68X3/4" PH SQ DRIVE INC SCREW 78X34PSTW 61 81728 SIDE LITE HEAD TRIM 68028 62 8029 SIDE LITEJAMB TRIM 68029 FD750 NARROW JAMB SIDE LITE 0006 FRAME- HEAD& SILL 68006 DRIP CAP 68018 6 8007 SCREW ODVPR 68007 8009 INSTALL PRATE 68009 8 FRAME ASSEMBLY SCREW #8X 1" PH QUAD 781PQA 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 THREADED ROD 5/16 -18 X 36 EMMA 36 FLANGED HIT( NUT 5/16-18 799ONUTA 37 8039 TRUSS CLAMP 60378M #8X3/4" PH SQ DRIVE TEK SCREW 78X34PSTW 61 8028 SIDE LITE HEAD TRIM 68028 70 8010 FRAME JAMB 68010 ASSEMBLY KIT 80 8033B FRENCH DOOR ASSEMHLY BEAM 6801336 81 #10-24 X 2 1/2" PH SCREW #1024 HEX NUT 83 612X 11/2 "TRHDTEK SCREW 84 8056 SUB.SILL(OPTIONAL) 68056 GLASS, BEADS & SILICONE 90 Q.AZINOSEAI. ANT, DOW CORNING 899,983, 995 OR 6QUI VALEN T 91 7/16" IAMINATED LASS (3/16" ANN.,090 PVB, 3116" HS) 92 ---- -- 7/16" LAMINATEDQASS(3/16 HS.,090PVE,3/l6" HS) 93 7/16' LAM INATEOGIASS (3/16 ANN..075 VA NCEVA, 3/16" HS) 7/16" LAMINATED( BASS (3/16" HS.,.075 VA NCEVA, 3/16" HS) 95 96 97 718" LAM/ 1.0. (3/16 T,a/4'SPAtZ, :16 :AI4•N„.1: a "� : 9/I6•HS) • • 7/8" LAM/ LQ (3116" T,014" SPACE,B�/"16"1�116?1810"90•PV .3`/��W IiS) • 7/8" LAMILG. (3/16" T, U4 SPACE, 1/16" 98 7/8" LAMILQ (3/16" T,T/t' SPA•Cr,3/16" 1,4075VtANC 1A,3/lb•0S) 105 8022 BACK BEAD 68022 106 8026A SLBACKBEAD 107 8023A 7/16' BEAD •• • • .011 . ... .• • • • • • • • • 68026A • 68023A 100 8024A 7/8" KNEAD •• • • • • • • •• • • • • 68024A • 109 1224 VINYL BULB VISTFVE CI • • • • • ••• • •• • • • 611147 PRODUCT REVERD 628 a. Fiw1Ar Marling Aesapbase Roeder nog ax A BEMS a 0497 APO 88 6PDATEBENI AIXAM RB,. 87M084. 4omTEChWOLOGYDRIVE N RM& FL 34278 P.O. BOY M R 740(0 R $4274 • :A1,144 QOR & SIDE LITES, IMPACT 14.4 • • • • ' • • •• • • T • a► 11 8001611 B Lucas A. Twrer, P.E. PE 956201 MeroRardcal 1.000 3.836 - 1 #8006 6063 -T6 FRAME, HEAD, JAMB AND SIDELITE SILL r 2.000 .1 1.278 2.236 3.636 --.I #8003A 6063 -T6 OUT -SWING SILL .050 -+-� 1.353 1-■-- 3 #8004C 6063 -T5 A OS SILL COVER 4.027 1.033 (+-- 3.990- 20 #8012 6063 -T6 STILE 4.434 O #8014 6063 -T5 TOP RAIL Pr- 1.938 llir�- 22 #8013 6063 -T6 BOTTOM RAIL .045 C .442 .965 14 #8022 6063 -T5 BACKBEAD #8026A 6063 -T5 SL BACKBEAD AB): SAX A FX MOS A NOCHANOETMO 8?IOT 8.250 .760 F-1 r-'- #8023A 6063 -T5 7/16" BEAD #8024A 6063 -T5 I.G. BEAD 1 [-d-1.635 -.- #8033B 6105 -T5 80 FD ASS'Y BEAM .050 2.822 --� 61 #8028 6063 -T5 SL HEAD TRIM 1, 2.313- ---� -I .050 62 #8029 6063 -T5 SL JAMB TRIM #8009 6063 -T5 INSTALL PLATE .075 1170 2.544 26 #8015 6063 -T6 ASTRAGAL 1.812 -1 1.000 .100 #8039 6063 -T6 TRUSS CLAMP #8008 6063 -T5 DRIP CAP O #8017 6063 -T5 TOP SWEEP x.260 075 #8021 B 6063 -T6 GEAR HINGE, JAMB --•1 .742 la 353 .072 #8020A 6063 -T6 GEAR HINGE, COVER 14 -+{ 1.180 � �I�311 .040 #8007 6063 -T6 6 6 SCREW COVER I.+1- -- 1.789 .301 #8018 6063 -T5 • • HINGE, BACKUP •• • • • 075 1- 2.438 -"4 ••• ••• • • • • • • 0. o36om -f6. • f ARROW JAMB • #8019A 6063 -T6 • GEAR HINGE, DOOR L .797 T 4 #8016 6063 -T6 2 BOTTOM SWEE 2.240 PEN 00.ATREVISED as axerlyhts with tic Melds ghtitibSCethe ap FX fewsdflp Ocroner F.K 101210@ Lade Rabgra 8 Amkker 1212304 LT. AYc NWc FL 94278 P.O. BQX s NOM" I 34274 PA GT_ ZTRU ICAMQRLE EZ„UitiffiElskti QC101$ & SIDE LITES, IMPACT v FJ Better • • • • PD785 • 9111 .ass • • ar�oen • 8 .'ii 8808.11 B rte^ 1 2/24/06 Lucas A. MOW, P.E. PE 45801 %%clreNcsl 1 11" JAMB ANCHORS HT. QTY. 95314 " - (5) 91 3/4" - (5) 87 3/4" - (5) 83 3/4" - (5) 79 3/4" - (5) 1 f 18.500' MAX. O.C. 11" JAMB ANCHORS HT. QTY. 953/4" - (8) 91 3/4" - (8) 873/4" -(8) 833/4" - (7) 79 3/4" - (7) 11" _ 10.571" MAX. OI.IC. 1A 11" A DETAIL B (WOOD) (SINGLE PANEL) ANCHOR TYPES: 20R3 lei I + I- 37. 4B"r� b 3" MIN . � HEAD &SILLS 11" - 3" MIN. ..1 ATYP. ANCHOR ATYP. CLUSTER (TYPICAL) ■11 12" I QC (I 1113)0 ! 1141 ".".4.7.*: HEAD & SILL ANCHOR CLUSTER (TYPICAL) JAMB ANCHORS HT. QTY. 96 3/4" - (5) 91 314" - (5) 87 3/4" - (5) _ 833/4 " -(5) 79 3/4" - (5) 11" II II 1 A DETAIL C (CONCRETE) SEE NOTE 5 (2 OR MORE PANELS) REGARDING ( ) APPUCABUTY ANCHOR TYPES: OF ENCIRCLED 1 OR 2 ANCHOR LOCATIONS 18.500" MAX. o.c. t (3) EQ. SP. TYP. 1111 10.571" MAX. JAMB ANCHORS HT. QTY. 953/4 " -(8) 91 3/4" - (8) 87 314" - (8) 833/4 " - (7) 1, 793/4 " -(7) 11" III I Q 111 1111 0 1 A DETAIL D (WOOD) (2 OR MORE PANELS) ANCHOR TYPES: 2 OR 3 ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS. OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYP A SCREW (G5) R TYPE 2 AT 1 3/4" EMBEDMENT. 1 3/4" MIN. EDGE DISTANCE FOR BOTH. ENT. DETAIL B, WOOD SUBSTRATE) D 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL 0, CONCRETE SUBSTRATE) HEAD AND SILL 6" MAX. FROM FRAME CORNERS, AND AT 3" AND 6° MAX. ON EACH SIDE OF ASSEMBLY•BB4N4AI•ED/VR+ASTRAGAL I.00ATIIONS (CLUSTER OF 4). JAMBS....11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C. • • • • • • 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD SUBSTRATE) HEAD AND SILL 6" MAX. FROM FRAME CORNERS, AND AT 3 °, 6 ", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIV11$ OVER 27 31AA. ••• • • • • • • JAMBS 11" MAX. FROM FRAME CORNERS AND 10.571" MAX. O.C. • • • • : • • • • • • : •• • • ?, • • • • • • • • • •• • • ••• • • • • • •• • • • • ••• •• ••• • • • • • • • • • • •• PSS1 UC'I' REVISED eto ease "Die the E1osIde Salem Cede Yde EWA /. //,.,._ >,! �..� O 'LAIa pwwey ode: Fx MVPS 0 • Fx As ianr A PACHANilB'779S5W R IOVENDTEPENTM iGTamOU7S NDCOPAIMY REVISE MOOR ME PER PBOZOGIANDREVRIIMME112, 363.. Dan MANN Dar AvAtcar e bean ite Dear Cheded,s aarec FJC 12/23V4 L.T. 4465 tote TECHNOLOSY DRIVE NOS a 34271F P.O. ECM 15 NOS fL 3.274 Beater _NCH9R 4CE SPAOI VG & SIDE LITES, IMPACT :AL • H A. • - • • • +• +?y4 8 •• 11 8000-11 B G (Z✓2(706 Luau A. Turner, P.E. PE #68201 Meoimnloal A 3.4 KW MIN. Mk CONCRETE • . . ' ••• . • ' A ..EMBED. SEE NOTE 1 &NCRETE ANCHOR (NOTE 1) 3.4 KSI MIN. 71T1 MAX. SHIM 1 A BED. SEE NOTE 1 TE 3) A CONCRETE ANCHOR (NOTE 2x WOOD (NOTE 3) 1/4" MAX. GROUT. SEE NOTE 5 1/4" MAX. SHIM 1-#4— CONCRETE ANCHOR (NOTE 1) : MIN. A WOOD ANCHOR, NOTE 2 TYP. DOOR & SIDE LITE HEAD 3.4 KSI MIN. . . -- CONCRETE ' : ; • • — • • • • •„ 1/4" MAX. SHIM NOTES: A 3A KSI •„.-- CONCRETE, ••• OR 1.5 KSI • MIN. CMU ,•• •• • ••• lx WOOD •• (NOTE 3) 114" MAX. SHI EMBED. A SEE NOTE1 EMBED. A SEE NOTE 1 1.6— • # 1;11111■[ AM' 3.4 KSI MIN. CONCRETE A 1/4" MAX. SHIM—P.1 1-ft- TYP. DOOR & SIDE LITE JAMB, & SIDE LITE SILL A CONCRETE ANCHOR (NOTE 1) 114" MAX. GROUT, SEE NOTE 6 A EMBED. ' -#-,BED. SEE NOTE 1 - • TYPICAL SIDE LITE SILL (D(RECT TO CONCRETE) <A1EXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) 3.4 KS1 MIN. A CONCRETE WOOD ANCHOR 1/4" 1VIAX. A (NOTE 2) GROUT SEE NOTE 5 —1 1 318" MIN. A TYP. DOOR SILL CONCRETE ANCHOR A (NOTE 1) INTERIOR (ALL JAMB SECTIONS) EXTERIOR .C7 2x W000 (NOTE 3) 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COU 12r . .1r -ftt`, 41R114`S.S4•CRETosE-FLEX. MIN. DISTANCE , FROM ANCHOR TO CONCRETE EDGE IS 1 314". MIN. EMBEDMENT: 114" TAPCON - 1 3/8°, 1/4" SS4 CRETE-FLEX - 1 • Al 2. FOR WOOD APPLICATIONS USE 912 STEEL SCREWS (G5) OR ELCO 114° SS4 CRETE-FLEX- 1 3/8" MIN. EmsetwIENTAOFtEITHCR.: AA • • 3. WOOD SLICKS DEPICTED AS 1x ARE LESS THAN 1 4/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTI•Y OOJD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS T013% ElatIEEFfda OTEEItS 811k AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). : THE MAT'L SHALL. BE A MIN. STRENGTH OF 8063-T5 AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHBEVIFQFt* WOQEDUMS. THE tRICIIIM SHALL BE A 812 SMS 0 THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ONE : 3411p AlictiOZIAGE.SPPLCING OR CONCRETE SHOWN • • • • • • • • • • • 7E, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINR, NOlt-MErALUCGRaUT, 3401'PS' MiN., (DONE BY OTHERS) ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. 4. FOR ATTACHMENT TO AL. PROVIDE FULL SUPPORT T WITH FULL ENGAGEMENT 1 ON SHEET 9 MAY BE USED. 5. IF SIU. IS TIGHT TO SUBS MUST FULLY SUPPORT TH mar es Irak Maim 385180 A F*0 OF Oar Rama= FX 02. MOM $8,11871119:81ENCENWFMANDADDECERIONEWERCOLOGRAM8 TEIXWOLOGY DAVE WDAIEA4IEMNQTS AVIOXRX FL 3275 Am.* FJC 1▪ 2▪ /2310E Shodad Mgr L.T. 4/8/08 P.o. 89X MX 8081:888 FL 94274 Visibb Raw • ;ANGIVR6GeDgTAIL3S i:aegREN. liri 1HPJ9Q1 & SIDE WES, IMPACT ri•Imo vim • • 10-006, RIM 1 114 1 10 or 11 • 800041 III Lucas A. Tanner. P.E. Pe WIMP Mechanical 1.938 1.467 4.434 0 #80146083-T5 TOP RAIL, LAG BOLT DESIGN 1.938 1 .100—t 8.250 #8013A 6063-T6 BOTTOM RAIL, LAG BOLT DESIGN 3.775 .1251 .050— #8056 6063-T4 SUBSILL, OPTIONAL 1/4" MAX. GROUT, SEE NOTE 5, SHT. 101 CONCRETE ANCHOR SEE NOTE 1, SHT. 10 3KSI MIN. CONCRETE •—".." • : • • • ' • • • • • 9 1 • • 1/4" MAX. GROUT SEE NOTE 5, SHT. 10 WOOD ANCHOR, SEE NOTE 2, SHT. 10 OPTIONAL CONCRETE ANCHOR SEE NOTE 1, SHT. 10 1/4" MAX. GROUT, SEE NOTE 5, SHT. 10 •■1111■1P• 1 Ars—Cetaitmoimuntinsair EMBED. SEE "..NOTE 1, SHT. 10 • : • 3KSI MIN. CONCRETE - • OPTIONAL 1 3/8" MIN. IMBINCRIMINIMA14111154 wird vie WOOD ANCHOR, HT. 10 SEE NOTE 1,5 1/4" MAX. GROUT SEE NOTE 5, SHT. 10 2x WOOD, SEE NOTE 3, SHT. 10 OPTIONAL SIDE LITE SILL ANCHORAGE 3/8" MIN. OPTIONAL 4 - EMBED. SEE NOTE 1 ' SHT. 10 . . . t • •_„ OPTIONAL 2x WOOD, SEE NOTE 3, SHT. 10 • • • • • • • • • 41_, • 9 _ •_ ,JaA _• OPTIONAL DdeR,,SILLANclelQRSQV EXTERIOR INTERIOR (ALL SILL SECTIONS) • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PRODUCT REVISED tam** with she Mae Rse/ResA Cede 2010 • a • . * • FA 3 A 00s1 r #0002ar FJC OWNS 0 O a no 0 es 750r R00600 LIMAN* 810i0r REFERENCE NOTE 4ANOA00 EXIMORFAITERIOR 111103RA103 NEW SHY: ADD SAUL AND ALIERNATE TOP d 8017'00Ra% EXMLISIONS. (awat AK 00E 12123/04 awns* L.T. 411165 1070 7EC150,LOSY DRIVE NOKONS, FL 34275 PA. 11qX 101 NOK01473 F_34274 Visibly Better oil • eAm-kalaRliGSDEZAIL$ 171sUiL WENil-I LVF & SIDE LITES, IMPACT Tamar • • am, m e • 0010019. • Fonj • Ifti• '11 o'it OQ.41 B Lucas & Turner, PE #58201 Maohatticsi MIAMI 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/buildinacode 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 Cottnty apd 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 tai nt; Product Control Division (In Miami Dade County) and/or the AHI (in areas other than Miami Dade Genry) reserve tie right to have this product or material tested for quality assurance purposes. If this prods' or material fails to perform in the accepted manner, the manufacturer will incur the expense of such t lr and th4't+IHI•may immediately revoke, modify, or suspend the use of such product or material within theunurisdictian.'ORA reserves the right to revoke this acceptance, if it is determined by 1VIiami -Dade moo" Prods control Division that this product or material fails to meet the requirements of the applicablepg code. This product is approved as described herein, and has been designed to comply with the Fklda Building Code, including the High Velocity Hurricane Zone. • • .... • • • • • • • • • • .. • • PROVAL 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 04115/2007, 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 Coun Product Control Division. 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. • 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 X(3X situ ninuf • horizontal sliding window, prepared by Fenestration Testing Labbrratory, Inem•'Tast • • Report No. FTL-5330, dated 07/18/2007, signed and sealed by astrig4 S. Rionctia, P.E. • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 •••••• • . • • • 2) Uniform Static Air Pressure Test, Loading perk-BC 3) Water Resistance Test, per FBC, TAS 202-94.. . 4) Large Missile Impact Test per FBC, TAS 20i;�4 :. • • 5) Cyclic Wind Pressure Loading per FBC, TAS 2(4394 .... • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS,20 ;•94 • • • • • • • • Along with marked -up drawings and installation diagram of XOX'alutninurfi . • • horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc.', r st 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. F J. L -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 P� Product Control a:f NOA No 07 1709 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Manuel 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 12/11/2QMQ. • 2. Notice of Acceptance No. 03-0421.01 issued to Solutia Inc. for t1ieir'`Saflem •a polyvinyl butryal interlayer for lamination of glass" dated 05(2 ,003, expiring on 04/14/2008. •••• ••• • • • .. • • •••• • •• F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated Q$ /a,Qa007, sigpec and • • sealed by Robert L. Clark, P.E. • • • • 2. Laboratory compliance letter for Test Report No. FTL- 5330, iSuelkty Fenestration • • Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by'Carros S. Ri®iitla, • • • • • • • • • • • • 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 NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) B. 6° 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. 7/18' LAMI CONSISTING OF (2) LITES OF 3116° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 7%16' LAMI CONSISTING OF (1) LITE OF 3/18' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 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 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 (2) LITES OF 1/8° ANNEALED GLASS WITH A .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, 5/18' 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 SA.FLEXIKEEPSAFE MAXIMUM PVB INTERLAYER I.13/16' LAMI 10: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 5/16' OR 318" AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16' LAMI 10: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 3/16' OR 1/4' AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3118° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXAKEEPSAFE MAXIMUM PVB INTERLAYER. K 13/16° LAM1 10: (1) LITE OF 1/8° OR 3116° ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXMEEPSAFE 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 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. 2. CONFIGURATIONS: O_X XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 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 TAc'3LES 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. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. T. REFERENCES: TEST REPORTS FTL -4858, FTL-4859 AND FTL -5330. ELCO TEXTRON NOA 04-0721.01, 03-0225.05 ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL •• ••• • • • • • •• • • • • • • • • • • • • • •• • • • • ••• • Aa. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMEN116 OF THE FtONIDPABUWDI•G CODE, Ok{1RiE l k�p4NQM /�4G THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • • • • • • Reran ar FK Rowdily. F.X. F.K. Mho 4/15/07 Dela 10/17/06 5/13/06 Redactor Rams= A ADO F71,5330 TO NOTES 7 & CHG. NOTE 8 TO CURRENT EDIT. CHANGE TO ASTM E 1300-02 ADD AIR SPACE DIM. N07E 1, TECH. REF. NOTE 7& NOTE 8. Ortioner F.K Dette 2128/08 mato? By: J.J. 33//23/08 •• • • ••• • • • 11370 RVLOCW DIVE OR• i • • P.O•3OX 182811 NOKO MS, FL 34274 Visibly Better • • NER 1 Ibt)'f"te NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 NORM. SECTIONS 5 PARTS UST 8 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 AVM. IICIRIZONTAL ROLLER WINDOW, IMPACT a°anuac avr.: ore 113710 NTS 1 - 11 Omsk. Alm 4127 -10 C PRODUCT REVISED as complying with the Florida Es7133 Cads Accorancs No O: S.010 ExpimSicaD20 ' f - ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• 1(2° NOM. GLASS BITE 1/2° NOM. GLASS BITE 118' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/18° NOM. 5/16" LAMINATED GLASS <ID EXTERIOR INTERIOR [t> (AU. SECTIONS) 3118° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 7/16" LAMINATED GLASS 1/2° NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS f .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5(16° LAMINATED 5/18° OR 3/8° AIR SPACE 1/8° OR 3/18' ANNEALED (MIN.) GLASS • • 13/16' NOM. • • 13/16" LAMI IG GLASS W/ 5/16" LAMI Daft 4115/07 Das 10117/06 Rendsloolx NO CHANGE THIS SHEET rt..raw. 8 NO CHANGE THIS SHEET F.K Dee 5/13/06 ReVmrms A ADD AIR SPACE DIM. TO LAMI 10 DETAILS ten,_ AK 2/2/28/06 aFed®Ja1 J.J. 3/23/08 I • ••. 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 3/16° OR 1/4° AIR SPACE 3/18° ANNEALED (MIN.) GLASS • • • • • • • ■�� Jr 13h1" NOM. • • 18716" l!AAMI I,13OLA9S W/ 7/16" LAMI ••• • �•• �•� • • •• •• • • • • • ••• ••• ••• PRODUCT REVISED au complying watt the Florida Building Coda Ex�paa ionre 9 3��1 - O •. • • 1070 TOCHNSLOW DP/VS NOIOMI. FL WIN • • P.O. SOX 1529 NOKOFAIS. F134274 ea,a r Vrstbly Better GZAZMNP DETAILS AlM. HORIZONTAL ROLLER WINDOW, IMPACT Saiesitlodet HR710 Full Shast 2 d 11 4127 -10 //// b d R t L Conk, P.E. PE #39712 swm,ral ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TABLE 1. XOX (1/4,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 318" 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 98" A,B,G,H +80.0 -60.0 +60.0 -60.0 +60.0 -80.0 +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" C,I +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" A, B,A , G,H,I +60 °0 -60.0 TO 86 7116" D,E,F, J,K,L +75.0 -75.0 TABLE 3. R INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 36" 48" 6() 60": `. A,B,G,H +75.0 -75.0 +75 °0 -75.0 + ' +75.0 -75.0 } . +76.0 75.0 +75°0 -75.0 +75 °0 -75 °0 Pr .; 7 Sv1sED a:. C0 7yi:.;witbdmFlorida pimsseNO 0615.0 66" A,B,G,H +75.0 -75.0 +75.0 -76.0 +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 A,B,G,H +75.0 -75.0 +75.0 75 °0 a�;t� r +75.0 -75.0 +75.0 75.0 +75°0 -75 °0 +68°1 -68.1 UP TO 74" C D E F I,J,K, L +75.0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 KCO)q, FTL -4859 (OX& XO) AND FTL -5330 __ ss i! - = tor 0117, -, "" g ` B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (118" 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 3481, &'fl: or 3 8" Ott,SIACt, q/?6`' LAMI - (1/8 "A, .090,1 /8 "HS) L 13/16" LAMI IG -1/8" OR 3/fiC'A, 5 /°{g0att" SiRprpt, Ilen LAMI - (1 /8"HS, .090,1 /8"HS) J. 13/16" LAMI 10-1/8" OR 3 /16g, 316:011.1%" gwCCE 746"4411II - (3/16 "A, .090, 3 /16 "A) K. 13/16" LAMI 10-1 /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 10-1/8" OR 3/16 "A, 3116" OR 1/4" SPACE, 7/16" LAMI - (3116 "HS, .090, 3/16"HS) ct�% Robed L. Clark, P.E. PE•39712 Sbu sal Rend* F.K. WfC 4/15/07 R¢,bhs C ADD INTEGRAL FIN OPTION & UPDATE ASTM E 1300-02 DPs • • • • • • 10707ECOIOLOGRDRIVE NOMMISPFL1112750 • • • • KOMIS.x t829• NOKOMI8, FL 34T74 . • • • • • •-- raga, • • • DH'•SIGM •P R ESSURES F.IG b 10/17/06 B REVISE DP TABLES TOASTME 1300-02 '' • • AL1. HORIZONTAL ROLLER WINDOW, IMPACT "'"d Br F.K a"& 3113/06 ROYB A ADD AIR SPACE DIMENSION GLASS TYPES G THRUt Draw F.K. Dmc 2/28/06 GYiewdRy J°J° :323/06 I Visibly Better _ • .. • KR710 amp NTS aea 3 " 11 NZ 4127 -10 Re.: C ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 27 3/8° l MAX DLO VENT �+-- 545/18° MAX DLO FIXED 0 110° MAX WIDTH I.F. FRAME 111" MAX WIDTH FLANGE FRAME DETAIL 8 - XOX (1/4- 1/2 -1/4) 33 8/18° MAXCi r 33 L8° MAX DLO FOLD II I i DLO O VENT A 67318' MAX DLO ALL FIXED LITES A 56° MAX DLO AU. VENTS 62° MAX I.F. FRAME ALL CONFIG. 63' MAX FLANGE FRAME ALL CONFIG. B 273/8" MAX DLO —� VENT 273/8' MAX. DLO FIXED X 0 X f.® 85 7/18' MAX. WIDTH I.F. FRAME --•"-I X86 7/16° MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL •• ••• • • • • • • • • 73' MAX WIDTH I.F. FRAME 74' MAX WIDTH FLANGE FRAME DETAIL A - OX OR XO nnm R.40.: ADD INTEGRAL PIN FRAME MAX DIMENSIONS AND CORNER FIG 4/15/07 C CONSTRUCTION DETAIL FROMSHT. 6. I.F. FRAME FLANGE FRAME • • • • •• • ••• •• • • • •• VIEW D-D Q (FRAME CORNER CONSTRUCTION) Cr REVISED with the Flarida -a:.nw No 0.4„7:21- ; s, 09 utuian Dpte By L// Read Bye F.K Date 10/17/06 8 NO CHANGE THIS SHEET F.K Chum Br F.K Data 5/13/06 2/2/26/06 Review= A NO CHANGE THIS SHEET Cheated* J.J. sax •• • • • • 1070 TEMIOLOGO DRIVE NOI8MIS11FL 1278• P.•O.e(X 1588 • NOKObTS. FL 3424 L.L ••• EI:rVA1jONS AL•�UM. HORIZONTAL ROLLER WINDOW, IMPACT _ • ". • rter. HR710 G NTS 4 a 11 4127 -10 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• INTERIOR EXTERIOR 1 — MAX FIXED DLO —� MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE RAME) MAX. HEIGHT FLANGE FRAME A INTERIOR 1-- MAX FIXED DLO -- MAX. WIDTH (.F. FRAME) MAX VENT DLO EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIy,FRAME) EXTERIOR SECTION C-C (VERTICAL SECTION, FLANGE RAME) fftedgr FIG Reader- FJC Remit* F.K. vas 4/18107 10117,06 SI3108 Andsimr C Ram 8 Reod,ions • INTERIOR • • • • • •• ••• SILL 0 EXTERIOR • • • •• • • •• • • • •• (VERTICAL SEQjION, I.F. FR4ME),,gs• • • • • • ADO INTEGRAL FIN FRAME 17043 41, 42 AND 43 AND VIEWS. NO CHANGE THIS SHEET NO CHANGE 7MSSHEET omn BF auk, FX 228/16 Oigdnda), J4. 3/23/08 •• • • 1070 TE08iNOGRIIE NOK1 4lS4L34.75 • P.O. AX 1828 • NOKOMIS. FL 34274 HEAD ••(yERTj,CAL SECTION, I.F. FRAM E) • S D TIO PRODUCT REVISED as cam.. <.Syiag with the Florida Erd: °_': Coda Ac;:. 'Grace Nu ALNM. H®RIZONTAL ROLLER WNDOVV, IMPACT Visibly Better sera smar HRT10 Half Meat 5 - 11 lAsabgtk 4127-10 Roe C /7/7//- Robert L. Clerk, P.E. PE 638712 Structural ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • ITEM DWG REV DESCRIPTION MATL PGI'# ITEM DWG REV( DESCRIPTION 1 MATL ( PGI.91 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" IAMI (1 /8"A, .090 PVB 1/8"A) 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 67 " 13/16" LAMI10•1 /8 "A, 3/8" AIRSPACE, 5/16" IAMI (I /8 "A, .090 PVB, U8"HS) 3 #8 X 3/4 PA. PAN HEAD 7834AA 68 13/16" IAMI IG•1 /8 "A, 3/8" AIRSPACE, 5/16" LAMI (1 /8 "I1S, .090 PVB, 1 /8 "HS) 4 4053 SASH STOP COVER (SASH 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 10-3/16"A, 5/16" AIR SPACE, 5/16" IAMI 1/8 "A, .090 PVB, 1/8" 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 71 13/16" LAMI IG•3 /16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8 "HS) 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, .090 PVB, 3/16 "A) 8 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3 /16"A, .090 PVB, 3 /16 "HS) 1626 ADHESIVE OPEN CELL. FOAM PAD 7PAD1626 74 " 13/16" LAMI IG•I/8 "A,1/4" AIRSPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3/16 "HS) 12 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 i 75 " 13/16" LAMI IG- 3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 76 " 13/16" LAMI IG•3/16"A, 3/16" AIR SPACE, 7/16" LAME (3 /16"A, .090 PVB, 3 /16"HS) 14 1155 #8 X 1.000 Q U A D PN. SMS 78IPQA 77 " 13/16" IAMI IG•3 /16 "A, 3/16" AIR SPACE , 7/16" LAMI (3/16"HS, .090 PVB, 3 /16 "HS) 15 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 90 1014 SCREEN FRAME (HOR & VFR.) 3105 -H14 AL 16 17 4054 B FIXED MEE1'INGRAIL 606311D -T6 AL 64054A 91 1630 SCREEN CORNER KEY W /RIN(S POLYPROP. 4066 WSTP,.187 X .230, FIN SEAL 64066G 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 19 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 93 1073 SCREEN SPRING ST.ST. 21 1683 WSTP „250 X .270 BACK, FIN SEAL 616830 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 22 225 -1 ROLLER HOUSING& GUIDE 4211211D , 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 29 32 4006 1235 D SASHMEETINGRAIL WSTP,.170 X 270 BACK, FIN SEAL 6063HS -T6 AL 64006 67S16G 2.824 2.710 33 35 1096 SWEEP LATCH DIE-CA ST 71096 36 1016 #8 X .625 PH. FL SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 W STP,.250 X 270 BACK, FIN SEAL 61683G 7070 BULB WEATHERSTRIP .187 X 275 67070K 39 40 LIFTRAILCOVERCAP 74078 "C"LORR 41 4139 I.F. FRAME HEAD 6063 -T6 AL 64139 Q O © 41 I.F. FRAME HEAD 42 4140 4141 LF.FRAMESILL I.F. FRAME JAMB 6063 -T6 AL 6063 -T6 AL 64140 64141 FRODUCT REVISED as complying with the Florida B"il eO • am- ® 114139, 6083-T8 43 A 1 50 GLAZING SILICONE, DOW 899, 995 OREQUIVALENT 51 1224 VINYL GIAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB (THQ�1) 6TT'248K 2.784 53 4039 13 GLAZINGE3EAD - 5/16" 6063 -T5 AL 6403913 54 4044 B GLAZING BEAD - 5/16” W /GRILL KIT 6063 -T5 AL 644703 .062 4222 A GLAZING BEAD - 7/16" 6063 -T5 AL 64222 3.152 I //1 55 56 985 C GLAZING BEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 1.988 • 59 4067 GLAZINGBEAD - 13/16" 6063 -T5 AL 64067 — —.-- • I.F. AM JAMB 60 GLASS, • 5/16" IAMI (1 /8" A, PVB, 1/8" A) • • ••• {II .090 5/I6" IAMI (1/8" A, .090 PVB,1 /8" HS) i i • • • �c , i 441:6063 -T6 • • • • • • • • • •• • • • •• L Clerk, P.E. PE 838712 Structwal 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) 2710 F. FRAME SILL 64 65 " 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) 42 #4140, 8083 -T8 eaee ar F.K pe. 4/15107 wns"a,c C ADD ITEMS 41, 42 & 43 • • • • • 10707E10010LOD•DRME NOWS0FL 31275• • al l& 18� N s. FL 34274 • • • .. PANTS J�•�/JST 7 7." • • ARM. HORIZONTAL ROLLER WINDOW, IMPACT nm6tlar. F.K Wee 10/17/08 8 NO CHANGE THIS SHEET ""� F.K. " 5/13/08 a A ADD SPACE DIMENSIONS ITEMS 88 THRU 77.4 oat= 22&88 d"a®,er, J.J. norm I 323/08 Visit, Better s i ., • HR710 NTS °101Q 6 d 11 '° 4127 -10 �" I C Ammer F.K 0410 • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •O• • • • 1100 • • T- 173 082 173 2.710 -1 O FLANGE FRAME HEAD #4102A, 806346 .490 J1 11 Imo- 1.451• -►I O SASH STOP #4025, 8063-T5 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .050 1.096 1- —FT 0 GLAZING BEAD, 5/16" #40443,6083 -T5 (USED W/ GRILL KIT) 6 FLANGE FRAME SILL J #4138, 6083 -T6 O HORIZ. ROLLER TRACK #4131,6063 -T6 2 32 SASH MTG. RAIL #40060,8083HS -T6 1.098 4----1 T 56 GLAZING BEAD 7/161 #4222A, 6063-T5 • • •• ••• O FRAME SILL ADAPTER #4137, 6063-T6 f�- 1.403 -► 17 FIXED MEETING RAIL #4054B,6083HD -T6 Imo- 1291+1 SASH SIDE RAIL #4126, 8083-T5 .050 ••• • 1•115-41-.-e+-1•T •• •GANG W4), •iI16° • • •U' W/ R,°D4 KIP• • b1.513 1 1{.040 j .738 1-•-.1.443-.- O SASH STOP COVER #4053,6063 -T5 I--- 2.784-1 1 3� 13 FLANGE FRAME JAMB #4002A, 6063-T6 .082 .678 1.098 I--`.{ 7 53 GLAZING BEAD, 5/16" #40393, 6083-T5 .683 _ -1- 11 .097 GLAZING BEAD, 13/16" #4087, 6083-T5 PRODUCTREVJSED as complying with the Florida Btdldmg Code Aeceptanco No O >Doe JC nake 4115/07 NO CHANGE THIS SHEET 10/17/08 5/13106 1128/06 Reakdorrr B A awasatillt JJ. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3/29/06 109,r u OL iii'"• O1iP"''ui NoKOPPd, FL 34274 ETRUUIONS AP.t1M IRIZONTAL ROLLER WINDOW, IMPACT •j _ • 1111710 Half 7 m 11 4127 -10 rle/ Robert L Gads, RE PE 839712 Saactu at ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ANCHOR QUANTITIES, XOX 1141/2 -1/4) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) ANCHOR rive) & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD Z CONC 1, CONC Z3, WOOD Z CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W r H HEAD & SILL co g HEAD & SILL m g HEAD & SILL co m HEAD & SILL 0 2 HEAD & SILL m g HEAD & SILL -'-, co 2. GLASS TYPES: It A. 5/18' LAMI - (1/8° A,.090,1/8" A) ¢, B. 5/18° LAMI - (118° A,.090, 1/13° HS) 53.125x 38.375 48.000 50.825 54.000 80.000 83.00) 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 +02 +1 +02+1 2 C. 7/18' LAMI - (1/8' H HS) D. 7/18" LAMI - (3118° .0,.090,.090, , 311/1 8` A) 1 +02+1 +02 +1 3 1 +02 +1+02 +1 3 1+C2 +1+C2 +1 3 1+C1 +1 +C2+1 3 1+02 +1 +02+1 3 1+02+1+02 +1 3 E.7/16° LAMI - (3/16°A,.090,3/16° HS) 1 +C2+1 +C2 +1 3 1 +02+1 +C2+1 3 1 +C2 +1+C2+1 3 1 +C2 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +0x +1 +0x +1 3 G. 7/16' 16' LAMI IG -" 8' OR 318" A, 5/1 G. 13116° LAMI 1G -118' OR 3/18" A, 5/16' OR 3/8°SPACE, 5/16' LAMI - (118' .0,.0190,1/8' A) 1 +02 +1 +02+1 3 1+02 +1 +02+1 3 1 +C2+1 +02+1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 H. 13116° LAND 10 - 1/8° OR 3/16' A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (1/8° A,.090, 1/8° HS) 1 +02+1 +02+1 3 1+C2+1+02+1 3 1 +02+1 +02+1 3 i +(2 +1 +C2 +1 3 1 +02 +1 +(2 +1 3 1+C2+1+C2+1 3 I. 13/18' LAMI 10 -1/8° OR 3/18' A, 5/16' OR 3/8° SPACE, 5/18' LAMI - (1/8" HS,.090, 1/8" HS) J.13/18" LAMI IG -1/8' OR 3118° A, 3/16° OR 1/4" SPACE, 7/18' LAMI - (3/16"A,.090, 90, 3/16" A) 1 +02+1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02+1 +02 +1 3 1+02 +1+02 +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 K. 13118' LAMI 10 -118` OR 3/16° A, 3/16' OR 1/4' SPACE, 7/18' LAMI • (3/16" A,.090, 3/18' HS) 80.000 x 38.375 48.000 50.625 54.000 60.(00 83.000 1 +C2 +1 +C2 +1 2 1 +02+1 +02 +1 2 1 +0 2 +1 +02 +1 2 1 +02+1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +2 +C2+1 13/18' LAMI IG -1/8° OR 3N 8° A 3/16' OR 1/4' SPACE, 7118• LAMI - (3H6° HS..090, 3/16" HS) 2 L 1 +C2+1 +C2 +1 3 1+02+1 +C2 +1 3 1 +C2+1 +02+1 3 1 +(3 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +2+02+1 3 3. WINDOW ANCHOR QUAN1THES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +C2 +1 +C2 +1 3 1 +(2+1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +(2+1 +( +1 3 1 +C2 +2 +(+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE 1 +C2+1 +C2 +1 3 1 +02 +1+01+1 3 1+02+1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +2+C2+1 3 HEAD & SILL 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 1+02 +1 +02 +1 3 1+02+1.02 +1 3 1 +02 +1 +02 +1 3 1+C2+1+C2+1 3 1 +02+1 +C2 +1 3 1 +03+2+03+1 3 25 314° MAX. FROM CORNERS. JAMBS: 9° MAX FROM CORNERS AND 2212° MAX O.C. 1 +02 +1 +G2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02+1+02 +1 3 1 +C2+1 +C2+1 3 1 +C3+2 +C3+1 3 TABLE KEY: 74.000x38.375 48.000 50.825 54.0 60.000 83.000 1 +02 +2 +02+1 2 1 +02+1 +02+1 2 1 +C2+2 +C2+1 2 1 +02+2 +02+1 2 1 +C2 +2+C2 +1 2 1 +C2 +2+C2 +1 2 X O X J 1 +C2+2+02 +1 3 1 +C2 +1 +02+1 3 1 +02+2+02+1 3 1 +02+2+02+1 3 1+C2+2+C2+1 3 1 +02+2+02+1 3 I1 +C3 +4+03 +1 3 - ANCHOR QUANTITY PER JAMB f HEAD AND SILL ANCHOR QUANTITY. 1 +(2+2+02+1 3 1 +C2 +1+C2+1 3 1 +02 +2+02 +1 3 1+C2+2+C2+1 3 1 +02+2 +02+1 3 1 +C2 +2+02+1 3 1+02+2+02+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 +03+2 +03+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +02+2+02+1 3 1 +0x +1 +02+1 3 1 +C2 +2+02+1 3 1 +02+2+02+1 3 1 +(2'2+02 +1 3 1 +03+2 +03+1 3 ANCHOR AT EACH OPERABLE VENT 1 +02+2+02 +1 3 1 +02+1 +02+1 3 1 +03+2+03+1 3 1 +03+2 +03+1 3 1 +0x+2 +02+1 3 1 +03+2 +03+1 3 PLUS (4) ANCHORS AT FIXED SECTION. ANCHORS TOTAL AT HEAD AND SILL 84.000x 38.375 48.000 50.825 54.003 80.000 53.000 1 +02 +2+02 +1 2 1 +02+2+03+1 2 1 +02+2 +02 +1 2 1 +02 +2 +02+1 2 1 +C2 +2+C2 +1 2 1 +02 +3+02+1 (12) 2 1+02 +2+C2 +1 3 1+02+2+02+1 3 1+02 +2+02+1 3 1 +02 +2 +02 +1 3 1 +02 +2+C2 +1 3 1 +03+3+03+1 3 (3° MIN. O.C. ANCHOR SPACING) 1 +02+2+02+1 3 1 +02+2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +02 +1 3 1 +02+2 +02 +1 3 1 +03+3+03+1 3 1 +02 +2 +02 +1 3 1 +(2 +2 +02+1 3 1 +02 +2 +(2 +1 3 1 +02 +2+02+1 3 1 +02+2 +02 +1 3 1+04 +3+04+1 3 r I 25 3/4" max. I 3" MIN. 1 +02 +2 +02+1 3 1 +C2 +2 ++1 1+C2+2+02+1 3 1 +(3+2+(3+1 3 1 +03+2+03+1 3 1 +02 +2+02 +1 3 1 +C4 +3+04+1 1 3 ___. pRo UCr!'FVISED es cenv..i a;, with the Florida Lso t +:'an Ex*,tfonexa o -1i� -/ Expiration MO 3fIlY_- / B''' r .. . t tit X -- t 1 t t tit 0 1 X 1 +02 +2 +02 +1 3 1 +02+2+02 +1 3 1 +03+2 +03+1 3 1 +03+2 +03.1 3 1 +02+2+02+ 13 1 +04 +3+04+1 3 9' REF. 108.375x 38.375 48.000 50.625 54.000 80.(00 83.(00 1 +02 +2+02 +1 2 1 +02+2+02 +1 2 1+02+3+02+1 2 1+02+3+02+1 2 1 +02 +3+02 +1 2 1 +02 +4 +02 +1 2 T-\ TYP.- 1 +(2+3+02 +1 3 1 +02+2 +02+1 3 1 +03+3+(3+1 3 1 +(3+3+03+1 3 1 +02+3+02+1 3 1+03+4+03+1 3 MTG. RAIL, W/ QTY. OF (3) ANCHORS 1 +02+3+02 +1 3 1 +02 +2 +02 +1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +03 +4 +03+1 3 EXAMPLE CLUSTER 1 +03+3+03+1 3 1 +02+2+02+1 3 1 +03+3+03 +1 3 1 +03+3+03+1 3 1+03+3 +03+1 3 1 +04+4 +01+1 3 (SHOWN IN TABLE KEY ABOVE) MAX 1 +03+3+03+1 3 1 +02+2+02 +1 3 1 +C4+3+C4 +1 3 1 +C4 +3+04 +1 4 1 +03 +3+(3+1 3 1 +04+4 +04 +1 3 1 +03+3+03+1 3 1 +02+2 +02+1 3 1 +04+3+04 +1 3 1 +04 +3+04 +1 4 1 +04 +3+04+1 3 1+05+4 +05+1 3 1 25 314" 111.000x38.376 48.000 50.825 54.000 80.000 83.030 1 +02+3+02 +1 2 1 +02+2 +02 +1 2 1+02 +3+02 +1 2 1 +02+3+02 +1 3 1 +02 +3+pE+M 2•1+42+44241 • • 2• • • • • • �• •• �1112'TYP• I- ►- 3"MIN. 1 +02+3+02 +1 3 1 +02+2 +02 +1 3 1 +03+3+03+1 3 1 +(3+3+03+1 3 1 +C2 +3i*2 +1 • 3 1+53+4 +03•1 • • • • • • • O. • 911 ire. • • • -0t-• • • t 11 • -• X -� +1 1 i / 1 1111 0 1 X !� J r A D� Robe/IL Clark, P.E. PE639712 Structural 1 +02 +3+02 +1 3 1 +C2 +2 +02 +1 3 1 +03+3+03+1 3 1 +03 +3+03+1 3 1+03+3+034 3 1+*3+4t03.1 1 +(3+3+(:3+1 3 1+02+2+02+1 3 1+03+3+03+1 3 1+03 +3+03+1 3 1+C3 +3+0+1 3 1+04+4+04 +1 3 • 1 +03+3+03+1 3 1 +02+2 +02+1 3 1 +04+3+04 +1 3 1 +04+3+04+1 4 1 +03+3+03+1 3 1 +04 +4 +04 +1 3 MTG. RAIL, TYR.- 1+03+3+03+1 3 1 +02+2 +02 +1 3 1 +04+3+04 +1 3 1 +04 +3+04+1 4 1+04+4+i3 1 +05+445+1 i•• EXg11f LM.USTER W/ QTY. OF (4) ANCHORS R ae1 F.K. Da 4/16/07 rmaamnx C UPDATE TABLE 4. SELECT VALUES DUE TO ANCHOR CAP. ADJ • • • • • b • o.soran • AI�HOf tGE SPACING, XOX (1/4-1/2-1/4) t'. •• •• ALCM. HORIZONTAL ROLLER WINDOW, IMPACT F.K. 10/17RS Revisit= REVSEANCHORAGE FORMAT. HEAD & SILL CLUSTERS '�NOK&M1SI'L 31,114 arad a,- F.K We: 6113!08 R^*blm A ADD SPACE DIMENSIONS GLASS TYPES G THRU L • P.0.10X 1428 &NNW F.K DMZ 2118100 Chalkdar J.J. Mr. &23/08 I NOKOG113, FL 34274 Visibly Better sw�a.t HR710 '�'' NTS se.8 8 a 11 easing No. 4127 -10 1411 C ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XOX (113. 413413) WINDOWS TABLE 5 NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPE x 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, ,IONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H HEAD & SILL co a HEAD & SILL -+ 0 1 HEAD & SILL y g HEAD & SILL a> • Q HEAD & SILL > to to HEAD & SILL -� rn 2. GLASS TYPES: I A. 5/16° LAMI - (1/8" A..090,1/8° A) B. 5116' LAM1- (1/8° A,.090,1/8° HS) 48.000x 38.375 48.000 50.625 54.000 60.000 83.000 1 +C2 +1 +C2 +1 2 1 +62+1 +02+1 2 1+C2+1+C2+1 2 1 +02 +1 +62+1 2 1 +02 +1 +62 +1 2 1 +62 +1 +02 +1 2 C. 5/16" LAMI - (1/8° HS,.090, 1/8" HS) "A) 1 +C2+1+C2 +1 3 1 +02 +1+62 +1 3 1 +62+1 +C2 +1 3 1+62 +1+02+1 3 1+62 +1+02 +1 3 1+02+1 +C2 +1 3 D. 7/16° LAMI- (3/16°/0,.090,3/16 E. 7/16' LAMI - (3/18° A,.090, 3/18° HS) 1+62 +1 +02 +1 3 1 +02 +1+62+1 3 1 +C2 +1 +C2 +1 3 1 +62 +1 +C2 +1 3 1+C2+1 +C2+1 3 1 +C2 +1 +02 +1 3 F. 7/16' LAMI - (3116" HS,.090, 3/16° HS) 1+62 +1 +62 +1 3 1 +62 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1 +62+1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +02 +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 +62 +1 3 1 +C2+1 +62+1 3 1 +C2 +1+62 +1 3 1 +0211 +02+1 3 1 +02 +1 +02+1 3 H. 13/16" LAMI IG - 1/8° OR 3/18° A, 5/16° OR 3/8" SPACE, 5/18" LAMI - (1/8° A,.090, 1/8° HS) I. 1 +(2 +1 +C2 +1 3 1 +02 +1+02+1 3 1+C2+1+C2+1 3 1 +02 +1 +02 +1 3 1 +62+1 +C1 +1 3 1 +63+1 +63+1 13/18° LAMI IG -1/8° OR 3116° A, 5/18' OR 3/8" SPACE, 5/18' LAMI - (1/8° HS,.090, 1/8° HS) 3 J.13/18° 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 80.000 63.000 1 +02+1 +02 +1 2 1 +C2 +1+62+1 2 1 +C2 +1+(2 +1 2 1 +C2 +1 +02+1 2 1 +02+1 +02 +1 2 1 +02+1 +C2 +1 2 K. 13/16' LAMI IG -118° OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16" LAMI - (3/16° A,.090, 3/16° HS) 1+62 +1 +C2 +1 3 1 +62+1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +02+1 3 L. 13/16° LAMI 10 - 1/8" OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3/16" HS,.090, 3/16" HS) 1 +(2 +1 +(2 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +62+1 +62 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED 1+62+1+62+1 3 1 +62+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1+62 +1+01+1 ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, (30 TO NEXT LARGER WINDOW IN TABLE. 1 +02 +1 +02 +1 3 1 +02+1+02+1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02+1 +02 +1 3 1+03+1 +63+1 3 1 +02+1 +02 +1 3 1 +02 +1+02+1 3 1+02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +C2 +1 +02 +1 3 1 +03+1 +03+1 3 HEAD & SILL: 1012° MAX ON EACH SIDE OF MEETING RAIL CENTERLINE 80.000x 38.375 48.000 50.825 54.000 60.000 63.000 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1+02+1 +C2 +1 2 1 +02 +1 +62+1 2 1 +62 +1 +02+1 2 JAMBS: 9" M 25 M4° AX F R MAX. M CM CORNERS ROM CORNERS AND 2212° MAX. O.C. 1 +02 +1 +02+1 3 1 +02 +1+02+1 3 1 +02+1 +02 +1 3 1+02 +1 +02+1 3 1+02+1+02 +1 3 1 +02+1 +02+1 3 TABLE: 1+02 +1 +02 +1 3 1 +62+1+62+1 3 1 +02+•1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +62 +1 +02+1 3 X 0 X 1 +(2 +1 +C2 +1 3 1 +62+1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +62+1 +(2 +1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 11 +C3+1+63+1 1 3 Imo-- ANCHOR QUANTITY PER JAMB PR OJIIUCTREVISED ascun=.atying with theFlorida Buil irCodc 5.0? 1 +02+1 +02 +1 3 1+C2+1 +62 +1 3 1 +02 +1 +02+1 3 1 +62 +1+02 +1 3 1 +02 +1 +62+1 3 1 +03+1 +03+1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +62+1 +62+1 3 1 +(2 +1+02+•1 3 1 +02 +1 +(2 +1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2+1 3 1 +03+1+03+1 3 1 +62+1 +02+1 2 1 +02 +1 +62 +1 2 1 +02 +1 +(2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +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. 0.6. ANCHOR SPACING) 1 +62+1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +62+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +62+1 3 1 +02 +1 +62 +1 3 1 +02+1 +C2 +1 3 1 +02+1 +02 +1 3 1 +62+1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +63+1 +03+1 3 1 +62+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1+62 +1 +02 +1 3 1+C2 +1 +C2 +1 3 1 +C3+1 ++1 03 3 1 +62+1 +02+1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +63+1 +C3 +1 3 1 +62+1 +62 +1 3 1 +63+1 +03+1 3 1 +02+1 +02 +1 3 1 +02+1+62 +1 3 1 +03+1 +63+1 3 1 +03+1 +03 +1 3 1 +02 +1 +12+1 3 1 +03+1+03+1 3 1 +02 +1 +62 +1 2 1 +02 +1 +62 +1 2 1+62 +1 +02 +1 2 1+02+1 +62 +1 2 1+02+1 +62 +1 2 1 +02 +1+02 +1 2 F- I I 25 3/4' MAX -+1 —o' MIN 1 +(2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1+62 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03 +1 +63+1 3 1+62 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1+62 +1 3 1 +02+1 +02+1 3 1 +03+1 +63+1 3 1 141 X 1 101 0 1 X 1 +02 +1 +C2 +1 3 1 +02 +1 +62+1 3 1+62+1+02+1 3 1 +02+1 +02+1 3 1 +62+1 +02 +1 3 1 +03+1 +03+1 3 �REF' 1+02+1+02+1 3 1 +02 +1 +62+1 3 1 +63+1 +03+1 3 1 +63+1 +03+1 3 1 +02 +1+02 +1 3 1 +03+1 +63 +1 3 —� 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +03+1 +63+1 3 1 +03+1 +03+1 3 1 +02 +1 +C2 +1 03 3 1 ++1 +03+1 3 OF (3) ANCHORS 1 +62 +1 +(2 +1 2 1+62+1+02+1 2 1 +02 +1 +C2 +1 2 1 +02 +1 +02 +1 3 1 +02+1 +62 +1 2 1 +02 +1 +C2 +1 MTG.RAIL 2 TYP.— CLUSTER W/ QTY. 1 +02 +1 +C2 +1 1 +C2 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +62 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +62 +1 +02 +1 3 1+62 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +62+1 3 1 +63+1 +03+1 3 1 +03 +1 +03+1 EXAMPLE 3 Accelxe +me No a 08 s' 3 (SHOWN IN TABLE KEY ABOVE) Ex. ,.. mD/00 Ifffltotl 1... Proluu . '7'� d�o 07 r Robert L Clerk, PE. PE #38712 Structural 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1+(3+1 +03+1 3 1 +03+1 +63+1 3 1 +02 +1 +62+1 3 1 +63+1 +63+1 3 1+02+1+62+1 3 1 +02 +1 +02 +1 3 1 +63+1 +03+1 3 1 +63+1 +63 +1 4 1 +63+1 +03+1 3 1 +03+1 +03+1 3 1 1 25 3/4' MAX 1 +63+1 +03 +1 3 1 +02 +1 +62 +1 3 1 +03+1 +03+1 3 1 +63+1 +03 +1 4 1 +03+1 +03+1 3 1 +C4 +1 +04+1 4 12 "TYP �I 1 +02 +1 +02+1 2 1 +02 +1 +62 +1 2 1 +02 +1 +62 +1 2 1 +62 +1 +62 +1 3 1 +C2 +1 +, +•1 2 t+102` .•• • • �C 3 • • • 9' EF• ,t •••• I+ 3° MIN. 1 1+62 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02 +1+62 +1 3 1 +62 +1 +02 +1 3 1 +02 +1 -462 +1 3 1 +08+1 +438.1 1011 X_ -� 1 11 0 1 1 X_ 1 +02 +1 +02+1 3 1 +02 +1 +62 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +0 ++ 3 1!(43 +1ZC311 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +63+1 +63+1 3 1 +63+1 +03+1 3 1 +C2+1•00P+1 3•1!018+1 +(1811 3•• • • • �/ OF (4) ANCHORS 1 +C2 +1 +02 +1 3 1 +62 +1+62 +1 3 1 +03+1 +03+1 3 1 +63+1 +03+1 4 1+03+1 +63+1 3 1 +C4 +1 +04 +1 4 MTG. RAIL, TYP.— 1 +03+1 +63+1 3 1 +C2 +1 +02 +1 3 1 +03+1+(3+1 3 1 +63+1 +03+1 4 1 +03+1 +03+1 3 1 +C4 +1 +C4 +1 4 EXAMPLE CLUSTER W/ QTY. timid Br F.K. Oshr 4/15/07 Rinislonv C UPDATE TABLE 5, RFI FCT VALUES DUE TO ANCHOR CAP. ADJ. •• • �µ '•. �i Rc. �bx 1Rax • NO VA06. FL 34974 • ••• WWI. ••• MICHOIRAGE SPACING, XOX (1/3- 1/3 -1/3) —• Mead Hy: Fit rlate 10117/06 eamrom B REVISE ANCHORAGE FORMAT, HEAD B SILL CLUSTERS T� 4WM. /3QRIZONTAL ROLLER WINDOW, IMPACT ' Rend 5/13/06 " A ADD SPACE DIMENSIONS GLASS TYPES o7HRUL. j11r�i� gettg 0m ex Fit We 1/Z1V06 c +e" J.J. wra 323!08 1 • 1112716 sue NTS 9 a 11 a�°w. I 4127 -10 a� C ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • 1 • •• •• ••• • • • ••• • • MOW Vre 100:7C,* ' i • TABLE 6 NOTES: 1 I 4 s :t: v 2 - 114' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPE & SUBSTRATE GLASS TYPE B GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CON 2,3, WOOD 2, CONC 1, CONC ZONES ZONES • z ZONES ZONES ZONES WINDOW SIZE W v H o S 6 oa m g .) o 0 y 0 ., �` aii J_ y as m Q -, 0 0 y as m g Q, O y 1 oa m -) t .1 B. 5/18' LAMI (1/3 A,.090, 1/8' HS) C. 5/18° LAMI - (1/8' HS,.090,1/8' HS) D. 7/16° LAMI - (3118" A,.090, 3118° A) E. 7/18' LAMI - (3/18° A,.090, 3/18' HS) F. 7/18' LAMI - (3116' HS,.090, 3116° HS) G. 13/18° LAMI IG -1/8' OR 3/18° A, 5118° OR 3/8' SPACE, 5/16' LAMI - (1/8" A,.090,1/8" A) H. 13/18' LAMI IG -1/8° OR 3/18° A, 5118° OR 3/8' SPACE, 5/18" LAMI - (1/8° A,.090,1/8' HS) I. 13/18° LAMI IG -118* OR 3/16' A, 5/16" OR 3/8° SPACE, 5118' LAMI - (1/8° HS,.090,1/8" HS) J. 13/16' LAMI 10 -1/8° OR 3/16' A, 3118° OR 1/4" SPACE, 7/18° LAMI - (3/18" A,.090, 3118° A) K. 13/16' LAMI 10 - 1/8° OR 3/18° A, 3(16` OR 114' SPACE, 7(18' LAMI - (3/16' A,.090, 3/18' HS) L 13/16° LAMI IG -1/8° OR 3/18" A, 3/18° OR 114' SPACE, 7/18' LAMI - (3/16' HS,.090, 3116° 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. ' TABLE KEY: O X_ 1 +C2 +1 2 1 +C2 +1 2 1, .' 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 • i'i i 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 54.000 60,000 63.000 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 +02 +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 83.000 1+C2 +1 2 1 +C2+1 1 +02 +1 1 +C2 +1 2 1 +C2+1 2 1+02 +1 2 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +C2 +1 w 1 +C3+1 0) 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +C2 +1 1 +C3+1 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 1 +C3+1 1 +C3+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C2 +1 1 +C3 +1 1 +C3+1 3 1 +02 +1 3 1 +C3+1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 12 +C3+2 1 3 I-•- ANCHOR QUANTITY PER JAMB PRODUCT PTTVISED as cowp:;du3with Ste Florida Bw1diagCo*: Accepter= No . 08 5.197 � 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 HEAD AND SLL ANCHOR QUANTITIES 1 +C2 +1 1 +C3+1 3 3 1 +C2 +1 1 +C2 +1 3 3 1 +C3+1 1 +C3 +1 3 3 1 +C2 +1 1 +C3 +1 3 3 1 +C2 +1 1 +C2 +1 3 3 1 +C3+1 1 +C3 +1 3 3 A C ENTERER OF ANCHORS CEN TH TERED 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) 1 +C3+1 4 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 4 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 4 1 +C3 +1 3 1 +C4 +1 3 1 +C3 +1 4 1 +C3+1 3 1 +C4 +1 3 80.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 3 2 +03+2 3 1+C2 +1 3 1 +C2 +1 3 2 +C3+2 3 1 +03 +1 3 1 +02+1 3 2 +C3 +2 3 1 +03 +1 3 1 +02 +1 3 2 +03 +2 3 8 3/4" MAX -.I I-+ --3" MIN. 1 +C3+1 4 1 +02 +1 3 2 +C3+2 3 1 +03 +1 4 1 +C2 +1 3 2 +C3+2 3 1 +C3 +1 4 1 +C3+1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +04 +2 4 9' REF.I MTG. EXAMPLE CLUSTER o 1 +C3 +1 4 1 +C3+1 3 2 +C4 +2 4 1 +C3+1 4 1 +C3 +1 3 2 +C4 +2 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 1 +C2 +1 2 2 +02 +2 3 2 +02 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +02 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C2 +2 4 1 +C2 +1 3 2 +C3 +2 3 RAIL W/ QTY. OF (3) ANCHORS 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3+2 4 2 +C3+2 4 1 +C2 +1 3 2 +C3+2 4 (SHOWN IN TABLE KEY ABOVE) Expiation Data ' - It ssy !i <. OP i i.., . ado Product 2 +C3 +2 4 1 +C3 +1 3 2 +04 +2 4 2+C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 1 +03+1 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3+1 3 2 +C4 +2 4 • • •9a`FF 18 314' MAX 2+02 +2 3 2 +02 +2 2 +C2 +2 2 +C3 +2 3 4 2 +C2 +2 2 +C2 +2•t. 2 2+C2 +2 2 -r( l2 3 •4 • 11n'TYP. Ir--3° MIN. 48.000 50.625 54.000 60.000 2 +C3+2 4 2 +02 +2 3 2 +C3+2 4 0 1//,---"----- �4..4 Robert L Clark, P. PE#39712 Structural 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 • •? 2 +(A2 d • ••• i i••RAIL • -I 2 +C3 +2 4 2 +C3 +2 3 2 +C4 +2 4 2 +C3 +2 4 2 +C3+2 •+3. 2-M2 •t.. • +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 5 2 +C3+2 3 2 +C4 +2 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS +C3 +2 4 1 +C3 +1 3 2 :' 2 +C4 +2 5 2+C3 +2 4 2+C4 +2 5 R_vsray F.K De. 4/15/07 !Wakens C CHG.TABLE6 TO 6, 8 SELECT . VALUES DUE - ..... TO ANCHOR CAP. ADS • • • 10,0.1 tN� "ua'M' &:t. • • O.C. SOX Am • NOK(RA8, FL 34474 • • • `_ IMAGE SPACING, OX AND XO WINDOWS ��•//' /WM. aQRIZONTAL ROLLER WINDOW, IMPACT awaaar. F.K a,. 10/17/06 WNW". B REVISE ANCHORAGE FORMAT, HEAD &SUIT CLUSTERS �"ax F.K. 5/13/06 A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L Pam 8x F.K amx 2128/06 elmdedey J.J. eam,. 3/23/08 I W%$ Bette} • HR710 �'' NTS m.az 10 ' 11 c""°"K` 4127 -10 Imo'' C ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A A 13/4" MIN. E.D. TYP. WOOD BUCK MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 NOTE 3 1 3/5" MIN. TE1Q CONCRETE ANCHOR, NOTE 1 1 /4" MAX SHIM WOOD ANCHOR, NOTE 2 MAX SHIM W0013 ANCHOR, DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 3/8° MIN. 2x WOOD BUCK, NOTE 3 DETAIL E CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM CONCRETE ANCHOR, NOTE 1 1/4" MAX SHIM 1 1/4" MIN. (1.5 KSI CMU) OR PER NOTE 1 Q • (3.4 KSI CONCRETE) 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 114" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPK:I tU 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 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A S1ZE 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. 1 314° a EXTERIOR INTERIOR MIN. E.D (HFJ10 & SILL DETAILS TYP. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR 1x WOOD BUCK, NOTE 3 DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS A - MIN. 3.4 KSI CONCRETE A 1/4" MAX SHIM 1Q 1 3/4" MIN. E.D.TYP.a 2x WOOD DETAIL C BUCK, NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS WOOD ANCHOR, NOTE 2 1/4" MAX SHIM DETAIL H (HEAD NAILING .131 DI& MIN. x 21/2° NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS 0, H & 1. SEE 3/8" MIN. ca NAILING DETAIL D Read er Der Redeem F.K 4/16/07 C it F.K Render. F.K. dxeFar Dabx F.K. 2/28/06 10/17A5 new 6'13!06 REVISE NOTES 1 & 2 REGARDING 775MF1T HD. & EMBEDMENT. ADD I.F. FRAME. CHG. NOTE5 TO FBC, CURRENT EDITION* B A ADD NOTE 5. Checked bra J.J. 312:006 REVISE EDGE MST. , EMBEDMENT& SHT. REFERENCES •• • • • • •• ••• • • •• ••• • • GETAIL SILL) •• • 1070 mot; Fr. lib °1b• NOK 8, 11.344 p . 7 8,.dauanDaa f 1'1/ BY /i_.-- f° Fralact "'i"rf'!", DETAIL I (JAMB)® Q TYPICAL INTEGRAL FIN FRAME SECTIONS ••• o ••• AQICHOl AGE DETAILS ;L1. I- TORIZONTAL ROLLER WINDOW, IMPACT HR710 Half 11 m 11 4127 -10 C v JL,'Bend' ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • MIAMI• COUNTY, BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT' CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 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.maimidade.aov/buildinscode 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 otlknafeas where allowed by the Authority Having Jurisdiction (AHJ). • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade cg ty;ProduatOc4ntrol Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cpypjreserve the right to have this product or material tested for quality assurance purposes. If this product. es material fails to perform in the accepted manner, the manufacturer will incur the expense of such testier end the :Ai-M.may immediately revoke, modify, or suspend the use of such product or material within theirjerigdictioir. �QRA reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cbbnt/ Product Coiftrol Division that this product or material fails to meet the requirements of the applicable bfaftitrlg code. • This product is approved as described herein, and has been designed to comply with thh Florida Buildin' •. Code, including the High Veloci Hurricane Zone. • • • •• • • •• • • • •••• PROVAL 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 Acce . i ce number and ex • t thy. s . County Product Control Division. ELING: 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 cuninate 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. 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 of tgwit►g alu nint}m casement windows, prepared by Fenestration Testing Laboratory, Test Repoi3'I " 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 l; aG,TAS 26,7.-94; 3) Water Resistance Test, per FBC, TAS 202 -94 • • • • 4) Large Missile Impact Test per FBC, TAS 201 -34 •••••• 5) Cyclic Wind Pressure Loading per FBC, TAS 1034'4 "" • 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 R No. FTL 3587 dated 10/8/02, signed and sealed by Jo. e Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. i : .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 PBcITAS 21)2"-§r 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 203:4 • • • • 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS W-94 ' .. • : along with marked -up drawings and installation diagram of three mum outswing casement windows, prepared by Fenestration Testing Laboratory, Test ReportNd'. 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 IIIG 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= 'es C -740 Aluminum Casement Window — L.M.I., approved s 0 3/06, ex 5/22/08. Manuel P: P.E. Product Contro finer NOA No. i : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 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 IiEI O 1T 37 6 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 WI 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. 13116° I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7116" 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 CONFIGURATIONS OPTIONS 1 x 0 x 0 x 0 X x 0 0 x x 0 x UNEQUAL UTES x 0 UNEQUAL UTES Q x UNEQUAL UTES 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 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 14-4 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR i44 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. ®4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE•PLEX441I4Y BHIUSI$D NV CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH. SEE *Eta 531-I:10CIa9.,,OR DESIGN PRESSURE LIMITATIONS WHEN ANCHOR ORIN Yi(( • • • • • • • ••• • • •• ••• •• • • • •• ALL FOUR CORNERS OF THE FRAME. ®7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. •• • • ••• ••• ••• • • • • • • • • ADD 12119'LG. A MOVE GLAZING DETAILS TOS14EE72 • • • D 070 7ECi4YOLOSf RVE NOTES'y�ND 7'�IBLE OF CONTENTS DAVE NO CHANGE THIS SHEET NOKOMIS, FL 5127 • i" • • • S • ADD 76' HT., GLASS TYPES FANG G. REVISE ANCHORAGE. PO. BOX 1029 • ALUMINUM CASEMENT WINDOW, IMPACT 0.,0B,, Data F.K 325/03 neve ex 0.0- F.X. 7/10153 F.K. Rena 0, F.K Revisions 0 Dew Rertsionm moc 12/17/02 Gemee{ Data: NOKOM.9 FL 39274 Vis/btyy Better sselr CA -740 NTS 1 ° 13 7045 -8 PRODUCT IllEtirWP2 9eiaistt, 19 Au:glees: Ws Ltxae A. Tune, P.E PE 955201 MeshaMsel ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• 1/8" ANNEALED OR -- x—.090 PVB INTERLAYER ( ;1 HEAT 1/8" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 30 31 3/8" AIR SPACE — 1/8" HEAT STRENGTHENED GLASS .65° NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16° HEAT h.— STRENGTHENED GLASS .65° NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16° LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE •• •• • • • • • • • "' •• 13x16" rG ?W11/16" LAMI A GLAZING DETAIL aaoanar FIG 3/25/03 er FC mar Fx er Rena REDRAW GLAZING DETAILS & ADD 13116•LG. a.an 7/10/03 NO CHANGE THIS SHEET Damn Fx *me: 5/23/05 03125/03 Rolsint ryruedar ADD 13/16* LAMI I.G. W /7/152AMI8 CORRECT S/169AMI DETAIL rut, •• • • 1070 TECNNOLd0PORNE• NOKOMIS. FLO342,6 • • • P.O. SOX l5 • •1 sly ..• • .GLAZIITG DETAILS NOKOMIS, R.34274 Visibly Better • ALUMI M &J EMENT WINDOW, IMPACT evnuwe - sm, snag: m..maao. ca -745 I NTS 2 ° 13 7045.8 Lucas A Turner, P.E. PE 558201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CENTERLINE 1 1/2" 1 1/2" ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. Rhadflt FJC Oseo 328113 1 4° MAX. 4" MAX. Revision. 0 ANCHOR LOCATION TYP. II 7 MVO FON, 4" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. —DAYLIGHT OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING 30" MAX. -- DAYLIGHT OPENING 37° MAX. VENT TYP. 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX° (SEE SHEET 7 FOR PRESSURES) NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT •• • •• • • • • 13" MAX. O.C. 1 • -I • • • • • - 4� '141/E" MAX. O.C. VENT HEAD & SILL ONLY 60" MAX. FIXED • • • • • • SEE ME•ETTN4 FAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES •• • • ••• CHANGE SHEET NO. REFERENCES Rose RR FX Renee, F.K. bake 7/1003 0/23105 Revisions: c Revisions: ADD HINGE LOCATION DETAILS CHANGE MAX. HT. 7070•AND MAX DLO TO 99" sex F.K. Dew 12/17/02 Checked By nm: • • 1070 TECHNOIjmVIR1V= NOKOMI3, Ti 348 • P.O. SOX 149 NOKOMI3. FL 34274 ••• ••• • • • ear Viir�tjeetter • "XX" & "XOX"EL EVATIONS 'ALUMINUM CASEMENT WINDOW, IMPACT 76" MAX. HEIGHT PRODUCT IMMO as anceNGE AEI the MA& S8I Th 2 C•.i:u 3 seoseisIsoot 04 -740 Is e 13 7045 -8 �V2rru5' Lucas A Inner. P.E. PE 858201 Mechanical ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• DENOTES HINGE LOCATION AT HEAD & SILL OF 'X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. O.C. 4' MAX. 37" MAX. WIDTH 30" MAX. f DAYLIGHT OPENING X\ \\ - A 69" MAX. DAYLIGHT = OPENING A 76" MAX. HEIGHT 4" mArii _-,141/2" MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13° MAX. O.C. 4" MAX. 4" 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13° MAX. O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING 4" MAX. 4" mAx.1 ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION •• 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 'R9" MAC. • • ®G • •• • •• • • • •• SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 37" MAX. VENT 60" MAX. FIXED ELEVAT ON "F" - "XO" & "9X" UNEQUAL •• LITE • ••• ••S (SEE SHEET 8-9 FOR PRESSURES) •• • 76" MAX. HEIGHT PROM= RENEWED NS cam plyiag ea Ih lie Ptak swuauaa F.K Datss 3/25103 B CHANGE SHEET NO. REFERENCES ama: 6/23108 Ogee 7/10/03 12117/02 cerisivaa C ltarbt"": ct°aked8), F.K. ADD HINGE DETAIL 8 HINGE LOCATION NOTES CHANGE MAX HT. TO 78* AND MAX DLO TO 60 Data I • • 10707ECHNOLDGYIKV NOKOMIS, R 3445 • P.O.BOX 15% NOKOMIS: FL 34274 • • • Vi+YLY eBe10 • • • �, "O: "X07 "OX"ELEVATIONS •ALUMS1i1M VSEMENT WINDOW, IMPACT seam ea CA-740 NTS Stsest 4 m 13 7045-8 l (7U 1/0r- gamier Lutz A. Tom . P.E. PE #58201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • •. • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • 41111 •• •• 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 'R9" MAC. • • ®G • •• • •• • • • •• SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 37" MAX. VENT 60" MAX. FIXED ELEVAT ON "F" - "XO" & "9X" UNEQUAL •• LITE • ••• ••S (SEE SHEET 8-9 FOR PRESSURES) •• • 76" MAX. HEIGHT PROM= RENEWED NS cam plyiag ea Ih lie Ptak swuauaa F.K Datss 3/25103 B CHANGE SHEET NO. REFERENCES ama: 6/23108 Ogee 7/10/03 12117/02 cerisivaa C ltarbt"": ct°aked8), F.K. ADD HINGE DETAIL 8 HINGE LOCATION NOTES CHANGE MAX HT. TO 78* AND MAX DLO TO 60 Data I • • 10707ECHNOLDGYIKV NOKOMIS, R 3445 • P.O.BOX 15% NOKOMIS: FL 34274 • • • Vi+YLY eBe10 • • • �, "O: "X07 "OX"ELEVATIONS •ALUMS1i1M VSEMENT WINDOW, IMPACT seam ea CA-740 NTS Stsest 4 m 13 7045-8 l (7U 1/0r- gamier Lutz A. Tom . P.E. 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 (118 "H8,3 /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 NEC POS NEC POS 191/8 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 70.01 -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 26112 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 - 662 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 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 -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 rumgCtilmseo ammogrikeoe r '• Fxa .; 1I - . 36 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 -422 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -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 1-90.0170.0 PRODUCT MEWED Bee,la'wU6 the Fb>idt Aeeeptsere RTD ■l% • 0. TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 A GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (118 "A,AIR SPACE,7/16" LAMI -W/ 3116 "A,.090,3118 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 •• ••• • • • • • •• NOTES: • X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURESOIN THB OWE••TAILEC, U6ECLCO■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. • ••• • • • • • • • •• • • ••• ••• ••• • • • • • • • (V %��- Lucas A Tamer, P.E. PE#58201 Mechanics! newel* FJC Dela 325/03 Derbgy B ADD MASS TYPE TO TABLES 184 • • • 1070 • yR NOK� G+3' 7$ P.O. BOX 1526 NOKOMIS FL 34274 • • • • •7 • • • • ARE UREt- X CONFIG. WINDOWS De., Dr FJC Date 7/10/03 Revisions C No CHANGE THIS SHEET ALUMiNUMCASEMENT WINDOW, IMPACT D.rne6y. Fx llte 323105 ,fertlom D REVISE ANCHORS 8 ADD 75' HEIGHTOP,7ON Dmeey F.K. Dare 12/17/02 C,»WNey. Dare Visibly Better mLOe CA -740 NTS mew 5 " 13 R11t`°M0 7045-8 1br D ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,1/8"HS) "XX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 a a 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 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 - 69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 - 69.6 69.6 - 65.2 65.2 - 63.0 63.0 - 60.8 60.8 - 58.0 58.0 60 A 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 - 68.4 68.4 -83.9 63.9 - 60.0 60.0 - 58.5 58.5 -56.2 56.2 53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 68 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 amp *r the I • • -11 '. OlyP' dD.% R�� ` '° - , 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 4. "XX WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: ?e a "" "a� 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) PRODUCT RENEWED as eetnpiylfigwithtio9HA10 samhlC Accept:am No a % • • - ►CLL . (!j Di i. ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL- 4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH -55.0 55.0 Q NOTES: A • • ••• • • • • • • • 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE/ IN THE A40 1rf3/ESj U r I:LC: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. • •• ••• •• • • • •• � Woes A Twnet, P.E. PE 968201 Mechanical wmar D: Revisions. •• • • •••••• 10707ECHNOI • �•PRES9URE9� NDXDMrs FI.742�I • • P.O. BOX ••• XX CONFIG. WINDOWS ras •ALLM&WM BASEMENT WINDOW, IMPACT lima as bale """"B' Fie lac 623/06 D REVISE ANCHORS &ADD TABLES 76- HEIGHT OPTION brew er F.K atm 12/17102 C!ceder ow: I NOXOMIS, FL 74 -Visibty Better snbest • 04740 smui NTS sew 6 m 13 7045 -8 D ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COMPARATIVE ANALYSIS TABLE 6. or WINDOWS TEST REPORTS: FTL- 3582, FTL -3729, FTL -4607, FTL -4808 WIDTHS GLAZING OPTIONS: A. 5/16" LAMI (1/8"A,.090,1/8"HS) E. 13/16° LAMI (1/8 "HS,318" SPACE,5/18" LAMI -W 118 Hs,.0901/8"HS) C. 7/18° LAMI (3/16 A,.090,3/16°HS) F.13/16" LAMI (1/8°A,A1R SPACE,7 /16" LAMI -W/ 3116°A,.090,3/16°HS) HEIGHT 26 31 38 383/8 43 48 50 5/8 54 57 60 72 76 "0" °XOX° NEG A -75.0 38 72 B,E -75.0 POS 70.0 70.0 NEG -75.0 -75.0 POS 70.0 70.0 NEG -75.0 -75.0 POS 70.0 70.0 NEG -70.4 -75.0 POS 70.0 70.0 NEG -60.4 -75.0 POS 60.4 70.0 NEG -54.3 -75.0 POS 54.3 70.0 NEG -51.1 -75.0 POS 51.1 70.0 NEG -47.9 -75.0 POS 47.9 70.0 NEG -44.8 -75.0 POS 44.8 70.0 NEG -422 -75.0 POS 42.2 70.0 -39.7 39.7 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 37 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -48.4 46.4 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 C,F -90.0 70.0 391)2 79 A -75.0 70.0 -75.0 -90.0 -75A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -67.8 67.8 -62.1 82.1 -55.7 70.0 55.7 -90.0 70.0 70.0 70.0 -90.0 70.0 -90.0 -49.8 49.8 -43.6 43.6 -41.1 41.1 70.0 -90.0 70.0 -55.01 55.0 -36.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 .755.01 55.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 42 84 A -75.0 70.0 -75.0 70.0 -62.4 62.4 -58.4 70.0 58.4 -90.0 -83.3 70.0 63.3 -90.0 -90.0 -58.4 58.4 -53.4 -90.0 -50.0 -90.0 70.0 -87.4 70.0 -832 70.0 -55.01 55.0 -44.3 44.3 -41.9 41.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 C,F 45 90 A -90.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -70.3 70.0 -58.0 58.0 -90.0 -54.6 70.0 54.8 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 -59.3 59.3 -53.6 53.6 -50.9 50.9 -47.5 47.5 -44.7 44.7 -42.1 70.0 42.1 -75.8 70.0 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -78.9 70.0 -72.4 -692 -55.01 55.0 48 96 A -75.0 70.0 -65.0 65.0 -54.3 54.3 -51.1 51.1 -65.1 55.1 -51.4 51.4 -48.6 48.6 -45.3 45.3 42.5 -40.4 40.4 -38.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F 5012 101 A -90.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.8 80.8 -61.3 81.3 -48.3 48.3 -52.7 70.0 52.7 -86.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 -48.7 -46.9 48.9 -43.5 43.5 -41.3 41.3 -392 39.2 -64.1 -55.01 55.0 -5321 532 -37.1 37.1 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 -74.3 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -812 70.0 -70.3 70.0 -88.8 66.8 -63.5 531/8 108 3/8 A -75.0 70.0 -58.7 58.7 -48.7 48.7 -45.4 45.4 -50.0 50.0 -46.1 48.1 -442 44.2 422 -40.1 40.1 -38.0 38.0 60.5 -52.61 no -36.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -72.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 54 108 A -75.0 70.0 -58.2 58.2 -47.9 47.9 -44.5 70.0 44.5 -88.6 70.0 -78.4 -71.1 66.5 -63.0 63.0 60.0 -57.3 57.3 48.21 482 -49.1 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -35:9 35.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.9 70.0 -75.0 -70.1 70.0 -65.4 65.4 61.8 -59.1 59.1 -58.4 70.0 56.4 -52.81 52.8 5512 A -75.0 70.0 -57.1 57.1 -46.4 46.4 -43.3 43.3 -47.5 47.5 -43.9 43.9 -42.2 42.2 -40.8 40.8 -39.1 39.1 37.2 -35.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -74.3 70. CAF -90.0 57 114 A -76.0 70.0 70.0 -90.0 -56.2 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 -72.5 70.0 -88.4 68.4 -63.6 63.6 80.1 -57.5 57.5 56.2 -44.8 44.8 -42.1 42.1 -462 482 -42.5 42.5 -412 41.2 -39.8 39.8 -38.5 -38.7 38.7 -34.8 34.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 58172 117 A -742 70.0 -55.0 55.0 -43.4 43.4 -90.0 -40.8 70.0 -81. 70.0 70.7 40.9 -44.8 44.8 -41.3 41.3 -66.7 -40.2 -61.8 61.8 -58.7 55.9 53.2 -49.4149.4 4521 452 40.2 -38.7 38.7 37.8 -36.1 38.1 -342 342 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 70.0 -72.2 -68.4 68.4 60 120 C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -89.0 -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 69.0 40.4 -64.9 64.9 -60.4 60.4 57.3 -54.5 54.5 47.8147.8 41.7141.7 -392 39.2 -37.6 37.8 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 70.0 70.0 -67.4 87.4 C,F -90.0 70.0 -90.0. 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 87.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 -48.31 48.3 -4Z81 42.8 TABLE 7. TEST REPORT: FTL-3580 TABLE 7A. ALL "0° SIZES UP TO 60" WIDE x 83" HIGH AND ALL 1/4-1/2-1/4 XOX" SIZES UP TO 120° WIDEA 6Zr HIGH 1-90.01 70.0 ALL "0" SIZES UP TO 80" WIDE x 76' HIGH AND ALL 1 /4-1/2-1/4 XONII SIZES/PIN-042MM x4r6"441GN 11-55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO 1119 FULL DESIGN PRERguRESINTTHE'AI3ovE TABLES, use A 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING VVITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.6 P.S.F. ELC,0 1/4" TAPCONS OR 1 4 0 amad F.K. r F.K. F.K. Dex 326103 Rebfrmr B ADD GLASS TYPE TO TABLES Sete 7H0V03 Serfdom C NO CHANGE THIS SHEET Save Br Date: Servfbr F.K. 823105 D CHANGE ANCHORS AND ADD 76' HT. OPTION Dreamer Dew NNLM Br Game F.IG 12/17/02 10701E0460 oRn4 NOKOMIS, FL J11274 M).11171■PRESSVRES-10 411/4-1/2-1/4 XOX CONFIG. WINDOWS ,AfUMWM USEMENT WINDOW, IMPACT NTS 7045-8 Lucas A. Turner. P.E. PE 858201 Mechanical • 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 70.0 531/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 89.5 -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 - 562 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 -58.1 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 - 58.2 582 - 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 80.4 - 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 - 48.4 46.4 - 43.5 43.5 -41.1 41.1 - 38.6 38.6 1 3 X 1 3 Q X X 0 0 X TABLE 9. XO" or "OX" & 1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5116" LAMI (1/811S,.090,1/8"HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5 /16° LAMI -W/ 1/8 "HS,.090,1/8"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-90.01 70.0 TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/18" LAMI (1/8"A,AIR SPACE, 7/16" LAMI -W/ 3116 "A,.090,3 /16"1-IS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1-55.01 55.0 NOTES: ® • • • • • • • • • • • • 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABO'dE Ti4BI ES►USE 6LC€ 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. • • • • • •• ••• •• • • • •• per F.K Rosa FK nets cra 7/10/03 Ravi/Manx B lints/axe ADD GLASS TYPE E TO TABLE 9 IVO CHANGE THIS SHEET ttnn"ay. EX D CHANGE ANCHORS AND ADD 75' HEIGHT OPTION mc"nar F.K Data 12/17/02 Clad. Br •• • • •• •- • • f070TEOMIS, Ft Y 7.0X0715. Ft 3d a P.O. BOX 1528 7.0710755 1124274 • ••• • •• • • •• • • Vistbly Better • • eRtsSofjES -, OX, & 1/3- 1/3 -1/3 XOX WINDOWS • ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS Sheer 8 m 13 u.rsaa° 7045-8 Verr Lucas A. Turner, P.E. PE #58201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COMPARATIVE ANALYSIS GLAZING OPTIONS: TABLE 11. "XO" or "OX° & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL-4607, FTL -4608 A. 5/18" 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. 13/18" LAMI (1/8"HS,318" SPACE,5/16° LAMI -W/ 1/8 "HS,.090,1/8"HS) F. 13/16" LAMI (118 "A,AIR SPACE,7/16" LAMI -W/ 3/16"A,.090,3/16 °HS) HEIGHT WIDTHS 26 36 383/8 43 48 5058 54 57 60 63 67 72 76 "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEC POS NEC! P08 NEGI POS NEG 1 POS 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 84.9 - 60.6 60.6 -58.1 58.1 - 56.1 58.1 - 53.3 53.3 - 50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 55.0155.0 - 55.0155.0 :55.01 55.0, 88.919 24 38.919 A -75.0 70.0 -89.1 69.1 -63.4 83.4 - 58.5 58.5 -50.4 50.4 -47.5 47.5 - 44.1 44.1 -41.6 41.6 -39.2 39.2 - 38.9 38.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 - 55.0155.0, - 55.0155.0 - 55.0155.0 95.973 27 42.973 A -75.0 70.0 - 60.5 60.5 -57.2 57.2 -82.1 62.1 - 55.2 55.2 -52.8 52.8 49.1 49.1 - 46.2 462 -43.6 43.8 41.1 41.1 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 - 55.0155.0 - 55.0155.0 - 55.0155.0 . 108.649 30 . 48.649 A -75.0 70.0 - 53.5 53.5 -50.4 50.4 - 54.5 54.5 - 50.7 50.7 48.2 482 44.9'44.9 42.0 42.0 40.1 40.1 - 38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 89.7 - 86.3 68.3 - 63.1 63.1 - 55.0155.0 - 55.0155.0 52.21522 115.892 32 51.892 A -75.0 70.0 48.9 49.9 -46.8 48.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 42.7 42.7 -40.7 40.7 - 38.6 38.6 - 36.6 36.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -732 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 78.6 70.0 -73.2 70.0 - 88.3 68.3 - 84.8 84.8 -61.4 61.4 - 58.8 58.8 - 55.0155.0 - 50.9150.9 47.7147.7 122 33.687 54.627 A 75. 070. 047. 347 .344.044.0- 48.448A -44.7 44.7 -42.8 42.841.441.4 - 39539.5 - 37.5375- 35.735.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 -84.7 84.7 -81.0 81.0 - 58.4 58.4 - 55.7 55.7 - 52.1152.1 47.71 47.7 -44.61 44.6 123.135 34 55.135 A -75.0 70.0 -46.8 48.8 43.8 43.6 47.9 47.9 -44.3 44.3 42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 - 35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.8 70.0 -71.0 70.0 C.F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 - 68.8 68.8 -64.1 64.1 - 60.5 60.5 - 57.9 57.9 - 552 552 - 51.5151.5 47.21472 44.0144.0 128.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.6 -46.7 48.7 43.1 43.1 -41.5 41.8 40.2 40.2 - 38.7 38.7 - 38.9 38.9 -35.0 35.0 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 592 - 58.5 58.5 -53.8 53.8 - 50.1150.1 -45.8145,8 -43.0143.0 130 35.896 58.209 A -74.4 70.0 43.6 43.6 412 412 45.1 45.1 41.5 41.5 40.4 40.4 - 38.9 38.9 -37.7 37.7 - 38.2 362 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -88.8 88.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 89.3 -65.3 55.3 - 6 0 . 6 6 0 . 6 - 5 7 . 6 5 7 . 6 - 5 4 . 7 5 4 . 7 - 5 1 . 9 5 1 . 9 4 8 . 1 1 4 8 . 1 43 . 9 1 43 . 9 4 1 . 9 1 4 1 . 9 130.378 38 58.378 A -74.3 70.0 -43.5 43.5 41.0 41.0 45.0 45.0 41.4 41.4 40.3 40.3 - 38.8 38.8 -37.6 37.6 -36.1 36.1 - 34.3 34.3 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -72.3 70.0 - 68.5 685 C,F - 90.0 70.0 -90.0 70.0, -90.0 70.0 -79.8 70.0 -69.1 69.1 - 85.1 65.1 - 80.5 80.5 - 57.4 57.4 -54.6 54.8 -51.7 51.7 -48.0148.0 43.8143.8 41.8141.8 134 , 37 80 A -72.9 70.0 422 42.2 -39.7 39.7 -43.5 43.5 40.4 40.4 -39.2 39.2 -37.7 37.7 -38.7 38.7 - 35.5 35.5 - 33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.13 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -87.3 87.3 - 83.3 63.3 - 59.1 59.1 -55.9 55.9 - 53.0 53.0 - 50.0 50.0 -48.3148.3 - 42.8142.8 40.8140.8 "XO" & °OX° WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. %(O° or "OX" & "COX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/18" LAMI (3116"HS,.090,3/16"HS) ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH -90.0 70.0 TABLE 12A. '7(O" or "OX" & "XOX" UNEQUAL LITE WINDOWS. • TE�S•T�tEP•OR ;S: -358 , T 460 ,,I TL4508 GLAZING OPTIONS: D. 7/16" LAMI (3/16"HS,.090,3/16"HS) G. 13/16° LAMI (118 "A,AIR SPACE,? /I<B LAMI- W /ii/103HS•0921/1 ) • • ALL °XOX" SIZES UP TO 134° WIDE x 78° HIGH WITH 37" MAX. VENT WIDTH AND 60" MA)Q IXED WIIITH ARS • • • • • 55.0 ALL "XO" or "Or SIZES UP TO 97" WIDE x 76" HIGH WITH 37° MAX. VENT WIDTH AND 60" AWL fl)& W )j • • • • • 55.0 A NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES USE ELCO 1/4° TAPCONS OR Q 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. X 0 X UNEQUAL UTES X 0 UNEQUAL LITES 0 X UNEQUALUTES pRODOcr RENESIliE a"conyt. m7s4v6 Lie natosto Balcare 0%1. Rowe ay Onkr Renewer EX. 325/03 9 Rwa06y. qde RMSlettZ F.K 7/10/03 C Pares 93r 0elc Resbimx F.K 02305 D Ismer Oac thsdatIey FA 12/17/02 ADD GLASS TYPEE TO TABLE 11 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 78' HEIGHT OPTION •• • 1070 TECHNOLOM110 i 901(090$ Fl41427• P.O. BOX • NOKOMIS, 8.4274 • • ••• ••• °PRESSURES, UNEQUAL CONFIG. XO, OX & XOX •ALUMIM(rM dAISEMENT WINDOW, IMPACT "Visib/y Bel " CA -740 NTS 13 omeinotin 7045 -8 D 117?frUs' Locos A Turner. P.E. PE #58201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REFERENCE "XO" & "XOX" FRAME REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 110 ASSEMBLY DETAIL, SHEET 11 Q 4 III MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3). MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE ASSEMBLY DETAIL, SHEET 11 Q ...al I: „I MAX. VENT 1+-DAYLIGHT OPENING --I © OR © (SEE SHT. 3) ,�I_I I MAX. WIDTH (SEE HT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT HORIZONTAL SECTION - XX L MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X •• ••• • • • • • •• • • • • • • VERTICAL SECTION• • • • • • FIXED UNIT Arad F.K ar F. FX 33125/a3 7/10/03 Flovkismer kerekm C ADD 13/16* LO. GLAZING BEAD ITEM SHOW TOP HINGE Ronda,: F.K 8/23/08 CHG SHT. NO. REF. AND ADD HEM 89 mar F.K. amx 12/17/02 Croaked er •• • • • • •• •_• 10N7OKMWSO L , �C a YdR V f P.O. BOX 1529 NOKOMIS, FL 34274 • • •• • • • •• • ••• ••• ••• • • • Visibly Barer " • • SGCT1t•NS PRODUCT RENEWED as complying with De Flub& AccepNo • I/ lsn= • .5.fis,,,7A7.417442013 I, •S •• ALUMINUM CASEMENT WINDOW, IMPACT se+vammc CA-740 Sega NTS 10 > 13 I 7045 -8 F. D 1 f %( /or Lutes A. Turner, P.E. PE 898201 Mechenkal ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • #12x1 PH TEK SMS FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 TUBE, MAIL: 6063 -T6 3" APART AT MID -SPAN "X" FRAME JAMB "X" FRAME JAMB Ih� I I "XX" FRAME ASSEMBLY DETAIL #12x1 PH TEK SMS FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS TUBE, MATL: 6063 -T6 3" APART AT MID -SPAN "X" FRAME JAMB / "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL A Ti 1.376" � 440" .095 "' CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 .434" 2.854" .062" NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 3.544" .062" NOM. .438" • ••• • • • • • •• • • • • • F'QCEb FRAME HEAD, SILL, JAMB • • • • • • • • • &IATL: 6063 -T6 ••• •• • • • •• DWG# 7005A .062" NOM. L2.784" 2.919" FRAME HEAD, SILL, JAMB MAIL: 6063 -T8 DWG# 7002A Reese.. FTC 3/25/03 amw" 8 NO CHANGE THIS SHEET amey F.K Rose. FK DOR 7/10/03 owes 6723/05 RerRiatve C NO CHANGE THIS SHEET ADD Dal Denney, F.K 12/17/02 ca"a,e"ey ORR 1070 TECHNOOIit NOKOMIS • P.O. NO$•1ooP • NOKOMIS. FL 54274 • • ••• • Visibly AMP • EXiRfI3bNC8 RLUM19ddUMCt1 EXTRMIOXII & ASSEMBLY DETAILS ALUM�(UM ��SEMENT WINDOW, IMPACT eadesefeaeL CA-740 • NTS 11 d 13 Roo- 7045.8 D Lucas A. Tame'', P.E. PE 868201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS LIST ITEM DWG # PGT. # DESCRIPTION 7002A MAIN FRAME - BEAD, SILL & JAMBS 2 1155 78IPQA 08 X 1 QUAD PH SI4IS 3 7008 FRAME CORNER KEY 4 1/2"Xlt2"X1/8" CLOSED -CELL FOAM TAPE 5 7003A SASH - TOP, BOTTOM & SIDE RAILS 6 1155 78IPQA #8X1 QUADPHSMS 7 7017 670I7K BULB WEATHERSTRIP .1877(.240 8 7009 SASH CORNER KEY 9 7024 MAXIM MULTI -POINT LOCK , 10 7026 LOCK SUPPORT PLATE 11 #10.24 X.562 P1L PN. TYPE F 12 7014 MULTI -LOCK KEEPER (RE. & L11) 13 1157 78X78PPSMS 08 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8-32 X .375 P1. PN. TYPE B 21 7032 STUD BRACKET (L.H. & R31) 22 7858ZA 08 X 5/8" FLT. PBL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 7023 12" HINGE VY DUTY) 26 710x12FP #10 X.500 PH. NIL 30 5/16" LAMINATED (1/8A & I/811S GLASS) .090 INTERLAYER - SOLUTTA OR DUPONT PVB 31 5/16' LAMINATED (1/8113 & 1/8115 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3/16HS GLASS) .0901N1ERIAYER - SOLUTIA OR DUPONT PVB 33 7/16° LAMINATED (3/16115 & 3/161 IS GLASS) .090 INTERLAYER - SOLUTTA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16") 41 7042 GLAZING BEAD (7/16") 43 1224 61P2 47 VINYL BULB WSTP (THICK) 44 45 SILICONE - DOW CORNING 899, 995 OR EQUIV. PARABOND 46 1634 616304 SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY • 52 SCREEN CLOTH 53 1635 6163514 SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B 88 X.500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASST. TUBE 68 712XIPPT #12 X 1" PH. PHIL TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 7018 7FLDHD FOLDING HANDLE 4e.4ea FJC ae a#a), F.K PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16° LG. GLASS (1/8"LLS, AIR SPACE, 5 /16 "LAMI) 5/16" LAMI = (2) L1TES OF 1 /8"HS GLASS WIT11 AN.0901NTERIAYER - SOLUTIA OR DUPONT PVB 13/I6" LG. GLASS (1/8908, AIR SPACE, 7 /16"IAM]) 7/16" LAMI 3/16A & 3 /1611S GLASS WITH AN.090 INTERLAYER - SOLUTIA. OR DUPONT PVB 13/16" LG. GLASS (1/8"HS, AIR SPACE, 7 /16 "IAMI) 7/16" LAMI= 3/16115 & 3/16118 GLASS WITH AN.090INTERLAYER- SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050* 40 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" .050" .665" ® 0 7116" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 •• •440• • • • • • • •• • • • If • • • • • • •_v 3" • • • • • • • • • • • • SENT S*CReLffFF A v1E MAIL: 6063 -T6 •DWt/j006 ••• •t• 993" 289" .040" — .172" .870" .870" .050" .569" O13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .125" .062" 1.124" INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.701 *Rower RENEWED aeWmpI349g with the IMAM 0 Cede Asaptxxxx Bata l3 .093" CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A Deis Dare: 7/10!03 Revisions. B Revisions ADD 13118 -LG. GLASS 8 GLAZING BEAD NO CHANGE THIS SHEET Rend 13v F.IC Data 823108 navies,®: ADD EQUIV. TO 17E0144, SILICONE AND ADD ITEMS 87, 88 AND 89 rneener F.K. Das 12/17/02 RnnpeBy • •• 10707EGUNOLOGY NOXOMIS, F•342416 • P.O. BOX 1329 NOXOML4, 74 34274 . • Visibly Better • • P4,R7S;LIST EXTRUSIONS ALUMINUM OASEMENT WINDOW, IMPACT smtmma CA-740 NTS 12 m 13 Me sine Ma 7045-8 t(71.ws" Lucas A 7Lwarr, P.E. PE #08201 Mechanical ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -1 r ASEE N(T;. L j Wi 1 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY P �" °° +R 1/4" SS4 �s' CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM G 2 1/ "SEE ) • - 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. BUCKS ARE OPTIONAL IF UNIT hIS INSTALLED DIRECTLY TO SOLID CONCCRErE.�Vt DO) BU 9� IGTEINAS 2x LESS RETHAN " THICK OR WOOD GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE•ENGIIVEREI:? Y &HERS 6R•A APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. A Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOTE 1 A SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 IN. A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM — 1 A SEE NOTE 2 A SEE NOTE 4 L OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK • A SEE NOTE 4 �I11/4" MIN. OPERABLE UNIT FRAME TO CONCRETE 1/4" MAX. SHIM ASEE NOTE 1 A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOTE 1 SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A SEE NOTE4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. Rev&Br AA, NM*. F.X. 3/15/03 B Roma( BY F1( ema 7/10103 • NO CHANGE THIS SHEET Revisionc c NO CHANGE THIS SHEET Rend been F.IC Br 623/05 Rerbio. Sr es. P.K. 12/17/02 der REVISE NOTES AND REMOVE 3116' TAPCONS 8 #14 SCREWS D •• • • 1070 TECHNOLOGYDRIV NOKOMIS., NA 3425 • • • • P.O. BOX J$g NOKOMIS. R. 54274 •DdNDee••• ••• • ANCHQRAGI; DETAILS • AT UMLUM CASEMENT WINDOW, IMPACT B""musac • CA-740 salt NTS 13 s 13 Wats 7045 -8 D I VI, r,/or- Lucas A. Turner. P.E. PE 058201 Mechanical ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • It • • ••• • • • • • • • • • • • • •• •• • ••• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld Wen Inc. 3737 Lakeport Blvd. Kalamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction m�te�t�ls. The documentation submitted has been reviewed by Miami -Dade County Product Control l rvi oon and a icsptId by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other arpg %were allowee1 by 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 • • • • • • •• • • • • • •••• •• • • • • • • the Authority Having Jurisdiction (AHJ). • •••• • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade eQW1ty;Prodii,c ntrol Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve th ;rjgxlt 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, includin . the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No "DC9970", titled "6' -8" & 8' -0 Sing a autswmg l ' aque Steel Edge ", sheets 1 through 5 of 5, dated 12 -07 -07 and last revised on 02- 05 -08, prepared by the manufacturer, signed and sealed by Nimesh Bhaysar, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Ac - . tance number and ex i iration date ' the Miami -Dade County Product Control Division. Limitation: 1 Units are not rated where water in trap n is nee ' e s , unless complies with exceptions per FBC. 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 # 02- 1211.13 and consists of this page 1 and evidence page, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • .l:w APPROVED Jeld Wen Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No "DC9970 ", titled "6' -8" & 8' -0 Single outswing Opaque Steel Edge ", sheets 1 through 5 of 5, dated 12 -07-07 and last revised on 02- 05 -08, prepared by the manufaaturer, signed and sealed by Nimesh Bhaysar, P.E. • • • • • • • •• • • • • B. TESTS (Photo copies from files # 02- 1211.13), original test report conducted pe‘r.$F$C, 200, • 202 and 203 -94, now termed as FBC, TAS 201,202 and 203 -94. • • 1. Test report on • •••• • • • 1) Air Infiltration Test, per TAS 202 -94 •••• • • • 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 • • • • • • • • • • • 3) No Water Resistance Test performed. .. .. " • • 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 PA 202 -94 • • • • along with marked -up drawings and installation diagram of single outswing and inswing ..: residential insulated steel doors, prepared by Certified Testing Laboratories, Test Report No(s) Test Report No. CTLA455W, dated October 11, 1999 and CTLA650W, dated January 03, 2001 and, both signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS: 1. Anchor calculations prepared by O.M. Engineering Services Inc., dated 02- 05 -08, signed and sealed by Nimesh Bhaysar, P. E. D. QUALITY ASSURANCE BY; 1. Miami -Dade County Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS (Photo copies from files # 02- 1211.13) 1. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA455W, dated October 11, 1999, for steel samples, tested per ASTM E8 -93a, signed and sealed by signed and sealed by Ramesh Patel, P.E. 2. Test Report No. ITS- J99006660 -001, prepared by Intertek Testing Services NA, Inc., issued to Jeld -Wen Research and Development, dated April 8, 1999, for samples of foam, tested per ASTM E 84-94 "Standard Test Methods for Surface Burning Characteristics of Building Materials" and ASTM D 1929 -91A "Standard Test Method for Ignition Properties of Plastics "; signed and sealed by Douglas Keith Tucker, P.E. F. STATEMENTS 1. Letter of conformance & "No financial interest" dated February 01, 2008, signed and sealed by Nimesh Bhaysar, P.E. 2. Laboratory Statement of compliance, part of the test report CTLA455W & CTLA650W, signed and sealed by Ramesh Patel, P.E. F. OTHER 1. This NOA renews NOA # 02- 1211.13, expiring February 11, 2008. E -1 1•lal \ • LLJ Ishaq 1 Chanda, P.E. Product Control Examiner NOA No 08- 0208.07 Expiration Date: February 11, 2013 Approval Date: March 20, 2008 JELDWEN® Steel & 84!'SINGLEOUTSWJNG OPAQUE STEEL EDGE IMPACT STEEL DOOR IN WOOD FRAME GENERAL NOTES : yi i oTs�7: c a ANC 0 m PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE 1_r 1 '' R STUCCO. b si x RATING SHALL BE AS FOLLOWS: —FOR 8'8• WOOD FRAMES — SEE TABLE SHEET 1 —FOR 8'O' WOOD FRAMES — SEE TABLE SHEET 1 6. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE AS PER ASTM —E331. 7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR 'HVHZ'. OUTSWING IMPACT STEEL EDGE DOOR Monson to an ham condiionat, DOOR LEAF CONSTRUCTION: Face sheets: 24 ga. (0.0207 minimum thickness. Galvanized Steel A-525 commercial qua — AKDQ per ASTM 620 with minimum average yield strength Fy=26,240 pal. Core desktn; Expanded polystyrene with 1.0 to 1.25 Ibs. density, by JELO —WEN. panel Construction; Steel face sheets glued to expanded polystyrene (EPS), with steel top and bottom rage and steel stir with a wood lock block reinforcement The hinge stile contains a MDF board for added hinge support Frame Construction (Both Frame Tvoes): The head Jambs and side Jambs are mortised, butted and Joined using (3) 7/8' x 2 whe staples An bumper threshold OUTSWING threshold was uni61)zed at the s61. M optional aluminum ADA threshold is available. • SHT # knalcvrkArem Ia DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES WHERE EWER REQUIREMENT 2 VERTICAL CROSS SECTIONS & BOM 3 HORIZONTAL CROSS SECTIONS 4 ANCHORING LOCATIONS & DETAILS 8'0' (X) t 5 UNIT COMPONENTS .4 3' -1 3/4' 0.n MAIL FRAME WIDTH E DA. MAX PANE. WIDTH v G ida ALL DOOR MODELS ARE 14EWEO OM THE EXTERIOR SIDE * UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG RATIO (OH) OH LENGTH /OH HEIGHT GREATER THAN 1.0 3' -1 3/4' 0.A. FT_ MAX FAME WIDTH MAX PNiE.lL. WIDIS -" v v 3 � 1 tl OA AA `O `S SINGLE OUTSWINC UNIT (z) SCALE: f /z" =f' -0" PRODUCT RENEWED 1540•07148 Madre Florida BRUhet Code gees Ne 110047 Enemies Max 6 Oivisbn Prod •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• •• • • • • •• • • • • • • • • • • • • •• • ••• NIMESH HAVSAR • •FLORIDA M.� i46.•5Bt361 • • • • • ,•� • //J�I•�J� • • • am mimeo MONS. wa. P4 Sit HwM08B aWlI030. n. SZBBB ic `o pN o^ P"\ a M N O z DATE 12/0 7/07 SAS NOTED on. BY: EAG cmm. EmS. SAFFELL DRAMS NO. DC9970 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0041 • • • 0110 • • • WHEW WEER REQUIEM INFB]ROON IS NEEDED WHERE EWER REQUIREMENT INFB.IRAION IS NOT NEEDED 8'0' (X) +61.0psf — 65.Opsf +61.0pef — 65.Opsf * UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG RATIO (OH) OH LENGTH /OH HEIGHT GREATER THAN 1.0 3' -1 3/4' 0.A. FT_ MAX FAME WIDTH MAX PNiE.lL. WIDIS -" v v 3 � 1 tl OA AA `O `S SINGLE OUTSWINC UNIT (z) SCALE: f /z" =f' -0" PRODUCT RENEWED 1540•07148 Madre Florida BRUhet Code gees Ne 110047 Enemies Max 6 Oivisbn Prod •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• •• • • • • •• • • • • • • • • • • • • •• • ••• NIMESH HAVSAR • •FLORIDA M.� i46.•5Bt361 • • • • • ,•� • //J�I•�J� • • • am mimeo MONS. wa. P4 Sit HwM08B aWlI030. n. SZBBB ic `o pN o^ P"\ a M N O z DATE 12/0 7/07 SAS NOTED on. BY: EAG cmm. EmS. SAFFELL DRAMS NO. DC9970 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0041 • • • 0110 • • 9 12 o a tl II o m eo J22 W ZW o_ as g 00 0 N 8 M 0 O 0 0 0 SEE DETAIL A ON SHEET 5 1 3/4 "1-----1 0 0 00 SEE DETAIL A ON SHEET 5 z z 00 CO CO mm tl II W O 11 S 2 iLd 00 00 O2 VERTICAL CROSS SECTION TYP. FOOD FRAME INSTALLATION SCALE: 3" =1.-0" )1� DESCRIPTION 2 3 4 LATCH JAMB (1 1/4" x 4 9/16" PONDEROSA FINGER JOINTED PINE) HINGE JAMB (1 1/4" x 4 9/16" PONEROSA FINGER JOINTED PINE HEAD JAMB (1 1/4" x 4 6/16" PONDERSOA FINGER JOINTED PINE) 4" x 4" BUTT HINGE 1200.(.097" HAGER) MAIER& PINE PINE PINE 5 6 7 9 X 1" PFH WOOD SCREW (HINGE TO DOOR) x 3/4" PFH WOOD SCREW (HINGE TO DOOR STEEL STEFI STEEL 8 PFH WOOD SCREW WITH 1.15 MIN. EMB. INTO SUB -BUCK #10 x 2" PFH WOOD SCREW STEEL 8 3/16" TAPCON (MIN. EMBEDMENT 1 1/4" INTO MASONRY) ADA EXT. ALUMINUM THRESHOLD (MODEL 6063 -15) STEEL 9 10 STEEL ALUM. 11 NOT USED 12 OUTSWING BUMPER THRESHOLD (1.0" x 4.6251 ALUM. 13 14 15 COMPRESSION WEATHERSTRIP SCHLEGEL Q -LON QDS 650 #12 x 3" PFH WOOD SCREW 09 x 1" PFH WOOD SCREW FOAM STEEL 18 17 FACE SHEET 24GA. (.020" THK. MIN.) GALVANIZED STEEL #8 x 2" PFH WOOD SCREW STEEL STEEL 18 19 20 21 22 23 24 25 TOP RAIL (1.73" x 1.21" x 0.021" THK) BOTTOM RAIL (1.73" x 1.21" x 0.021" THK) SIDE STILES (1.73" x 1.21" x 0.021" THK) STEEL STEEL STEEL WOOD LOCK BLOCK (1.67" x 3.0" x 18.751 STRIKE PLATE MDF BOARD 0.50" x 1.69" DOOR BOTTOM SWEEP WOOD LOCI( BLOCK 26 27 28 29 30 31 EXPANDED POLYSTYRENE (1.0 to 1.25 Ib. DENSITY) BY JELD -WEN KWIKSET TITAN SERIES LOCK (#200) OR 0660) YALE HERITAGE SERIES DEADBOLT LATCH SCREWS #8 x 1 1/2" PFH WOOD SCREW NOT USED 2X WOOD BUCK 32 33 1/4" MAX. COMPRESSION SHIM 16 GA. 7/16" CROWN x 2" LONG STAPLES O2 VERTICAL CROSS SECTION TYP. CONCRETE INSTALLATION SCALE 3" STEEL WOOD MDF VINYL WOOD FOAM STEEL WOOD WOOD STEEL VERTICAL CRASS •Sllk''CWOM 7 .— .(i1liOJfA4 CONCRETE•.11VST TIOA•SCALL:' B" iiWy-O" m M 03 N 0 0 NCO z 0 cc •• • • • • • • • • •• • • • •• • • • • • • • • • ••• ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • NIMESH BHAVSAR FLORIDA P.E. NO. 5(5861 .• ••• s•• • • w�! • • • • "1fb•• • • aI ENSIM.ECHN0 10010050, 803. PA Rx 00003. M. 71808 FBPE c"0root. of AMbfmtlm Na 10877 • • • • • • • • • • • • • • • • •• •• u+1E 12/07/07 SCALE: AS NOTED Gwv. er: EAG CHI( SYS. SAFFELL DRAWING NO DC9970. spoor 2 of 5 37 3/4" MAX. FRAME WIDTH 36" MAX PANEL WIDTH e Gam 00 0 e it a\ 0 mat 0 0 i--1 1/4" —1 1/4° MIN. EMB. MESIS3) 0 ,��.; I� 0 m o .�.'I�1i, CIA O SEE DETAIL A _ilsOMEEM ON SHEET 5 1/4° MAX. SHIM SPACE -1[— A HORIZONTAL CROSS SECTION TYP. \111,001) INSTALLATION SCALE. 3" =1. -0" 37 3/4° MAX. FRAME WIDTH 36° MAX PANEL WIDTH EXTERIOR 25/8° MIN. SEE DET.JL A ON SHEET 5 INTERIOR 1 1/4" 1 1/4" MIN. EMB. O3 HORIZONTAL CROSS SECTION 277P CONCRETE INSTALLATION SCALE 3" =1. -0" 1 1/4" 2 5/8° MIN. EMB. MIN. 38' LAX. PANEL 'MOTH A A OD El ICI D® OD 00 ®® 00 10 El El El nn •• ••• • • • MINN MEN EMS MEM MINN PRODUCT RENEWED asco•pg9g with dm Nadia Raiding Code •� Acceptavee Ne Expiration R) N ia Division oio d0 a • • • • •• • • • • • • • •• ••• •• • • • •• HORIZONTAL CROSS SECTIONS a H! n p N O1 m o'- M N 0 Z z 0 N •• • • • • •• • • • • • • • • ••• • • • • • • •• • • • ••• NIMESH BHAVSAR • • • FLORI8Aafl E. iQ-d 8881 • • • • • • •• •�,v[S • • Old ENOUCERING BIIMC•. P.O. Oi¢ BOX MOM • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • •• •• DATE: 12/07/07 MAMAS NOTED MD. BY: FAG aac. •rS. SAFFELL ORAWINO NO.: DC9970 *HEEr 3 of 5 9 1 9 1 9 1 9 1 9 1 9 1 9 1 1 1 8 9/16° SEE DETAIL D 1 SEE DETAIL A _I- 1 1' -0 1/ 1' -0 1/4 1' -0 1/4° 1' -0 1/ 1' -0 1/4 1' -0 1/4° 1' -0 1/4° 5' SEE DETAIL B ALL 000R MODELS ARE VIEWED FROM NE INTERIOR SIDE 1 1 SEE DETAIL D 8 1 2' -2° p 1 ANCHORING LOCATIONS OUTSWING SINGLE UNIT (X) SCALE f /2" DETAIL A SCALE: 3/8" •f' —O" DETAIL B SCALE* 3/8" =1' -0" DETAIL C SCALE: 3" =f-0" DETAIL D SCALE: 3" =1' -0" •• ••• • • • • • • • • • • • • • • • PRODUCT RENEWED as g� the FlarWa N AeapWnee N,O - 0 07 IA I1te A 4iii ./3 maw • • •• • • •• ••• •• • • • •• a 1 1 1 n O 0 O O ' 0 z g ce M N O z •• • • • • •• • • • • • • • • ••• • • • • • •• • • • •• • • • • NIMESH BHAVSAR. • FLORIDA P.E. NO. 56361 ••• ••• a NA PA. Mt OWNS CRAM. FL JAM ME NANO, m DutsAftrAce No. • DATE: 2/07/07 SAS NOTED oWO. BY: EAC MK suc. ayS. SAFFELL DRAWING No: DC9970 SHEET 4 of 5 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• / /� /jj / V / / /. //. 2 3/16" —I 3/4° FI L • : �. NTED PI E SCALE. 6" =f' —O" } --I 9/16° IN 73 COMPRESSION WEATHERSTRIP SCALE. 6" =f' —O" (-17,=\ CVINYL BOTTOM DOOR SWEEP SCALE 6" =f' —O" 4" J I I L N II_1/16" (Min) OBUTT HINGE 4x4z12 CA. SCALE. 6" =f' -0" 00- - 0 O O --{ 1 3/4" 1 1 1/4° i OR TOP RAIL & SIDE STILE 4 1/4° 1 1" SCALE: 6" =f' —O" 1 I— 2 1/4" --I 1 /U tfU OADA ALUMINUM THRESHOLD SCALE: 6" •f' —O" 18 3/4° for 8' -0" DOOR 11 3/4° FOR 6' -8° DOOR 4° 1 3/4° 1 J IJ L 1 3/16° %9 BOTTOM RAIL SCALE 6" =f' —O" DIA. VARIES WITH HARDWARE USED G. . 3" SCALE. 3" =f' —O" 1 3/16° 1 23/32° %z OUTSWINC THRESHOLD SCALE. 6" =f' -0" 1 3/16" —r 1 1/8" PRODUCT RENEWED a$ anolaYbIg BiddingMt6 the pI Cody A«Mina Noe _pZp11,6 Date LeBi 3/16° C —SINK. —...; BY �M I • ••• •• DETAIL A • SCAT: i i 44'400" ••• • • • • • • • • •• • • • •• D T 25N n. R COMPONENT 8 Im 1 z 0 VI 0 r-. m O N cp`o N D 0 z •• • • • • •• • • • • • • • • • •• • • • • •• • • • ••• 1 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • •NIMdESH BHA' 55dR . FLORIDA P.E. NO. 58861. • ••• ••• • • • • J " :. ow mamma a:Aim cm P.O. BOX MOON MOM% FL Mesa (area obff h81121W9x X. M037 ••• • • • • • • • • • • • • • •• •• ••• • • DME 2/07/07 seALEe AS NOTED OM. Ui: EAG OCK. er.S. SAFFELL oiuwnx+ N04 DC9970 %daft 5 of 5