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WS-07-950Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/27/2007 Inspector: Grande, Claudio Owner: PERZ, JOSEPH Job Address: 474 94 Street NE Miami Shores Village, FL Project: <NONE> Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060140310 Block: Lot: Contractor: INSTALLATION PROFFESIONAL OF S. FL. Phone: (305)559 -9600 Building Department Comments WINDOW AND DOOR REPLACEMENT Passed Failed 3UN 2 8 A1rr Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ,94A,e c*A.A4 he° at-t-I IA/ado/I, bif43- 611.17 ‘26-044/ Tuesday, June 26, 2007 Page 1 of 2 ERROR: syntaxerror OFFENDING COMMAND: fl @ , 2 4 , @ 4 > !4 , '@J !4) ( / 9 9 I F F I STACK: 93 600 3 *7. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1644 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): y MAY 0 9 2001 LJ Y: 1*-&/-6 Permit No. pixy) Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) pS 9�. Phone # 805. 15(0 • '71g c Owner's Address `i'7')- t\10Y441 P QS' q 4- S-hrep •�' City M t At4 '' i f2.E State V. L. Zip 3813? Tenant/Lessee Name Phone # Job Address (where the work is being done) i4-14. aA✓ Q '( `t' 31'ra + City Miami Shores Village County Miami -Dade Zip 8313? FOLIO / PARCEL # M 32OtDD 1403 I D Is Building Historically Designated YES NO Contractor's Company Name ISr A I 1 Ipa rPROF OF S . FL.. Phone # 505 -55 q - 9 (pb Contractor's Address o'1(p 08' 140 7Q. t II City l44 !A M1 State FL Zip 36122 Qualifier Name I n d yo a osrA Phone # State Certificate or Re ' tration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 41 000" Square / Linear Footage Of Work: Type of Work: ,'Addition Describe Work: 'Alteration 'New Repair/Replace 0 Demolition ****,r*** * * * * *** * ** ** *sr ***, *** * *g * ***Fees******************************************** Submittal Fee $ Notary $ Scanning $ q "0 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ /OS • ek if 15 Structural Review. $ Total Fee Now Due $ See Reverse isiii 8 PAIL Permit Fee $ Training/Education Fee $ 0 Z5Z J CCF $ 49 • 40 CO /CC Technology Fee $ 013 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction, lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Commission Expires: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: If/ Plans Examiner Engineer Zoning (Revised 02/08/06) NOTICE OF COMMENCEMENT 11 1111 �� 11�� i�� t�� !`� A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. 11320(00 ( 103I° 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. CFN 2007R0348243 OR Bk 25511 Ps 1255; t1P9) RECORDED 04/06/2007 09 :21 :27 HARVEY R:UVINr CLERK OF COURT MIAMI -GAGE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: 14114 k). OA- -a 4 `/2 1o+ y 76t11.... gmc S,Z0 2. Description of improvement: WIrldOu. f 6cettr 3. Owner(s) name and address:36W,13)r -. *-9GY- 1-4-1 t-( I.I . Ft.. Lt %-1'vorr- FL 33 38 Interest in property: 0 u3r u .Y/ .e ciervs , Q \ t Name and address of fee simple titleholder: \ 4. Contractor's name and address`I. fer so oh lea Ilb Obi •• 2 P OS W.W. 12 CkA.JtQ,. 1-�Ii c�m� L 33%22— 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ \\ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, 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 different date is specified) Signatu e of Own= Print Owner's Name f)f p Sworn to and subscribed before me this") 3 day of �Gwt1N , Notary Public Vt9 J Print Notary's Name it9+i6t.f. 4( My commission expires: 123.01 -52 PAGE 4 5/08 4 IvorJ Bamberger y fF Prepared by Y\ara eCAhN O Address: 91 08 i,_43 . TL C AL omm,. ion 10.3655T- 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 broch ITT livered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of comet- ent 'st be . osted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. 4 absJ, of suc posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �i� J� er or A Signature ontractor as acknowledged before me this 001 by The foregoing instrument was acknowledged before me this The foregoing instrum day of a 3 , 20 6-1 , by (\t"\ C' r (Jn , day of A. who is personally known to me or who has produced who is personall As identification and who did take an oath. NOTARY PUBL Sign: Print: W - Po a� Notary Public State of Fluidal Ivor J Bamberger Ex My Commission Expires: Tres 0310812011 • ,•• ,... ...I_ m. No Public tate of Florida VidNideteAilltlitke an oath. My Commission 00651633 Expires 03/15/2011 ARY PUBLI Sign: Print. $J �' 1 d My Commission Expires: G (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * *** * * ** * * * * ** ** * * * * ** * * * ** APPLICATION APPROVED BY: Chc 10/14/03 Plans Examiner Engineer Zoning MAY 09 NV k4b(.0 BY: ------------- PERMIT #: APPROVED DATE ZONING DEPT BLDG DEPT SUBJECT TO COM PLIANC 1 ALL FSDE AL STATE AND COUNTY RULES AND REOULATIM!S FRONT FAMILY ROOM BEDROOM 1 TYPE: Aluminum Impact Sliding Patio Door SIZE: 108" x 80" NOA: 06- 0523.03 TYPE: Aluminum Impact Sliding Patio Door SIZE: 72" x 80" NOA: 06- 0523.03 BACK GARAGE GARAGE TYPE: Aluminum Impact Horizontal Window SIZE: 53 1/8" x 38 3/8" TYPE: Aluminum Impact Horizontal Window SIZE: 53 1/8" x 38 3/8" NOA: NOA: 06-0405.06 08- 0405.06 GARAGE TYPE: Aluminum Impact Horizontal Window SIZE: 53 1/8" x 38 3/8" NOA: 06- 0405.06 M1AMa COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www•bulldinecodeonline.com PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series HR -710 Aluminum Horizontal Roller Window -LMI APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 7 of 7, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. fS.61 NOA No 06-0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 7 of 7, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per I4BC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858 and FTL -4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. 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 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (1 BC) Jaime D. Gascon, Chief, Product Control Division NOA No 06 -0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 E -1 GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 5116" LAMI CONSISTING OF (2) UTES OF 1 /8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) UTES OF 3116° 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 3116" ANNEALED (MIN.) GLASS, 5/16° OR 318" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 118" 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, 5/16° OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1 /8° ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAM! 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) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16° OR 1/4" AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) UTE OF 118" OR 3/16° ANNEALED (MIN.) GLASS. 3/16" OR 1k "-.IR SPACE AND 716° LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L.13116' 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: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASkZT. 7. REFERENCES: TEST REPORTS FTL -4858 AND FTL -4859. ELCO TEXTRON NOA 04- 0721.01, 03- 0225.05 ANSI /AF &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 SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS UST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 Appmaias easaptpist wWp1h Re yr 9y: Read 9y' F.K. Reuse! e F.K. Dram By F.K. Date' Ra 70/17/06 Dale 3/06 B RaYh(0.ns A CHANGE TO ASTM E 1300 -02 ADD AIR SPACE BIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. 2/28/06 Checked 9 J.J. Der"; 3/23106 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 GENERAL NOTES r� .. .- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Viarbly Better sB1e°dao"` " aasne+m HR710 NTS 1 ' 11 4127 -10 $ Robert L. Clark. P.E. PE #39712 Structural 1/2" NOM. GLASS BITE j (60,61,6} 1/2" NOM. GLASS BITE 63,64,65 1/8° ANNEALED OR HEAT STRENGTHENED GLASS �-- .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/2° NOM. GLASS BITE aEXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 118° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118° ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 5/16" OR 3/8° AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13116" LAMI IG GLASS W/ 5116" LAMI 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 3/16° OR 1/4° AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI Ro 8r Deter Rev"dsr F.K. Date: 10(17/06 Revak.: 8 NO CHANGE THIS SHEET RevazJBr F.K. 0 5/13/06 Rte: ADD AIR SPACE DIM. TO LAMI IG DETAILS Oman Br F.KC Date: 2/28/06 Checked 8y. J.J. 3/23 /06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS. FL 34274 Visibly Better _1 I GLAZING DETAILS Tel ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sareaena°ner HRTIO Full m 11 aew;y 4127 -10 //: Robert L. Clark. P.E. PE 839712 Structural (XOX 1/4,1/2,1/4) DESIGN PRESSURES TABLE 1. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 318" 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 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 106 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 +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 +59.1 -59.1 +56.0 -56.0 +60.0 -60.0 +55.5 -55.5 +52.1 108" A,B,G,H +60.0 -60.0 111" UP TO 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 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.0 -55.0 +51.7 -52.1 -51.7 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +54.0 -54.0 +50.9 -50.9 C, I +60.0 -60.0 UP TO 111" D,E,F,J,K,L +75.0 -75.0 (XOX 113,113,113) DESIGN PRESSURES WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" TABLE 2. WINDOW WIDTH GLASS TYPE 63" 60" A,B,G,H +75.0 WINDOW HEIGHT +75.0 -75.00 +75.0 -75.00 26" 1 36" 1 38 3/8" j 48" 1 50 5/8" f 54" 1 60" - 63" TO 86 7/16" A, B, C,G, H, I -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +60.0 -60.0 TO 86 7/16" D,E,F,J,K,L +75.0 -75.00 66" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 - +75.0 -75.0 (0 AND X O) DESIGN PRESSURES TABLE 3. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 6/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 66" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.0 -70.00 C, I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 72" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +70.1 -70.10 +65.0 -65.00 C,1 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +72.1 -72.10 74" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +68.6 -68.60 +63.5 -63.50 C,I +75.0 -75.00 +75.0 - 75.00 , +75.0 -75.00 +75.0 -75.00 _+75.0 -75.00 +75.0 - 75.00 , +74.7 -74.70 +70.8 -70.80 UP TO 74" D,E,F,J,K, L +75.0 -75.00 GLASS TYPES: TEST REPORT FTt. -4858 (XOX), FTL -4859 (OX & XO) A. 5/16" LAM( - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI- (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI- (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) H. 13/16" LAME IG -118" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,118 "HS) 1. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) J. 13/16" LAMI 10-1/8" OR 3116 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116 "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 I0-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAM! - (3/16 "HS, .090, 3/16"HS) "am: Revision. RevadBy: F.K. Dale 10/17/06 Re,Clm+9 8 REVISE DP TABLES TO ASTM E 1300 -02 Rem! 8r F.K. 5/13/06 Rodeo" A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. aamaer oars: F,K. 2128/06 Checked Br Or*, J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PO. BOX 1529 NOKOMIS. FL 34274 Visib /y Bertrr DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SaawN.a" HR710 xao: NTS 11 4127 -10 7.0 Robert L. Clark, P E PE #39712 Structural 4b 25 1/8° MAX. DLO VENT 49 3/4° MAX DLO FIXED 111° MAX WIDTH DETAIL B - XOX (1/4-1/2 -114} 339116° MAX. 33 9/16" MAX DLO FIXED C-1 DLO VENT 57 3/8" MAX DLO ALL FIXED LITES 56" MAX 63" DLO ALL MAX. VENTS HEIGHT ALL CONFIG. C 74° MAX. WIDTI I DETAIL A - OX OR XO 25 1/8" MAX. DLO VENT 25 1/8° MAX. DLO -- FIXED 86 7116" MAX WIDTH DETAIL C - XOX (1/3- 113 -113) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS Rersd By. Re.xlST F.K. Reratl By. F.K. 10/17/06 Dare 5/13/06 Re 8 NO CHANGE THIS SHEET ReNSnme: A NO CHANGE THIS SHEET Dram By F.K. Date 2/28/06 Chad./ Or J.J. Dee 3,23106 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0, BOX 1529 NOKOMIS, FL 34274 PG� Visibly Better ELEVATIONS rue: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ser:°ea HR710 NTS M 11 DrmWg(b. 4127 -10 8 p Robert L. Clads, P 0. PE #39712 Structural INTERIOR .:jw iu I-o- -- MAX. FIXED DLO --•-I MAX. WIDTH m SECTION B-B (HORIZONTAL SECTION - XOX) MAX. HEIGHT EXTERIOR 39 OPTIONAL. SECTION C-C (VERTICAL SECTION) INTERIOR INTERIOR I—•— MAX. FIXED DLO EXTERIOR MAX. VENT DLO —� SECTION A -A (HORIZONTAL SECTION OX) SEALANT OR GASKET AT HEAD AND SILL VIEW D -D (FRAME CORNER CONSTRUCTION) caUSPOIS ltYlM Oita b'effin !AA( Revedrr Data: Rertaiaq ae,od By F.K. bate: 10 /17/08 Rertsixat 6 NO CHANGE THIS SHEET Peva tRy: F.K. Date 5/13/06 ReMSkms: A NO CHANGE THIS SHEET F.K. 2128/06 taaa kedBy'' J.J. Dam: 3/23106 1070 TECHNOLOGY ORIVE NOIU)MIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 113c;_lr Visibly Better Orsabr SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT swlesMader HR710 Half a 11 aaatsa Ra 4127 -10 Rau B Robert L Clark, P.E. PE #33712 Structural ITEM 1 2 DWG 4102 4025 3 4 4053 6 4136 7 4137 8 4131 10 71298 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 38 39 40 50 51 52 53 54 1626 4002 4134 I155 4110 4054 4066 4105 1683 225 -1 226 4128 4006 1235 1096 1016 4126 1683 7070 1224 1225 4039 4044 55 4222 985 4067 GLASS IT 56 59 60 61 62 63 64 65 66 67 REV DESCRIPTION A FLANGE FRAME LEAD SASH STOP (STD.) (ANTI LIFT CLIP) #8 X 3/4 PH. PAN HEAD SASH STOP COVER (SASH STOP) FLANGE FRAME SILL SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER MAT'L PGT# 6063 -T6 AL 612237 6063 -T5 AL 612244 7834AA 6063 -T5 AL 6063 -T6 AL 64136 6063 -T6 AL 64137 6063 -T6 AL 64131 POLYPROP. 71298 A ADHESIVE OPEN CFJ J. FOAM PAD FLANGE FRAME JAMB GASKET FOR MAIN FRAME SILL JOINT 8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR FIXED MEEI'INGRAIL WSTP.,.187 X .230, FIN SEAL SASH TOP & BOTTOM RAIL W STP.,.250 X .270 BACK, FIN SEAL ROLLER HOUSING& GUIDE BRASS ROLLER WHEELS HORIZONTAL ROLLER SASH TOP GUIDE SASH MEETINGRAIL WSTP.,.170 X .270 BACK, FIN SEAL SWEEP LATCH 8X.625 PH. FL.SMS SASH SIDE RAIL W STP.,250 X .270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X 275 LIFT RAIL COVER CAP GAZING SILICONE, DOW 899, 995 OR EQUIVALENT VINYL GLAZING BEAD BULB (HICK) VINYL GLAZING BEAD BULB (THIN) GLAZINGBEAD - 5/16" B GLAZING BEAD - 5/16" W /GRILL KIT G B D B 7PAD1626 6063 -T6 AL 612225 74134W/K 6063 -T5 AL 781 PQA 64110G 6063HD -T6 AL 64054A 64066G 6063 -T5 AL 612240 616830 42112HD BRASS 7BRWH12 POLYPROP. 44I28N 606:3HS -T6 AL 64006 675160 DIE -CAST 71096 7858 6063-T5 AL 64126 6I683G 67070K 74078 "C' L OR R 6TP247W,K 6TP248K 6063-T5 AL 64039B 6063-T5 AL 644703 A GAZING BEAD - 7/16" C GAZING BEAD- 7/16" W /G.1LLKIT (LAZINGBEAD- 13/16" 6063 -T5 AL 64222 6063 -T5 AL 6985 6063 -T5 AL 64067 If 5/16" LAMI (1/8" A, .090 PVB, 1 /8" A) 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" LAMI (1 /8" HS, .090PVB, 1/8" HS) 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAMI (3/16" HS, .090 PVB, 3/16" 1-IS) 4. Revsd gr Revs,: ay F.K. Revsd ar F.K. Avon Or F.K Dew 13/16" LAMI [G•1 /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "A) " 13/16" LAMI [G- 1 /8"A, 3/8" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, I /8 "HS) ITEM DWG# RINI DESCRIPTION 1 MAIL 1 PGT# 68 CLASS, 13/16" LAM! [G- 1 /8 "A, 3/8" AIR SPACE, 5/16" IAMI (118 "HS, .090 PVB, 118 "HS) 69 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LA MI (1/8 "A, .090 PVB, 1/8 "A) 70 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1 /8 "HS) 71 13/16" LAMI 1G- 3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (I/8" HS, .090 PVB, 1 /8 "HS) 72 " 13/16" LAMI IG•I /8 "A, 1/4" AIR SPACE, 7116" IAMI (3/16 "A, .090 PVB, 3/16 "A) 73 " 13/16" LAMI IG- 1/8 "A, 114" AIR SPACE. 7/16" IAMI (3/16 "A, .090 PVB, 3 /16 "HS) 74 13/16" LAMI 1G-1/8"A, 1/4" AIR SPACE, 7/16" IAMI (3 /16 "HS, .090PVB, 3 /16 "HS) 75 " 13/16" LAMI IG•3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 76 " 13/16" LAMI IG- 3/16 "A, 3/16" AIRSPACE, 7/16" LAMI (3116 "A, .090 PVB, 3116 "HS) 77 " 13/16" LAMI IG- 3116 "A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3/16 "HS) 90 1014 SCREEN FRAME (HOR. & VER.) 3105 -HI4 AL 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 96 SCREEN CLOTH baa 10/17/06 Revisions: 8 NO CHANGE 77.116 SHEET bele: 5/13/06 Revia A ADD SPACE DIMENSIONS ITEMS 66 THRU 77. bale: 2/28106 cnectreday. J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly ester OascrIptam PARTS LIST tie, ALUM. HORIZONTAL ROLLER WINDOW, IMPACT smFareav HR710 NTS 6 a 11 Craving tia 4127 -10 B /7/ /10 1" Robert L. iark,P.E. PE #39712 Structure! .062 1.373 73 1 2.710 1 FLANGE FRAME HEAD 414102A, 6063 -T6 ---II --062 490 k- 1.451 --1 C SASH STOP #4025, 6063 -T5 21 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 .050 1.096 1 - - i j 54 GLAZING BEAD, 5116" #40446,6063 -T5 (USED W/ GRILL KIT) .678 T- 1.122 0 FLANGE FRAME SILL J #4136, 8063 -T6 .437 a HORIZ. ROLLER TRACK #4131, 6063-T6 2.79 .06 -I 1.081 If 32 SASH MTG. RAIL #4006D, 6063H8 -T6 1.187 .678 1.096 I 55 GLAZING BEAD 7/16" #4222A, 6063-T5 2.326 .062 1.513 -41 1 .040 .738 I-1.443-4-1 SASH STOP COVER 3.490 Q #4053, 6063 -75 0 FRAME SILL ADAPTER #4137, 6063-T6 17 FIXED MEETING RAIL #4054B, 6063HD -T6 - 1.291.4 37 SASH SIDE RAIL #4126, 6063-T5 9 ..678 1.115 1 1 f �:� 0 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED WI GRILL KIT) I+ -2.784 1.363 f 13 FLANGE FRAME JAMB #4002A, 6063-T6 .062 .678 1.096 1 17 53 GLAZING BEAD, 5/16" #40396,6063 -T5 .683 .050 -1 .1.097 59 GLAZING BEAD, 13/16" #4067, 6063 -T5 Ras, By Rev.'sy. FK. ReaE,9y F.K. F.K. Dew R Dale: 10/17/06 8 NO CHANGE THIS SHEE 13/06 Rafe: 2128/06 A Cnm;kea By J.J. I/O CHANGE THIS SHEET Data 3/23/06 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better EXTRUSIONS Tigre ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Half 7 « 11 4127 -10 Robert L. Clerk, P.E. PE 1139712 Structural ANCHOR QUANTITIES, XOX (1/4- 112 -114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: /, 1 - 1/4" ELCO TAPCONS 2 - 1 /4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090. 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3116" 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 10 - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAMI IG - 1/8° OR 3/16° A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (118" A,.090, 1/8" HS) I. 13/16" LAMI 10 - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16' LAIVII 1G - 1/8" OR 3/16° A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16' LAMI IG -118° OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3!76" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A, DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10112' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25314" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221!2" MAX. O.C. TABLE KEY: X O X GLASS TYPE ANCHOR TYPE & SUBSTRATE A,B,C,G,H,I D,E,F,J,K,L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W y H HEAD & SILL to m HEAD & SILL in &I ¢� HEAD & SILL rn HEAD & SILL y %g d, HEAD & SILL co °g° ' HEAD & SILL in m 53.125 x 38 375 48 000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2+1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2+1+C2+1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3. 1 +C2+1 +C2 +1 U 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 13 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +G2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1+C2+1+C2+1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +62 +1 +C2 +1 3 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 3 1 +G2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1+C2+1+C2+1 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +2+02 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +03 +1 3 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2+C2+1 2 1 +C2 +2 +C2 +1 2 1 +C2+2 +C2+1 2 ,A 1+03+4 +C3 +1€ 3 +- ANCHOR QUANTITY PER JAMB 1 +C2 +2 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2+2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2+2+C2 +1 3 HEAD AND SILL ANCHOR QUANTITY. 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +02+2+02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C'2. +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +(;2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3+1 3 1 +C2 +2 +02 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3+1 3 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +02+1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +(2 +1 3 1 +C2+2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +02+2+02 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +02 +2 +02 +1 1 +C2 +2 +C2 +1 3 3 1 +C2 +2 +C2 +1 1 +C2+2+C2 +1 3 3 1 +C2 +2 +C2 +1 1 +(2+2 +02 +1 3 3 1 +C2+2+C2 +1 1 +03+2+03 +1 3 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 3 1 +C3+2+C3 +1 1+C 3+2+C3+1 3 3 I 125 314° max --.•1 H.--3" MIN. Approved atiftingwithal Florida " "' WA. l:4t41,9 !' . ;. ...f , - --. 9" REF. X 1 1 lit O _.-----i_-----.-.. -1 - X _.... -`-- 1 +02 +2 +C2 +1 3 1 +02+2 +02 +1 3 1 +03 +2 +C3 +1 3 1 +C3 +2 +C3 +1 3 1 +02 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 106.375x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +02 +3 +02 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3+02 +1 2 1 +C2 +3 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +C3+3+C3 +1 3 1 +C3 +3+C3 +1 3 1 +C2 +3+02 +1 3 1 +C3+4 +C3 +1 3 MTG. RAIL, TYP. 611 W/ QTY. OF (3) ANCHORS 1 +C2 +3 +C2 +1 3 1 +C2 +2+C2 +1 3 1 +03+3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +02+3 +02 +1 3 1 +C3+4 +C3 +1 3 EXAMPLE CLUSTER 1 +C3+3 +C3+1 3 1 +02 +2 +02 +1 3 1 +03 +3 +03+1 3 1 +03+3 +03 +1 3 1 +C2 +3+02 +1 3 1 +04+4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE) MAX. 1 +03+3 +03 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +04 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +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 3 1 +0.3+3+03 +1 3 1 +04 +4 +04 +1 3 25 3/4" 111.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +3 +C2 +1 2 1 +02 +2 +C2 +1 2 1 +C2+3 +C2 +1 2 1 +C2 +3+C2+1 2 1+02 +3+02 +1 2 1 +C2 +4 +C2 +1 2 �}I 1 1/2" TYP. I-.-3" MIN. 1 +C2 +3 +C2 +1 3 1 +02+2 +C2 +1 3 1 +C3+3 +C3 +1 3 1+C,3+3+03+1 3 1+02 +3+02 +1 3 1 +C3 +4+03+1 3 !� / j 7,y /� °tart L. Clark, P.E. PE #39712 Structural 9" REF. X I 1 1 1 1 flat O t X a 1 +02 +3+02 +1 3 1 +02+2 +C2 +1 3 1 +03 +3 +03 +1 3 1 +03 +3+03+1 3 1 +C2 +3+02 +1 3 1 +03 +4 +03+1 3 1 +C3 +3+C3 +1 3 1 +C2 +2+C2 +1 3 1 +03+3 +C3 +1 3 1 +03+3+03 +1 3 1 +C2 +3+02 +1 3 1 +04 +4 +04 +1 3 �� MTG. RAIL, TYP.- _._.- -- --- -`"- -- ''l- �' " - -. __ ,---- 1 +03+3 +C3 +1 3 1 +02+2 +C2 +1 3 1 +C4 +3 +04 +1 3 1 +C4 +3+C4 +1 3 1 +C2 +3+02 +1 3 1 +C4 +4 +C4 +1 3 As 1 +03+3+03 +1 3 1 +02 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +04 +1 3 1 +03 +3 +03 +1 3 1 +05+4 +05 +1 3 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Revsaex a °.,s� nom,,: ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) Rewasy: F.K. Dem.. 10/17/06 Revaber 8 REVISE ANCHORAGE FORMAT. HEAD & SILL CLUSTERS 1070 TECHNOLOGY 0RVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 ra, ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Renesg F.K. a„"; 5/13/06 Rg,a: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Visib Better s"ri�au,dot HR7I0 seine sue: a "'wg ro°. R°" °whey. F.K. ° 2/28106 Checked By. J.J. Date: Y I 3/23/06 NTS 8 a 11 4127 -10 B ANCHOR QUANTITIES, XOX (1/3- 1/3 -1/3) WINDOWS TABLE 6 NOTES: pp 1. ANCHOR TYPES: (_1 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO 5S4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5118" LAMI - (1/8' HS,.090, 1/8" HS) E. 7/16' LAMI - (3/16" A,.090, 3" A) E. 7/16" LAMI - (3/16" A,.090, 31/1616° 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" SPACE, 5/16" LAMI - (1/8" A,.090, 118" A) H. 13/16" LAMI 10 - 118° OR 3/16° A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8"A,.090, 1 /8' HS) I. 13/16" LAMI 10 - 1/8" OR 3/16' A, 5/16" OR 3/8° SPACE, 5/16' LAMI - (1/8" H5,.090, 1/8" HS) J. 13/16" LAMI 10 - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116" A,.090, 3/16' A) K. 13/16" LAMI IG - 1/8" OR 3116° A, 3/16° OR 114° SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI 10 - 1/8" OR 3/16° A, 3/16° OR 1/4" SPACE, 7/16" LAMI - (3116" HS,.090, 3/16' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING As, DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 112" MAX ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX, FROM CORNERS AND 22 1/2" MAX. 0.0. TABLE KEY: X O X GLASS TYPE A,B,G,H i C,D,E,F,I,J,K, L ANCHOR TYPE & SUBSTRATE 2,3. WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL g HEAD & SILL g HEAD & SILL to g HEAD & SILL to g HEAD & SILL to ¢ to HEAD & SILL co g -, 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1*C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+ I +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +62+1 3 1 +C2 +1+02 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +02+1 +62 +1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02+1 2 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1+02 +1 31 1 +62 +1 +62 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +62 +1+62 +1 3 1 +C2 +1 +C2 +1 3 1 +62 +1 +62 +1 3 1 +C2 +1 +C2 +1 3 1 +62 +1 +02 +1 3 1+C2 +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 +62 +1 3 1 +62 +1 +62 +1 3 1 +62 +1 +62 +1 3 1 +C3 +1 +C3+1 3 1 +62 +1 +62 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +62 +1 +62 +1 3 14-02 +1 +C2 +1 3 1+C3 +1 +C3+1 3 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +62 +1 +62 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+02 +1 +02 +1 2 1 +02 +1 +62 +1 2 1 +62 +1 +62 +1 2 1 +C2 +1 +C2+1 3 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 +62 +1 +62 +1 3 1 +62 +1 +02+1 3 1 +C2 +1 +62+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1' 3 1 +C2 +1 +C2 +1 3 1+C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 ® 11+03+1 +C3 +11 3 ANCHOR QUANTITY PER JAMB 1 +C2 +1 +C2 +1 3 1 +02+1 +62 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 A CLUSTER OF ANCHORS CENTERED 66.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +G2 +1 2 1 +02+1+02 +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 (3) 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.C. ANCHOR SPACING) 1+02 +1+02 +1 3 1 +62 +1+62 +1 3 1 +02 +1 +62+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +62 +1 3 1 +C2 +1 +62+1 3 1 +C2 +1 +C2 +1 3 1 +62 +1 +62 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +62 +1 3 1 +62+1 +62 +1 3 1 +C2 +1+C2 +1 3 1 +02 +1 +62 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +62 +1 3 1 +02 +1 +62 +1 3 1 +63 +1 +63 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +62 +1 3 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03 +1 3 1+02 +1 +62+1 3 1+02 +1 +02 +1 3 1 +03 +1 +03+1 3 1 +63+1 +63+1 3 1 +02 +1 +62 +1 3 1 +63 +1 +63 +1 3 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 +62+1 2 1 +02 +1 +62 +1 2 1 +C2 +1+C2 +1 2 1 +62 +1 +62 +1 2 1 +C2 +1 +C2 +1 2 1 +62 +1 +02 +1 2 >1 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +62 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 25 3/4" MAX. -0-I I- -3" MIN. Approval ` "' ' k' " _% lroarir.+ +L'� ' j �" .'• r r' �_ �/ `�'" /ti- t Robert L Clark, P.E. PE #39712 Structural 1 +62 +1 +62 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +62 +1 +62 +1 3 1 +63 +1 +63 +1 3 9" REF. f 1 1 X 1 1 18I 0 - _. 1 X 1 +02 +1 +62 +1 3 1 +62 +1 +02 +1 3 1+62 +1 +C2 +1 3 1+02 +1 +62 +1 3 1 +62 +1 +02+1 3 1 +03 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +62 +1 +C2 +1 3 1 +C3 +1 +03+1 3 1 +03+1 +63 +1 3 1 +02 +1 +62 +1 3 1 +63 +1 +63 +1 3 \ �`� 1 +C2 +1 +02+1 3 1 +62 +1 +02 +1 3 1 +C3 +1 +C3 +1 3 1+03 +1 +03+1 3 1 +62 +1 +C2 +1 3 1 +03+1 +63+1 3 1 WI QTY. OF (3) ANCHORS 84.000 x 38.375 48.000 50.625 54.000 60.000 83.000 1 +C2 +1 +C2 +1 2 1 +G2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+62 +1 +02 +1 2 1 +G2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 MTG. RAIL, TYP•- EXAMPLE CLUSTER 1 +02 +1 +62 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C3 +1 +63+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 +C2 +1 +C2 +1 3 1 +C3 +1 +03+1 3 (SHOWN IN TABLE KEY MAX ABOVE) 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +63 +1 +C3 +1 3 1 +C3 +1 +03+1 3 1 +C2 +1+62 +1 3 1 +63 +1 +G3 +1 3 1 +C2 +1 +C2 +1 3 1 +62 +1+62 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +C3 +1 3 .! 25 3/4" 1 +C3 +1 +C3 +1 3 1+02 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +03 +1 +03+1 3 1+03 +1 +C3 +1 3 1 +04 +1 +04 +1 3 1112 "TYP. I F-3" MIN 86.437 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 +G2 +1 2 1 +C2 +1 +62 +1 2 1 +62 +1+02 +1 2 1 +C2 +1 +C2 +1 2 1+02411+02+1 2 1 +62 +1 +02 +1 2 1 +C2 +1 +02 +1,3 1+02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +C3 +1 3 9 "REF. Ix 1+C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C3 +1 +C3 +1 3 T-- `''' ---_ MTG. RAIL, TYP,- 1 +62 +1 +62 +1 3 1 +02+1+02 +1 3 1 +C3+1 +C3 +1 3 1 +63 +1 +03+1 3 1 +02 +1 +02 +1 3 1 +63+1 +03 +1 3 `JJ & 1 +02 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +63 +1 +03+1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +03 +1 3 1 +63+1 +63 +1 3 1 +63 +1 +03 +1 3 1 +02 +1 +02 +1 3 1 +C3 +1 +C3 +1 3.1 +C3 +1 +03+1 3 1 +03+1 +03 +1 3 1 +04 +1 +04 +1 3 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Rerad By.• Dade nev:UOre: rECHNOLOQY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, GL 34274 ,,, ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) naiad Et)` F,K Crate. 10/17/06 Re"v"aa 8 1070 REVISE ANCHORAGE FORMAT, HEAD & S1LL CLUSTERS rm.: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT R°"s(1 F.K. °a`a 5/13/06 R "w"° A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Dm Mr By F.K. °are: 2/28/06 Checked ey. J.J. Dare: 3/23/06 I Visibly Better �` °i0' HR710 NTS 9 m 11 flardnp A° 4127 -10 3 ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 0 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO 584 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8° A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A..090, 1 /8" HS) C. 5/16" LAMI - (118" HS,.090, 1/8" HS) E. 7/16" LAMI - (3/16" A,.090, 3/16" H) E. 7/16" LAMI - (3/18"A,.090, 3/16" HS) F. 7116" LAMI - (3116" HS,.090, 3/16" HS) G. 13/16° LAMI 10 - 1/8" OR 3/16" A, 5/16° OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H.13/16" LAMI IG -1 /8" OR 3/16" A, 5116" OR 3/8" SPACE, 5/16° LAMI - (1/8" A,.090,1/8" HS) I. 13/16" LAMI 10 - 1/8" OR 3/16" A, 5/16" OR 3/8' SPACE, 5/16" LAMI - (1/8° HS „090, 1/8" HS) J. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16' OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16° A) K. 13/16' LAMI IG - 1/8" OR 3/16" A, 3/16' OR 1/4" SPACE, 7/16' LAMI - (3/16" A,.090, 3/16" HS) L. 13/18" LAMI 1G -118" OR 3/16' A, 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERUNE. 18 3!4' MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 221/2" MAX. O.G. TABLE KEY: O X GLASS TYPE> ANCHOR TYPE> & SUBSTRATE A,B,G,H C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE v W H O J a J = 6 o1 N 2 Q 0 J a J = to of N op Q _! a = 1n "8 (A m Q J Q J 2 "8 U) m Q J J 6 6 of {p m a a i of m 2 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1+02 +1 2 1 +62 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1+62 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +62 +1 3 1 +G2 +1 3 1 +C2 +1 3 1 +02 +1 3 1+C2+1 3 1 +02+1 3 1 +62 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +62+1 3 1 +62 +1 3 1 +C3 +1 3 1 +02 +1 3 1+02 +1 3 1 +03 +1 3 1 +62+1 3 1+C2 +1 3 1 +C3 +1 3 4$.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +02 +1 2 1 +02+1 2 '1+C2+1 2 1 +C2 +1 2 1 +62 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +62 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +03 +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 1 +62+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1+03+1 3 1 +63+1 3 1+C2 +1 3 1 +03 +1 3 1 +03 +1 3 1 +62 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +62 +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+02+1 2 1 +02 +1 2 1 +C2 +1 2 eQ 24.C3 +2 1 3 -•-- ANCHOR QUANTITY PER JAMB 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 j f HEAD AND SILL ANCHOR QUANTMES 1 +C2 +1 1 +C3 +1 3 3 1 +02 +1 1 +02 +1 3 3 1 +C3 +1 1 +63 +1 3 3 1 +62 +1 1 +63 +1 3 3 1 +C2 +1 1 +C2 +1 3 3 1 +03+1 1 +C3 +1 3 3 A CLUSTER O THE M E CENTERED ON THE MEETINTIN G RAIL 1 +C3+1 3 1 +C2 +1 3 1+C3+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3+1 3 PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 1 +03 +1 3 1 +C3 +1 3 1 +03 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02+1 2 1 +02+1 2 2 +02 +2 2 1 +62 +1 2 1 +C2 +1 2 2 +02+2 2 1 +02 +1 3 1 +62 +1 3 2+63 +2 3 1 +62 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +63+1 3 1 +02+1 3 2 +63 +2 3 1 +63 +1 3 1 +62 +1 3 2 +03 +2 3 "MAX 1 +C3 +1 3 1 +02 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +62 +1 3 2 +63 +2 3 18314 I{ (+-3" MIN. AN"' pl V. mom %- 9rot-f►Z 1,1741 V- -- '`Y -Ir.- -- O 1 +63+1 3 1 +03 +1 3 2 +C4 +21 3 1 +03 +1 3 1 +C3 +1 3 2 +C4 +2 3 6 REF. J 0 1 +C3 +1 3 1 +C3 +1 3 2 +04 +2 3 1 +03 +1 3 1 +03 +1 3 2 +64 +2 3 X 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 2 1 +02 +1 2 2 +C2 +2 2- 2 +62 +2 2 1 +62+1 2 2 +62 +2 2 f MTG. EXAMPLE CLUSTER `.. - A QTY. OF (3) ANCHORS 2+C2 +2 3 1 +C2 +1 3 2 +03 +2 3 2 +62 +2 3 1 +C2 +1 3 2 +63 +2 3 RAIL WI 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +C3+2 3 1+C2 +1 3 2 +63 +2 3 2 +C3 +2 3 1 +C2 +1 3 2 +03 +2 3 2 +63+2 3 1 +C2 +1 3 2+C3+2 3 (SHOWN IN TABLE KEY ABOVE) 2 +C3+2 3 1 +63 +1 3 2 +64 +2 3 2 +63 +2 3 1 +03 +1 3 2 +64 +2 3 1+C3 +1 3 1+03 +1 3 2 +04 +2 3 2 +03+2 3 1 +C3 +1 3 2 +04 +2 3 j, 18 314' MAX. 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 2 2 +C2 +2 2- 2 +C2 +2 2 2 +62 +2 2 2 +62 +2 2 2+C2 +2 2 12" TYP. i___3. MIN. 2 +03 +2 3 2 +02 +2 3 2 +C3 +2 3 2 +C3+2 3 2 +02 +2 3 2 +C3 +2 3 `�' /7/ %F.K. *bed L Clark. P.E. PE #39712 Structural 9° REF. i .` 2 +03 +2 2 +03 +2 3 3 2 +C2 +2 2 +03+2 3 3 2 +C3 +2 2 +03+2 3 3 2+63t2 2 +63 +2 3 3 2 +C2 +2 2 +03 +2 3 3 2 +C3 +2 2 +03 +2 3 3 O �� . `- 2 +C3 +2 3 1 +C3 +1 3 2 +C4 +2 3 2 +63 +2 3 2 +03 +2 3 2 +C4 +2 3 MTG. RAIL A EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 2 +03 +2 3 1 +03 +1 3 2 +C4 +2 3 2 +C4 +2 4 2 +C3 +2 3 2 +C4 +2 3 Rowe By: We: Revisions: ANCHORAGE SPACING, OX AND x0 WINDOWS >x By: Da rc 10/17/06 asmrons: B 107Q TECHNOLOGY DRIVE REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS NOKOMIS. FL 34275 rte' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rowe( Ely F.K. Ma 5/13/06 A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. P.O BOX 1529 Dimon fir F.K. rare: 2/28/06 CneckeQa7. J.J. Dale: 3/23/06 NOKOMIS. FL 34274 Visibly Better HR710 ' NTS sn.ar 10 a 11 ia°'BNO 4127 -10 �°° B 3KSI CONC. 1x WOOD BUCK (SEE NOTE 3) 3KSI CONC. CONCRETE ANCHOR W/ #12 HEAD SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) DETAIL A DETAIL_C 1 3/81 MIN. A MAX. SHIM 2x WOOD BUCK (SEE NOTE 3) WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8 -10) TYPICAL HEAD SECTIONS C] EXTERIOR INTERIOR E> (HEAD & SILL DETAILS) CONCRETE ANCHOR W/ #12 HEAD (SEE OTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" SHIM MAX • -1 318" MIN. 2x WOOD BUCK (SEE NOTE 3) DETAIL B 1/4" MAX. SHIM MIN. NOTES: 1. FOR CONCRETE APPLICATIONS IN MtAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY EN APPROVED 114° ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 °. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR k. 1/4" SS4 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). 1/4" MAX. SHIM --J 1 318° MIN. L .-2x WOOD BUCK WOOD ANCHOR W/ #12 HEAD J 1!� . ,r ' (SEE NOTE 3) (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) 114" SHIM MAX 1 3/8" MIN. TYPICAL SILL SECTIONS DETAIL D CONCRETE ANCHOR W/ #12 HEAD (SE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) DETAIL .E INTERIOR (BOTH JAMB DETAILS) EXTERIOR 1 1/4" MIN. (1.5KSI CMU) OR 1 3/8" MIN. .• (3KSI CONCRETE) ' A DETAIL F TYPICAL JAMB SECTIONS 1x WOOD BUCK (SEE NOTE 3) tinder.. F.K. Data' 10/77/06 8 REVISE EDGE D1ST. , EMBEDMENT & SHT. REFERENCES load 9y F.K. age 5/13/06 Re A ADD NOTE 5. aaaner. Date. Chaekd ay. F.K. 2/28/06 J.J. /23/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SeivsnAodea HR710 Half 11 11 ammo-kg No 4127 -10 /7 /6 Robert L. Clark. P.E. PE #39712 Structural MIAMIIADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 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 ofRules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AIM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIM may immediately revoke, modify, or suspend the use of such product or aerial 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 attic applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD -730" Aluminum Sliding Glass Doors — L.M.I. APPROVAL DOCUMENT: Drawing No. 4406 -1, titled "Alum. Sliding Glass Door, Impact", sheets 1 through 17 of 17, dated 4/15/05 with revision E dated 4/12/06, prepared by manufacturer, signed and scaled by Lucas Andrew Turner, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for won 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 # 05-0526.05 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. ARCM-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 www.buildingeodeonEne.com NOA No 06- 0523.03 Expiration Date: November 11, 2009 Approval Date: August 3, 2006 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4406 -1, Sheets 1 through 17 of 17, titled "Alum. Sliding Glass Door, Impact", prepared by manufacturer, dated 4/15/05 with revision E dated 4/12/06, signed and sealed by Lucas Andrew Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Nfissile 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 aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4454, dated 01/31/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA # 04.0622.0, 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Nfissile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ¥11.4524, dated 01/3I/05, signed and sealed by Edmundo Largaespada, P.E. (Submit' ted under NOA # 04 -0622. 07) 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 (b) and TAS 202 -94 along with marked up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4159, dated 03/25/04, signed and sealed by Edmund° Largespada, P.E. (Submit' underNOA # 04- 0622.07] Manuel tP E. Product Control E f ; er NOA No 1 .03 Expiration Date: November 11, 2009 Approval Date: August 3, 2006 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4161, dated 03/26/04, signed and sealed by Edmundo Largespada, PE. (Submitted under NOA # 04- 0622.07) 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 an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-4163, dated 03/25104, signed and sealed by Edmundo Largespada, F.E. (Submitted under NOA # 04. 0622.07) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 5/12/06, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E1300 -98/02 2. Anchor Calculations, and structural analysis, dated 05/23/05, and last revised on 07/22/05, prepared, signed and sealed by Lucas A. Turner, P.E., 3. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 06/17/04, signed and sealed by Lucas A. Turner, P.E. (Submitted under NOA # 04- 062107) 4. Revised Anchor Calculations, and structural analysis, prepared by PGT Engineering, dated 10/08 /04, signed and sealed by Lucas A. Turner, P.E. (Submitted under NOA # 04-0622.07) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to E.I. DuPont DeNemours, for "Sentry Glass ® Plus" dated 1/17102, expiring on 1/14/07 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. 3. Notice of Acceptance No. 00-1212.04, issued to E.I. DuPont DeNemours for their "Dupont Butacitc +? PVB ", approved on 02/15 /01 and expiring on 12111/05. F. STATEMENTS 1. Statement letters of conformance and "No financial interest", both dated 05/23/05, signed and sealed by Lucas A. Turner, P.E. G. OTHER 1. Notice of Acceptance No. 05- 0526.05, issued to POT Industries, Inc. for their Seriers "SGD -730 Aluminum Sliding Glass Door, approved on 08/25 /05 and expiring on 11/11/09. Product Control E NOANo I I- K.03 Expiration Date: November 11, 2004 Approval Date: August 3, 2006 E -3 GENERAL NOTES: IMPACT SLIDING GLASS DOOR 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 7116" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORTS FTL -4159 AND FTL -4161. 8.7116" LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH AN 090 SENTRYC,1AS PI I HS (SGP) IH!TE' L YER TEST REPORT FTL - 418;,. C. 7116" LAMS CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. D. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN _090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. E. 1 1116' LAMI I.G. CONSISTING OF (1) UTE OF 3116" TEMPERED GLASS OUTSIDE, 7/16" AIR SPACE AND (1) 7116" LAMI GLASS ASSEMBLY INSIDE. THE 7/16" LAM! COMPONENT IS ITEM C ABOVE. TEST REPORT FTL -4162. F. 1 1/16" LAM! I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 7/16" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE. THE 7/16" LAM! COMPONENT IS ITEM 0 ABOVE. TEST REPORT FTL -4162. G. 9/16" LAW CONSISTING OF (2) LITES OF 114" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -4163. 2. CONFIGURATIONS: SEE DIMENSIONS SHEET 4 AND DIAGRAMS SHEET 5. 3. DESIGN PRESSURES: (SEE TABLES 1 THROUGH 6, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 PSF NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE DETAILS SEE SHEETS 14 THROUGH 17. 5. SHUTTERS ARE NOT REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 7. REFERENCE TEST REPORTS: FTL- 4159, FTL- 4161, FTL- 4162, FTL- 4163, FTL -4171, FTL -4454 AND FTL -4524. 8. SERIES/MODEL DESIGNATION SGD730, 2 -TRACK VERSION ALSO PREVIOUSLY REFERRED TO AS SGD70. NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES3 ELEVATIONS 4 CONFIGURATIONS VERT. SECTIONS HOW. SECTIONS PARTS LIST EXTRUSIONS ANCHORAGE 5 6-8 9-10 11 12 -1: 14 -1i PROOLZT REVISED 85 mtaplrigig with the Florida Betiding Code A 3_'�ldl .03 Ra.sl BT F.K. Data gums Raison, E NO CHANGE THIS SHEET ,me/ F.K. Dale 4/5/03 Rake REVISION ADDS ALT TRACK OPTIONS REVISE N0TES 2. 4. 6.758 Rend 9v F.K 1017,04 Revisal. C ADO GLASS TYPE G. 5a 05— LAM Maas 87 F.K. 6118/04 cae,aeaSY. 2J. Gate 4!15/00 _ 1070 TECHNOLOGY DRIVE NOKOM IS. FL 34275 P.O. EOX 1529 NOKOMIS F1 34274 Visibly Barter GENERAL NOTES AND MAP Tae ALUM. SLIDING GLASS DQOR, IMPACT Sowsafoast SaW ` aeanR Ra SG0730 NTS 1 « 17 4406 -1 .f 71:-11 -1 L .C:.+i A. T'c =.,a PE FE 1.58201 Mechanical 7/16" NOM. 3/16" ANNEALED (OPT. A) OR HEAT STRENGTHENED GLASS (OPT. B) EXTERIOR INTERIOR (ALL SECTIONS) .090 SENTRYGLAS PLUS INTERLAYER ,%ir-i-∎;-ili tiTi7eF +1 MF N1 i.. i CCG .591 NOM. GLASS BITE 7/16" LAMI GLASS (SGP) GLAZING OPTIONS A & B 7/16" NOM. 3/16" ANNEALED (OPT. C) OR HEAT STRENGTHENED GLASS (OPT. D) Freya 113r D r Remora FA. 471296 E 3/16" ANNEALED (OPT. E) OR HEAT STRENGTHENED GLASS (OPT. F) - • .CSC r'JB iii TERLArEF (SEE NO E) 3/16' HEAT STRENGTHENED GLASS 3/16" TEMPERED GLASS .591 NOM. GLASS BITE NOTE: PVB INTERLAYER IS DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. .090" PVB INTERLAYER (SEE NOTE) 3/16" HEAT STRENGTHENED GLASS 40or41 .591 NOM. GLASS BITE 44 or 45 7/16" LAMI GLASS (PVB) GLAZING OPTIONS C & D 1 1/16" LAN I.G. GLASS GLAZING OPTIONS E & F 9/16" NOM. 1/4" HEAT STRENGTHENED GLASS 1/4' HEAT STRENGTHENED GLASS .090 SENTRYGLAS PLUS INTERLAYER .591 NOM. GLASS BITE 44x'45 9/16" LAMI GLASS (SGP) GLAZING OPTION G PRODUCT REVISWU 88 COrRp4"g wit& the F srf,ta 9&ILIis Cole Accsa,¢05Te tOo F c is Dow NO CHANGE THA SHEET Ryoyd FK Date O REMOVELAM1 LG. AIR SPACE DML Rase aY FX. 0"e • 10/7404 C ADD GLASS TYPE G. 91.16 CAME Dam 67 oa": F.K. 6/18/14 GaeOred Sy J.J 4/1505 I 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 5OX 1529 NOKOWS. FL 34274 Visibly Better GLAZING DETAILS ALUM. SLIDING GLASS DOOR, IMPACT SGD730 FULL saga 2 . 17 Ofasoeng No 4406 -1 AN. E Lascas a Tuner. P.E PE 958201 Mecharucai EXTENDED SILL (31/2 "), MAX 96° (8 °) HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 60" (5 °) GLASS TYPE A. 7/16" LAMI (3/16" ANN...090 SGP. 3/16" HS) TABLE 1. FTL -4159 Nom. Panel Width Door Height 72" (6°) 80" (6g 84" (7°) 90" (7) 96" (8°) 30° (2°) +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70 0 -70 0 36" (3°) +70.0 -70.0 +70.0 - 70.0 +66.8 42° (3° +62.6 -62.6 +56.7 46" (4°) +53.2 -532 +47.2 54" (45) +46.2 -46.2 +41.3 60" (55 +41.7 -41.7 +37.6 -70.0 +70.0 -472 +44.4 -41.3 +39.4 -37.6 +35.8 -66.8 +64.8 -64.8 -56.7 +53.9 -53.9 +50.7 -50.7 +48.2 -48.2 -44.4 +42.3 -42.3 +40.6 -40.6 -39.4 +37.1 -37.1 +34.6 -34.6 -35.8 +33.1 -33.1 +30_9 -30.9 EXTENDED SILL (31/2"), MAX. 96" (8 °) HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 60" (5°) GLASS TYPE B. 7/16" LAMI (3/16" HS..090 SGP, 3/16" HS) TAB),. E2. FTL -4163 Nom. Panel Width 48"(4 Door Height 72" (6°) 80" (8g 84" (7°) 90" (7°) +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 96" (8°) +70.0 -70.0 54° (4°) +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +69.1 -69.1 60" (5°) +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +66.2 -66.2 +61.8 -61.8 EXTENDED SILL (31/2"), MAX. 96" (8°) HIGH DOOR. TABLE 2A. ALL SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 60" (5°) GLASS TYPE G. 9/16" LAMI (1/4° HS,.090 SGP, 1/4" HS) FTL- 4163L+70.0 -70.0 EXTENDED SILL (3 1/2 "). MAX. 96" (8 °) HIGH DOOR. TABLE 5. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 °) GLASS TYPE C. 7/16" LAMI (3/16" ANN...090 PVB, 3/16" HS) FTL -4171 GLASS TYPE E. 1 1116" LAMI 1.G W/ 7116" LAMI TYPE C FTL -4162 (3/16" TEMP., 7/16" AIR SPACE, 3/16" ANN.,.090 PVB. 3/16" HS) Nom. ranee j Doc Height 72" (6°) 80" (6°) 84° (7°) 90" (7°) 96" (8°) Width 30" (2°) +80.0 - 80.0 +80.0 - 80.0 +80.0 -80.0 '+80.0 -80.0 +80.0 -80.0 36" (3°) +76.6 -76.6 +72.7 -72.7 +70.6 - 70.6 +66.8 - 66.8 +64.8 -64.8 42" (35 +62.6 -82.6 +56.7 -56.7 +53.9 -53.9 +50.7 - 50.7 +48.2 -48.2 487(4°) +53.2 -53.2 +47.2 - 47.2 +44.4 - 44.4 +42.3 -42.3 4 +40.6 -40.6 EXTENDED SILL (3 1/2"), MAX. 96" (8°) HIGH DOOR. TABLE 6. ALL SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 °) GLASS TYPED. 7/16" LAMI (3/16" HS,.090 PVB, 3/16" HS) FTL -4171 +80A -80.0 GLASS TYPE F. 1 1/16" LAMI I.G W/ 7/16" LAMI TYPE D. FTL -4162 +80.0 -80.0 (3/16" TEMP., 7/16" AIR SPACE, 3/16" HS,.090 PVB, 3/16" HS) EXTENDED SILL (31/2"), MAX. 120" (10 °) HIGH DOOR. SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 °) GLASS TYPE B. 7/16" LAMI (3/16" HS,.090 SGP, 3/16" HS) FTL -4161 +60.0 1 -60.0 TABLE 4. EXTENDED SILL (31/2"), MAX. 120" (10°) HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 °) GLASS TYPE A. 7/16" LAMI (3/16" ANN.,.090 SGP, 3/16" HS) TABLE 3, FTL -4161 Nom. Panel Width Door Height 72" (6° 80" (6y 84" (7°) 30" (2° +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 90° (7°) +60.0 -60.0 96" (85 +60.0 -60.0 1102" (85 +60.0 108° (9°) 114" (9° 120°(10°) -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 - 36" (3°) +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 +58.9 -58.9 +582 -58.2 42" (3°) +60.0 -60.0 +56.7 -56.7 +53.9 -53.9 +50.7 -50.7 +48.2 -48.2 +46.3 -46.3 +44.6 -44.6 +43.4 -43.4 +42.1 -42.1 48" (4°) +53.2 -53.2- +47.2 -47.21 +44.4 -44.4 +42.3 -42.3 +40.6 -40.6 +38.3 -38.3 +36.0 -36.0 NOTES: +34.4 -34.4 +33.1 -33.1 1. POSITIVE DESIGN PRESSURE IS LIMITED TO +40.0 PSF FOR ALL SIZES AND CONFIGURATIONS NOT EQUIPPED WITH 31/2° EXTENDED SILL RISER. NEGATIVE PRESSURES ARE NOT CHANGED. SEE VERTICAL SECTIONS, SHEETS 6 THROUGH 8 FOR EXACT SILL HEIGHTS. 2. REINFORCEMENTS NOT REQUIRED IN DOOR PANELS WITH GLASS TYPES C, 0, E AND F (TABLES 5 AND 6). REINFORCEMENTS ARE REQUIRED IN DOOR PANELS WITH GLASS TYPES A, 8 AND G (TABLES 1, 2, 2A, 3 AND 4). /L.9911, F.K Darr 9112106 PRODUCT «.EVtSE1' as c°9spiyi°g with the 3 yrkfu 18sidbg Cede Aa credo Revistons E NOCHANGE THIS SHEET 89.ad 6r FK FA "b..* F.K. 0919: 41505 Date 10/7104 frovisms- 0 Ra.m"9ro C REVISE NOTE I ADD TABLE 2A 9/16"14A9 one 6/18104 Checked 9r. l.! Data 9.1505 _ 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 9OX 1529 NOKOMIS. FL 34274 DESIGN PRESSURES ALUM. SLIDING GLASS DOOR, IMPACT aw"rAkW soar Seee, erre,.jw SG0730 FULL 3 r7 4406_1 Lucas A 7 -n6r. P.E. PE 958201 Mechanical CONFIGURATION OVERALL WIDTH IN INCHES MAX. NOM. PANEL WIDTH > 48" 60" MAX. HEIGHT > 120" SS" 4 CONFIGURATION PANELS TRACKS WIDTH WIDTH 1 Xp OR pX 1 2 49 1/8 61 1/8 2 OX or x0 BY -PASS 2 2 96 13/16 120 13/16 3 pXXp 2 2 101 1/8 125 1/8 120 13/1E- 4 XX BY -PASS 2 2 96 13/16 5 6 oXX or XXp XOX BY -PASS 2 3 7 2 8 141 12(1 114 144 180 7 000 3 2 144 180 8 OXO BY -PASS 3 2 149 3/8 185 3/8 9 pXXO or OXXp 3 2 14813/16 18413/16_ 185 3/8 10 OXX or XXO BY -PASS _ 3 2 149 3/8 11 OOX or X00 BY -PASS 3 3 144 180 — 12 OXX or XXO BY -PASS 3 3 144 180 —_ 13 XXX BY -PASS 3 3 144 180 14 pXXX or XXXp 3 3 143 7/16 179 7/16 15 OXX or XXO BY -PASS 3 2 149 3/8 185 3/8 16 0000 4 2 198 9/16 244 9/16 17 OXXO BY -PASS 4 2 196 9/16 244 9/16 18 OXXXp or pXXXO 4 2 196 244 19 pXXXX or XXXXp BY -PASS 4 2 196 244 20 XXXX BY -PASS 4 _ 2 196 9/16 244 9/16 21 pXXXXp 4 2 195 1/2 243 1/2 22 000X or X000 BY -PASS , 4 - 4 191 3/16 239 3/18 239 3/1fi 239 3/1E- 23 OOXX or XXOO BY -PASS _ 4 . 4 191 3/16 24 OXXX or XXXO BY -PASS 4 4 191 3/16 25 XXXX BY -PASS 4 4 191 3/16 239 3/16 26 pXXXX or XXXXp 4 4 190 5/8 238 5/8 27 XXXXX BY -PASS 5 3 243 3/4 303 3/4 28 pXXXXXXp 6 3 28913/16 36113/16 29 XXXXXX BY -PASS 6 3 29015/16 362 15/16 30 pXXXXXXXXp 8 4 384 3/16 480 3/16 31 XXXXXXXX _ 8 4 385 1/4 481 1/4 FIXED PANEL CLIP (ITEM 18) LOCATIONS, TYP. ON ALL FIXED PANEL SIDE RAILS === i2" s I III 111 11� � 12' MAX. WIDTH ---I L MAX. WIDTH (TABLE 8) (TABLE 8) XO OR OX XXp OR pXX POCKET TABLE 8. (LOWER CASE p REPRESENTS POCKET INSTEAD OF JAMB) MAX. WIDTH (TABLE 8) NOTES: 1. FOR VERTICAL SECTION DETAILS SEE SHEETS 6, 7 AND 8. FOR HORIZONTAL SECTION DETAILS SEE SHEETS 9 AND 10. 2. FOR APPROVED CONFIGURATIONS SEE SHEET 5. 3. FOR ANCHORAGE DETAILS SEE SHEETS 14 THROUGH 17. E Nj pXORXp 1 t 391/4" TYP. DLO, SEE NOTE 6 uLV. MAX- SEE SEE NOTE 5 NOTE 4 �►-- MAX. WIDTH (TABLE 8) OXO MAX. WIDTH (TABLE 8) --.� pXXXO OR OXXXp 4. MAXIMUM HEIGHT FOR DOORS WITH UP TO 4 FT. (48 ") WIDE PANELS IS 10 FT. (120'). MAXIMUM HEIGHT FOR DOORS WITH UP TO 5 FT. (60 ") WIDE PANELS IS 8 FT. (96"). SEE TABLE 8 FOR OVERALL WIDTHS OF APPROVED CONFIGURATIONS. 5. VERTICAL DAYLIGHT OPENING FOR 10 FT. HIGH (120 ") DOORS 1S 112 3/4" MAX. AND FOR 8 FT. HIGH (96 ") DOORS IS 88 3/4" MAX. (DOOR HEIGHT - 7 1/4"). 6. HORIZONTAL DAYLIGHT OPENING FOR 5 FT. (60 ") WIDE PANELS IS 55 7116" MAX. AND FOR 4 FT. (48") WIDE PANELS IS 43 7116" MAX ( NOM. WIDTH - 4 9/16 "). 7. FIXED PANEL ANGLE BRACKETS (ITEM 54) LOCATED AT THE HEAD AND SILL OF ALL FIXED PANEL INTERLOCKS, SEE SHEET 10 FOR DETAIL VIEW. Aeasa 8s FK SEE NOTE 7 PRODUCT RE':'LLar as clanA'*; si lr /Fle4 is Dare 4112175 Re.lsu,s E NO CHANGE THIS SHEET Reaid By FK ade RerLoons D REDRAW TO coa.ou tE 4 FT 3 5 FT SHEETS REVISE NOTES AS REQUIRED. Rea345y F1( Ogre IMAM Rertaae C NO CHANGE THIS SHEET Dw.,, at F.K. 6/18/04 Ceec4V 8y. J.J 4:1505 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. HDX 1529 NOKOMIS. FL 34274 Visibly Better EXAMPLE ELEVATIONS & CONFIGURATION DIMENSIONS rap ALUM. SLIDING GLASS DOOR, IMPACT Sea anw e SG0730 NTS 4 0" 17 3-"1. 4406 -1 j Lucas A Turner. P.E. PE #58201 Mechanical 0 1 PANEL 2 TRACK SINGLE POCKET OX El 2 PANEL 2 TRACK BY -PASS XX El 2 PANEL 2 TRACK DOUBLE POCKET XX 2 PANEL 2 TRACK BY -PASS 00X a 3 PANEL 3 TRACK BY -PASS f' 2 PANEL 2 TRACK SINGLE POCKET 3 PANEL 2 TRACK BY -PASS 000 3 PANEL 2 TRACK FIXED FXxQ 3 PANEL 2 TRACK SINGLE POCKET d 3 PANEL 2 TRACK BY -PASS 0XXXp 4 PANEL 2 TRACK 8Y -PASS / SINGLE POCKET EE pXXXX 4 PANEL 2 TRACK SINGLE POCKET 1 BY -PASS a � a Ili b XXXX ® 0000 4 PANEL 2 TRACK FIXED 4 PANEL 2 TRACK BY -PASS a Er-'B OXO -9 DXXO. 4 PANEL 2 TRACK BY -PASS 3 PANEL 2 TRACK BY -PASS 13 � a 4 ❑ OXX1E 3 PANEL 3 TRACK BY -PASS 3 PANEL 3 TRACK BY -PASS PX 3 PANEL 3 TRACK SINGLE POCKET 0XX l 3 PANEL 2 TRACK BY -PASS 8 000x 4 PANEL 4 TRACK BY -PASS 8 00XX f ij 9 4 PANEL 4 TRACK BY -PASS 4 DXXX 4 PANEL 4 TRACK BY -PASS XXXX 4 PANEL 4 TRACK BY -PASS 2XXXXp 4 PANEL 2 TRACK DOUBLE POCKET �' a R <1=1 XXXXX 27 5 PANEL 3 TRACK -PASS 6 PANEL 3 TRACKCKxDXOXUBLEPOCKET 6 PANEL 3 TRAACK BY-PASS OVERALL WIDTH, SEE TABLE 8, SHT. 4 INTERIOR (ALL CONFIGURATIONS) EXTERIOR pXXXXXXXXp 8 PANEL 4 TRACK DOUBLE POCKET XXXX 4 PANEL 4 TRACK SINGLE POCKET X 0000(XX 8 PANEL 4 TRACK BY -PASS Dente Br. F.K. F.K Dater 4,121}5 Oster 45NS Renown. E Rn3 ons D NO CHANGE MIS SHEET REDRAW AND ADD 3AND a TRACK CONFIGURATION OPTIONS Rer3dBy FK. Omen OF F.K. Dote IW7/04 Deb. !8/04 Rerouu C ChaCkettay J.J. NO CHANGE THIS SHEET Dim 4114,05 W70 TECHNOLOGY DRIVE NOKOMIS FL 34275 P O. BOX 1523 NOKOMIS. FL 34274 PIG" Visibly Better EXAMPLE CONFIGURATION DIAGRAMS ALUM. SLIDING GLASS DOOR, IMPACT SGO730 NTS stew 5 a 17 paavm 4406 -1 , tin • LKaS A T:4' P.E PE 458201 Mechanical ASTRAGAL ASTRAGAL PRODUCT R6 ViS sist.rorrAf lag F4rrios ode 03 05 Revd Br FK TYP. VERTICAL SECTION SHOWING ONE ACTIVE PANEL AND ONE FIXED PANEL 4/12106 OPTIONAL, AVAA.ABLE ALL ORIGINAL 2 -TRACK CONFIGURATIONS elY Miami G] EXTERIOR INTERIOR C> (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING TWO ACTIVE PANELS 8 ND CHANGE TINS SHEET ReedBt FTC Owe 44105 D ADO STANDARD AND OPTIONAL 50.L RISER HEIGHT OAS Feva48r Dale F.K 10/7104 Dwar Br Dam F.K. 6118104 Ramon% Chocked 8 tluo JJ 4/15.05 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.0 80X 1529 NOKOMIS. FL 34274 1 VERTICAL SECTIONS, ORIGINAL 2 TRACK Pi GT Visibly Better 'Meet . 3ery1 °'°e v 500730 1 SC112 6 •^ 17 ` 4406-1 ALUM. SLIDING GLASS DOOR, IMPACT IF L•sms a Turner. er. P E. PE #58201 ALTERNATE 2TRACK FRAME W/ SCREEN RAIL NOTE: ITEM 61 OR 62, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. ASTRAGAL ASTRAGAL SIDE RAIL 3.500' 2.713° SEE NOTE ALTERNATE 2 TRACK FRAME WITH SCREEN RAIL aEXTERIOR INTERIOR r=> TYP. VERTICAL SECTION SHOWING ONE (AU SECTIONS) TYP. VERTICAL SECTION SHOWING ACTIVE PANEL AND ONE FIXED PANEL W/ SCREEN TWO ACTIVE PANELS W/ SCREEN F.K ma Re�Y 4/1296 F SEE NOTE SIDE RAIL PRODUCT REV as t"JTit v_f,ssft. —,L +'. $415:'!4/, A,eag.z_%.7.; ^ 4.„: Pied-act tent: 2009 Keno ay. FK Owe 4/5.93 Rwams 0 ADD ITEMS 89 AND 70. ALTERNATES TRACK FRAME YID SCREEN RAIL NEW SHEET ADDED FOR NEW 3 TRACK FRAME RwN.w• L>run er F.K om: cn+e.k.fsr 6/18/04 JJ s» 4!15.03 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 Visibly 13ert r VERTICAL SECTIONS, 2 TRACK tetr ALUM. SLIDING GLASS DOOR, IMPACT SGD730 1/2 e- 7 •. 17 Dressy Ne 4406 -1 Rae E La as 1 Lunar. PE PE 958201 Pewter.. f�J(. 0 7 rt- dr 0 0 2.713" TYP. VERTICAL SECTION SHOWING THREE ACTIVE PANELS W/O SCREENS 0 OPTIONAL ON 3 OR 4 TRACK FRAME 7, S20 or S4 ASTRAGAL SIDE RAIL 0 ^R arl v Q SEE NOTE ti aEXTERIOR INTERIOR (ALL SECTIONS) Deter 4,12106 Roams E C16, S19 or S2�2 OPTIONAL ON 3 OR 4 TRACK FRAME TYP. VERTICAL SECTION SHOWING FOUR ACTIVE PANELS W/ SCREEN TRACK !vv 1 c. ITEM 61 OR 62, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. m 0 3.500• SEE NOTE ASTRAGAL SIDE RAIL as calm t: a:z; $&IA C517 .. . ter., No .._. 6 200 NO CHANGE THIS SHEET Rem* ay F.R Date.. 415/05 'Deer 0 NEW SHEET ADDED FOR 3 AND J TRACK FRAME ReNSma - e. Ch.aa48' F.K. 6/18/04 J.J. Data .015'5 1070 TECHNOLOGY MOVE NOKOMI$ FL 34275 P.O. BOX 1529 NOKOMLS. FL 34274 �Z Visibly Berrer Dem.men VERTICAL SECTIONS, 3 & 4 TRACK nee ALUM. SLIDING GLASS DOOR, IMPACT se..e,. 5G0730 s... 1/2 Shoe 8 17 dower, Re 4406 -1 Rer E runlet P.E PE 958201 3, 58, 59, 60or69 LOCATED AT VERTICAL CENTER, 12" FROM TOP AND BOTTOM OF FIXED PANELS (3) REQ'D REINFORCEMENTS REQ'D W! GLASS TYPES A, 8 OR G ONLY nnn1inn 4 - . EXISTING STRUCTURE 0-,66,671 / ITEM 68 SHO WN 6,58,59,& utO) ITEM S24 SHOWN SECT. A-A FIXED STILE AT JAMB (OUTSIDE) SECT. B-B DOUBLE & SINGLE INTERLOCK SECT. D -D MOVABLE INTERLOCK AT P -HOOK SECT. C -C MOVABLE TO MOVABLE ASTRAGAL (INSIDE SHOWN) ITEM 68 SHOWN 8, 66, 67, 68 or 71 ITEM S24 SHOWN or S24} REINFORCEMENTS REQ'D W! GLASS TYPES A, B OR G ONLY SECT. E -E MOVABLE STILE AT JAMB (INSIDE) 4 INTERIOR (ALL SECTIONS) EXTERIOR PRODUCr REVLSEJ as eaatyiag with the Fieri4a Bultilaz Cork F r°4�a 72 3010 TECHNOLOGY DRIVE NOKOMIS. FL 34275 or F.K. Dm* 6118/04 pAz■ed al J.J. 4115105 P.O. BQX 1529 NOKOMIS. FL 34274 ALUM. SLIDING GLASS DOOR, IMPACT Visibly Berter SGD730 1/2 4406 -1 Lucas A. Turret, P.E. PE #58201 Mechanical REINFORCEMENTS REQ'D W/ GLASS TYPES A, B OR G ONLY 3, 58, 59, A 60 or 69 REINFORCEMENTS REQ'D W/ GLASS TYPES A, B OR G ONLY 3, 58, 59, 60 or 69, Pin I SECT. F -F MOVABLE TO FIXED ASTRAGAL (INSIDE) LOCATED AT VERTICAL CENTER 12° FROM TOP AND BOTTOM OF FIXED PANELS (3) REQ'D A REINFORCEMENTS REQ'D WI GLASS TYPES A, B OR G ONLY FIXED - FIXED CONFIGURATION DOUBLE & SINGLE INTERLOCK (NOT SHOWN IN SHEET 4 ELEVATIONS) ® C3, 58, 599 ITEM 68 SHOWN or or 69/ SECT. G -G FIXED STILE AT JAMB (INSIDE) Ad I, Dater F.K. 4/1205 Aea18r Dale FIC 4'505 Ram mwn E SECT. H -H DOUBLE & SINGLE INTERLOCK (OX) $, 66, 67, 68 or 71 ITEM S24 SHOWN S18,S21 or S24 SECT. I -1 X INTERIOR (ALL SECTIONS) EXTERIOR PRODUCT REVISED =commies* with alp: Florida Balding Cods Acamitumr p MOVABLE STILE AT JAMB (OUTSIDE) ADD ITEMS 69 AND 71. ALTERNATE 2 TRACK FRAME Wi SCREEN RAIL 0 ADO 3ANO4 !RACK OFTIONSANO GLASS TYPEG W.' REWF By Date F.K 1017AN C Danner Date F.K. 6/18/04 tle48r JJ NO CHANGE THIS SHEET Dar 4715105 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Better HORIZONTAL SECTIONS CONTINUED ear ALUM. SLIDING GLASS DOOR, IMPACT Saw .10 sere 2G0730 1/2 10 17 4406 -1 't'1 • if L.tcas '1. Turner. PE PE 958201 Mechanical ITEM DWG# PGT # DESCRIPTION 1 4302 612245 ORIGINAL FRAME, HEAD 2 4386 7P4386 SILUHEAD WEATHER STRIPPING PAD 3 4303 64303 ORIGINAL FRAME, SILL 4 4361 64361 ORIGINAL FRAME, 3.500 SILL ADD ON 5 4314 612254 ADAPTER, FIXED PANEL 4315 64315 THRESHOLD COVER 71164 7 4385 8 4304 612247 9 1155 -1 781 PQA HEAVY DUTY 4 HOLE BUMP STOP ORIGNNAI FRAMF IA6AA #8 X 1" LG. S. STL QUAD/PHIL PAN HEAD 10 4306 612249 PANEL SIDE RAIL 11 4383 64383 DOUBLE INTERLOCK 12 4399 64399 INTERLOCK 13 4398 64398 ASTRAGAL BASE 14 4380 64380 FEMALE ADD-ON 15 4381 64381 MALE ADD-ON 16 4305 64305 TOP & BOTTOM RAIL 17 4403A 64403A P -HOOK FOR POCKET DOORS 18 4362 64362 FIXED PANEL CUP 19 1235 67S16G WSTP .170 X.270 BACK, FIN SEAL 20 4393 67393G WSTP .400 X.270 BACK, AN SEAL 21 720X112X 1/4-20 X1.50 PH. PAN HEAD S. STL TYPE F 22 71420X114SHCSF 1/4-20 X 1.25 LG. SHCS S. STL. 23 71032XIFPFX #10-32 X 1" LG. PHILLIPS FLAT HEAD 18-8 S. STL. RECESS ADAPTER MOUNTING SCREW & HANDLES 24 70834X #8 X3/4" LG. PHILLIPS PAN HEAD 18-8 S. STL KEEPER MOUNTING SCREW 25 78X38PPT #8 X3/8 LONG PHIWPS PAN HEAD TEK 26 71032INSERT 10-32 ALUMIN THREADED INSERT 27 4357 64357M ALUM. REINFORCEMENT .500 X 1.500 28 4388 MOVING/RED INTERLOCK END PLUG 29 4387 44367 ASTRAGAL BASE END PLUG 30 4389 44389N LOCKSTILE END PLUG 31 4392 7XXX1MD(BSW) 1- 32 4392 7XXX4MDLBSW) TOP RIGHT STICKER COVER BOTTOM RIGHT STICKER COVER 33 4392 7)OOC3MD(BSW) TOP LEFT STICKER COVER 34 4392 1)O MD(BSW) BOTTOM LEFT STICKER COVER 35 1049 71049 TANDEM ROLLER 36 1636 72048 W,K,S 3/4° HOLE PLUG 37 7SGD4050 (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #8-32 X1 3/4" COLOR MATCHED HANDLE BASE SCREWS 7SGD2889 (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #8-32 X1 314" COLOR MATCHED HANDLE BASE SCREWS (1) MORTISE LOCK LATCH & KEEPER (1) STAINLESS MORTICE LOCK (1) ZINC DICHROMATE RECESS ADAPTER 39 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT SENTRYGLAS PLUS INTERLAYER - 3/16" H.S. 40 7116" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM INTERLAYER - 3116" ANN. ITEM DWG# PGT # {DESCRIPTION 41 7/16" LAMINATED GLASS - 3/16" H.S. -.090 DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM INTERLAYER - 3116" H.S. 42 1 1/16" LAMINATED GLASS 3/16" TEMP - 7/16" AIR SPACE - 3116" ANN. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" H.S 43 44 45 46 1224 47 1225 49 4324 51 4395 52 1267. 53 749 54 4356 55 56 57 4375 58 4407 59 4408 60 4409 61 4410 62 4411 63 4412 64 4413 65 4414 66 4415 67 4416 1 1116" LAMINATED GLASS 3116" TEMP - 7/16" AIR SPACE - 3/16" H.S. - 090 DUPONT BUTACITE OR SAFI.FXJKFFI:) . tine- XIM1V. iN T EkLAY trt - s11(i" tf.a. DOW CORNING 899 SILICONE GLAZING SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT VINYL BULB WEATHERSTRIP (THICK) VINYL BULB WEATHERSTRIP (THIN) 7/16" LAMI GLAZING BEAD 1 1/16" LAMI I.G. GLAZING BEAD SETTING BLOCKS 1" X 1/2" X 1/8" THICK REINFORCEMENT SPRING CUP FIXED PANEL ANGLE BRACKET 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT SENTRYGLAS PLUS INTERLAYER - 3/16" ANN. 9/16" LAMINATED GLASS - 114" H.S. - .090 DUPONT SENTRYGLAS PLUS INTERLAYER -1/4" H.S. 9/16" LAMI GLAZING BEAD FRAME, 4 TRACK SILL FRAME, 3 TRACK SILL FRAME, 2 TRACK SILL FRAME, 2.713 STANDARD SILL ADAPTER FRAME, 3.500 SILL ADAPTER 64412 64413 64414 64415 64416 FRAME, 4 TRACK HEAD FRAME, 3 TRACK HEAD FRAME, 2 TRACK HEAD FRAME, 4 TRACK JAMB FRAME, 3 TRACK JAMB 6TP247 61P248 6534601 64395 71267N 7BRKTM25 74356A 64375 64407 64408 64409 64410 64411 68 4417 64417 FRAME, 2 TRACK JAMB A A 69 4442 64442 FRAME, 2 TRACK SILL W/ SCREEN RAIL 70 4441 64441 FRAME, 2 TRACK HEAD W/ SCREEN RAIL 71 4443 64443 S1 4317 612256 S4 4318 S7 4319 612257 612258 S11 4320 612259 S13 4428 64428 S14 4344 64344 S15 4384 64384 S16 4418 64418 S17 4419 64419 S18 4420 64420 S19 4421 64421 S20 4422 64422 S21 4423 64423 S22 4424 64424 S23 4425 '64425 S24 4426 64426 FRAME, 2 TRACK JAMB WI SCREEN RAIL SCREEN, MP RAIL SCREEN, BOTTOM RAIL SCREEN,. SIDE RAIL SCREEN, MEETING RAIL SCREEN, DOUBLE INTERLOCK SCREEN, ASTRAGAL SCREEN, ASTRAGAL ADAPTER SCREEN, 3 TRACK SILL SCREEN, 3 TRACK HEAD SCREEN, 3 TRACK JAMB SCREEN, 2 TRACK SILL SCREEN, 2 TRACK HEAD SCREEN, 2 TRACK JAMB SCREEN, 1 TRACK SILL SCREEN, 1 TRACK HEAD SCREEN. 1 TRACK JAM: >tgoisuCr R.SV1S iO ascem gsVItheFhlride - 4Cc�Dr A tie ►, - 1�.�/.Gry. T / l.. Ceatral r. Plitttai Renear F.K. oats: 4/12106 ADO ITEMS 69 70514071. ALTERNATE2 TRACK FRAME WI SCREENRAt. REVISE LENGTH OF 11E41 77. 5410014 FOR BETTER INSTAUATIQN. Rena4er. F.6 Oa. 545 D ADD RENS 58.08. S I3 4N0 S 16524 Rem48r F.K. Oak 1977104 Resey," ADD ITEMS 58 AND 67 ors. 13r Dxe: c585ater ado- F.K. 6/18144 J.J. 4/75105 1070 7ECNNCLOGY DRIVE NOKOMIS FL .34275 P.0.8OX 1529 NOKOMIS. FL 34274 P T PARTS LIST r." ALUM. SLIDING GLASS DOOR, IMPACT Vt.:/'h Better Sn"aa1WN Sub aeer Gae+9w 500730 NTS 11 • 17 4406 -1 Rve 6,-7° i.7aa7.. Earner. P.E. PE 658201 Mechanical 078 5.177 I' 1.619 1 - ORIGINAL FRAME HEAD MAIL: 6063 -T5 DWG# 4302 f 8 - ORIGINAL FRAME JAMB MATL: 6063 -T5 DWG# 4304 1.428 .188 5.177 ---- ----.y 2.435 .078 --- �•f%. -- nnv;INP-L FRAMF iii MATL: 6063 -T5 DWG# 4303 10 - PANEL SIDE RAIL MATL: 6063 -75 DWG# 4306 14 - FEMALE ADD-ON MATL: 6063 -75 DWG# 4380 .062 1.993 1.045 15 - MALE ADD-ON MATL: 6063 -T5 ()Weft 4381 .062 S4 - SCREEN BOTTOM RAIL (SCREEN FRAME) MATL: 6063 -T5 DWG# 4318 4 1.993 1.045 S1 - SCREEN TOP RAIL (SCREEN FRAME) MAT'L: 6063 -T5 DWG# 4317 .062 S7 - SCREEN SIDE RAIL (SCREEN FRAME) MATL: 6063 -T5 DWG# 4319 .109 .062 � .190 3.500 - ADD C''! .S!! 1 MAT'L: 6063 -T5 DWG# 4361 WALLS VARY ��[�� '''' FROM .060 • 1`j TO .250 1.500 .421 Li I - -5-. -- .062 1.800 J 5 - ADAPTED FIXED PANEL MATL: 6063 -75 OWG# 4314 2.964 r 2.048 11- DOUBLE INTERLOCK MATL: 6063HS -T6 DWG# 4383 2.591 16- TOP &BOTT.RAIL MATL: 6063 -75 DWG#4305 1.019 1.019 .062 S11 - SCREEN MEETING RAIL (SCREEN FRAME) + MATL: 6063 -75 062 `i DWG# 4320 4 1.872 1.872 1.874 WALLS VARY FROM .060 TO.125 1.935 .800 .060 18 - FIXED PANEL CLIP MATL: 6063 -T5 DWG#4362 1.986 .062 - ---M---- 1.087 .557 _ o i i-iRkSHOLD COVER MATL: 6063 -T5 DWG# 4315 .050 S14 - SCREEN ASTRAGAL. MATL: 6063 -T5 DWG# 4344 2.961 WALLS VARY FROM .060 TO .125 1 12 - INTERLOCK MATL: 60631-1S -16 DWG# 4399 ri r .500 1.500 27 - ALUM. REINF. MATL: 6005 -T5 DWG# 4357 1.342 --•T 12 1.305 1.872 - 1.4231-- - S13 - SCREEN DOUBLE INTERLOCK (SCREEN FRAME MATL: 6063 -75 DWG# 4328 r 3.162 .063 2.272 L S15 - SCREEN ASTRAGAL ADAPTER MATL: 6063 -T5 DWG# 4384 '-•-I. 2.875 La 17 - P -HOOK MATL: 6063 -T6 DWG# 4403A 2.700 +11 ( 2.961 13 - ASTRAGAL BASE MATL: 6063 -T6 DWG# 4398 PRODUCT REVISED s- w&b the O10rids A ass Ne I.. • .0 Rend By F.K. Oake 4112146 Reasons E REVISE LENGTH OF 170M 17. P-HOOK FOR BETTER INSTAUATION. Ra.wBy Fit Age. 4405 O REDRAW TOCONDENC£. CHO. ITEM It 114,10 t2 ALLOY TO T6 ADD ITEMS 27AN0113 1Lradltr F.R. aaa n6Y F. X. Kate 1W/04 Date 6/18104 C Cason By .1J. NO CHANGE 1711S SWEET 01 4,15415 1070 TECIiNOLOOY ORIV£ NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 BG� Visibly Better 0.eaob« EXTRUSIONS rn. ALUM. SLIDING GLASS DOOR, IMPACT e..esu.drt 560730 12 d 17 ernes No III 4406 -1 e- i •t L4,;;r, A. Turner. P E P£ 958201 8.038 .078 - -ll- -- SR . d TRACK co 8.038 MATT.: 6063 -T6 DWG# 4407 d1.619 J i .078 9 63 - 4 TRACK HEAD MAIL: 6063 -T6 DWG# 4412 �+-- 4.222 1.235 .078 . 68 - 2 TRACK JAMB MATL: 6063 -T6 DWG# 4417 2.546 1.619 FU . .078 S21 - SCREEN 2 TRACK FRAME JAMB MATL: 6063 -T6 DWG# 4423 2.625 f 6.130 6.130 .078 - yjj-+- I• r. .LL MATL: 6063 -T6 DWG# 4408 J 11 1 .078 2.625 4.222 -1 2.625 .078 ---�" -�- ..rV 2 TRACK SILL. MATL: 6063 -76 DWG# 4409 4.222 --�j rf t�2f r:- ,zt_rj 1.619 � �� 078 0 - 1.619 64 - 3 TRACK HEAD MATL: 6063 -T6 DWG# 4413 S16 - SCREEN 3 TRACK FRAME SILL MATE: 6063 -T6 DWG# 4418 S22 - SCREEN 1 TRACK FRAME SILL MAIL: 6063 -T6 DWG# 4424 5.505 -11 1 an „is I_l. 1.619 .078 -- -»-�-- 70 - FRAME, 2 TRACK HEAD WI SCR-EIN RAIL MATL: 6063 -T6 DWG# 4441 Lr___ 3.810 1.619 65 - 2 TRACK HEAD MATT.: 6063 -76 DWG# 4414 .078 S17- SCREEN 3 TRACK FRAME HEAD MATTE 6063 -T6 DWG# 4419 S23 - SCREEN 1 TRACK FRAME HEAD MATL: 6063 -76 DWG# 4425 �-+ -- 5.505 Ir.___ 3.810 1.619 .494 -- .078 2.713 U 1 -' STANDARD' 514E tfi,tt< MATL: 606346 DWG# 4410 8.038 n 1 1' 1235 .078 -- °•--- 66 - 4 TRACK JAMB MAIL: 6063 -T6 DWG# 4415 .078 =,r= S18 - SCREEN 3 TRACK FRAME JAMB MATT.: 6063 -T6 DWG# 4420 S24 - SCREEN 1 TRACK FRAME JAMB MAIL: 606346 DWG# 4426 1.235 .078 - +-l1 ,+- U lLi 71 - FRAME, 2 TRACK JAMB W/ SCREE RAIL MATL: 6063 -T6 DWG# 4443 S19 - SCREEN 2 TRACK FRAME SILL MATE: 6063 -T6 DWG# 4421 2.546 .494 --•-I +f 3.500 078 ---- -• 62 - 3.50" SILL RISER MAIL: 6063 -T6 DWG# 4411 6.130 I U L .078 - -�+lI- 67 - 3 TRACK JAMB MATL: 6063 -76 DWG# 4416 1.619 F- U� .078 S20 - SCREEN 2 TRACK FRAME HEAD MAIL: 6063 -76 DWG# 4422 5.505 - ---�^t 2.625 -1I .078 -- -0-= -- 69 - FRAME, 2 TRACK SILL W/ SCREEN RAIL MATL: 6063 -76 DWG# 4442 1.235 1 P*01.1..£73viiS3:E1 95 i:L*108 aii: nsTilK Cawing Ceti* .>5110-0" 0 2 zx3 t:-iT:t.• 0::J v !.. 2009 ,Ta se 9r FfL Rero4RT F.X 4/12106 Mae 415105 amr,s7 F.K. wor 6/18/04 ROD ITEMS 69 70 AND 71. ALTERNATE 2 TRACK FRAME Wt SCREEN RAIL NEW SHEET FOR 3 AND 4 TRACK OPTIONS Oats 4/t5F15 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1529 NOKOMIS. FL 34274 EXTRUSIONS, FRAME ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better SGD730 Sari NTS steer 13 - 17 arae;gae 4406 -1 Las A. Turner. P.E. PE 658201 Mechanical HEAD AND SILL INTERLOCK CLUSTER BY PANEL ANCHOR TYPE 8 SUBSTRATE" ".X72- NOM. emu= GLAZING WIDTH OPTION & ASTRAGAL ANCHOR A. 7/16 LAMI (A, .090 SGP. M) 8. 7/16 LAMI (H..090 SOP, Ifi SIZE & GLASS TYPE C. OR E. 7/16 LAMI (A.H) OR M 1 1/16 LAM LG G 9/16' LAMI 0 OR F. 7/16 LAM4 (H,H) OR IN 1 1116 LAMS S.G. (4..090 SGP. 14) DOOR HEIGHT (6 °) 80" (68) 84' 7 °) 90" (76) T 96" 8 °) 107 (86) 108" (9 °) t14' (96) 120' (10°) 38 C. .- 0- g j CC O J " -, O < i J J u ) C4 O Q i 0 CC Cl J J " ' a- 0 q} 1 t t ' C. = 0 < i IZ 7'1 J J - 0� Q t " 3 cst _ __ O G i 8 IX n J ! t o , Q, i 0 CSC K 8 .- i t, ,h N I i A 8 rc p - _ el .. n D�J a +Si! m v � 0 G F4 0 G W O d Q a = J .1 C 0 O 'S J ._] m J ®5 +T t 7 ) O a_ T 4 J u/ d tt3 ° 24 ° (2 ) A.B A QQD A A Q B D A C QQQ C BQA C 8 Q A ODD A C 8 B QQQ B 8 C B C D E B C A C RR0 B �Qi B Q C C C C Q B00 B B ©C B B C B BD C (Z& A.8 B C.D,E.F,GQLIa13afl0' 8 B gA�8 13E30B' 8Cii0Q0CQB EILIo00p13 C C oI) (3 t D.F..E 08 UUB a la c 0�Q0 B o C Q 8 o C ©Q D C 0 C B 00880130801313800 47 (36) A,C,E 8 AQ 8 D A D D - ' Dp C DQQ C Q B A C BQA 0 8 B Q C QDQ C alas C C a 1312113E113111121131313 D CB a aat3U D C Q B O C 0° 8 0 0 0 B 0 0 C Q© D,P.G 8 6 C C CU0 pop DQC 8 ©D C E D 48" (11) A,C,E pp B au A 8 0 A cm B B Q B Dm C BQA C B up C mop B 8 A O 8 B Q C QO B 0 C C Q 0 QQQ O D QLl E DOB 0 0 C Q ©D ©C E D C UU 0,F,G 0B DD ©B 0 D CDE DQC E DQQE D 54' (4,pps,, ©D 8.8 QOQU° B Un0" Q D©0 D D UU E D 1�T A ©A B 00 A D C D A DD A D E DD A E 0 p APPROVED ANCIHORS:1. ELCO 1/4' TAPOONS 2.81.001(4" SSA CRETE -FLEX 3.912 SCREWS ,6, TABLE 7. MIAMI -OADE COUNTY ANCHORAGE SPACING REQUIREMENTS: zei 1. (2) ANCHORS REQUIRED AT EACH HEAD, SILL AND JAMB LOCATION. (1) ANCHOR REQUIRED AT EACH P -HOOK LOCATION. ANCHOR LOCATIONS TO BE STAGGERED. 2. MAX. 96" HIGH DOORS W1 PANELS UP TO 48° WIDE. HEAD & SILL.. 8 1/4" MAX. FROM CORNERS AND APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH ASTRAGAL AND INTERLOCK CENTERLINE 16 318" MAX. O:C. FOR 1/4" TAPCONS, CRETE -FLEX OR #12 SCREWS. JAMBS 8" MAX FROM BOTTOM AND 24" MAX. O.C. FOR 114" TAPCONS OR CRETE -FLEX 16" MAX. O.C. FOR #12 SCREWS. P -HOOKS 8" MAX FROM BOTTOM AND 15" MAX. O.C. FOR 1/4" TAPCONS, CRETE -FLEX OR #12 SCREWS. 3. MAX 120" HIGH DOORS W/ PANELS UP TO 48" WIDE. HEAD & SILL. 8114' MAX. FROM CORNERS AND APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH ASTRAGAL AND INTERLOCK CENTERLINE. 163/8' MAX. O.C. (1/4" TAPCONS, CRETE- FLEX OR #12 SCREWS. JAMBS 8' MAX FROM BOTTOM AND 26" MAX. O.C. FOR 114" TAPCONS OR CRETE-FLEX. 22° MAX. O.C. FOR #12 SCREWS. P -HOOKS 8" MAX. FROM BOTTOM AND 201/4" MAX O.C. FOR 1/4" TAPCONS, CRETE -FLEX OR #12 SCREWS. 4. MAX 96' HIGH DOORS W/ PANELS UP TO 60° WIDE. HEAD & SILL81/4" MAX. FROM CORNERS AND APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH ASTRAGAL AND INTERLOCK CENTERLINE. 2213116° MAX. O.C. FOR 1/4" TAPCONS OR CRETE -FLEX. 15 3/8" MAX O.C. FOR #12 SCREWS. JAMBS 8" MAX FROM BOTTOM AND 22' MAX O.C. FOR 1/4" TAPCONS OR CRETE-FLEX. 15" MAX O.C. FOR #12 SCREWS. P -HOOKS 8" MAX. FROM BOTTOM AND 13 7/8" MAX. O.C. FOR 114" TAPCONS, CRETE - FLEXOR #12 SCREWS. ANCHORAGE SPACING FOR DOORS INSTALLED OUTSIDE MIAMI -DADE COUNTY: 5. MAX 96" HIGH DOORS W/ PANELS UP TO 48" WIDE. HEAD & SILL 8 1/4" MAX FROM CORNERS AND CLUSTER A, AT EACH HEAD AND SILL ASTRAGAL AND INTERLOCK CENTERLINE. JAMB 8" MAX FROM BOTTOM AND 2611116" MAX. O.C. P- HOOK..... 8" MAX FROM BOTTOM AND 15" MAX. O.0 6. MAX 120" HIGH DOORS W/ PANELS UP TO 48' WIDE. HEAD & SILL 8 1/4' MAX FROM CORNERS AND CLUSTER A. AT EACH HEAD AND SILL ASTRAGAL AND INTERLOCK CENTERLINE. JAMB 8" MAX FROM BOTTOM AND 26" MAX. O.C. P -HOOK 8" MAX FROM BOTTOM AND 20 1/4° MAX. 0.0 7. MAX 96" HIGH DOORS W/ PANELS UP TO 60" WIDE. HEAD & SILL 8 1/4° MAX. FROM CORNERS AND CLUSTER A, AT EACH HEAD AND SILL ASTRAGAL AND INTERLOCK CENTERLINE. JAMB 8" MAX FROM BOTTOM AND 26 11/16" MAX O.C. P -HOOK 8" MAX FROM BOTTOM AND 13 7/8" MAX. O.0 INTERLOCK OR 1�— ASTRAGAL CL CLUSTER A - (4) ANCHORS INTERLOCK OR r— ASTRAGAL CL 3" 1-+-- r- s --I-"'- 8,-1- -1 CLUSTER C - (8) ANCHORS INTERLOCK OR ASTRAGAL CL " CLUSTER E - (12) ANCHORS 16 3/8" MAX O.C. 163/8" MAX. 0.C. 22 13/16" MAX. O.C. . INTERLOCK 0 !""-'— ASTRAGAL Cl. 1+ 8 *" - r.F..".- Rif." •t CLUSTER B - (6) ANCHORS INTERLOCK 01 (."-- ASTRAGAL CL 3" , &° 891- --1 CLUSTER D - (10) ANCHORS EXTERIOR (ALL) NOTE: 8 3/16' DIMENSION IS MAX. AND 3 O.C. IS MIN. FOR ALL CLUSTERS. PROOiiCT REVISED es eompb with tits Pbr!de Baddbg Ctda He te /r+w °r FX Dare 412108 REVISE P.HOOK SPACENG ADD CRETE -FLEX AND UPGRADE NOTES Relos411y F.K. Rers4By. F.K. Dam 46415 R. CONDENSE TABLE 7 AND UPGRADE ANCHORAGE PER FBC 2 5JJ Oafs kV7104 amon 8y F.K. aw 611E/04 Re man, C RECALC ANCHOR CAPACMES. UPDATE SPACING NOTES AND TABLE c"ecka er Dafe 1 J i 4 15°5 1070 TECHNOLOGY DRIVE NOKOA0S. FL 34275 P.0 BCS 1529 NOKOA715. FL 34274 132ic;_r ViTINT B "tz »' ANCHORAGE, SPACING ALUM. SLIDING GLASS DOOR, IMPACT 5ams4aod" 5GD730 1» 14 .e 17 �De~MuRe 4406 -1 Lu..a;. n TwTrer. P E PE 558201 Me4'l.°°GNI Ix WOOD BUCK SEE NOTE 2 (CONCRETE) 1/4° TAPCON, SEE NOTE 1 1x WOOD BUCK SEE NOTE 2 EXTERIOR INTERIOR NOTES: 1. MIN. DISTANCE FROM CONCRETE ANCHOR TO CONCRETE EDGE IS 2_1/2" FOR HEAD 2x WOGO ® SILL AND JAMB AND 1" FOR P -HOOK INSTALLATION. FOR CONCRETE APPLICATIONS I (ALL SECTIONS) SEE NOTE 2 MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCOP I OR 1/4" ELCO SS4 CRETE -FLEX ANCHORS. FLAT HEADS TO BE #12 TRIMFIT TYPE. 1 1/4" } 2. WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 1/2* THICK. 1x WOOD BUCKS ARE {{ MIN. 1 1/2" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS i� ;_ MIN. DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE y ,r, , �..�,- • T OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE t 114° 1 `; t „4- +.1.".Y AUTI- rpiony H VIN'S JURIS CT1CN (I, -Ji. t /MAX. SHIM M T b i SHIM .s. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER A #12 SCREW, SEE NOTE 5 SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON SHEETS 15, 16 AND 17 FOR 2x WOOD BUCKS. THE ORIGINAL 2 -TRACK FRAME HEAD INSTALLATIONS ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 14 MAY BE USED. 4. SCREEN FRAME AND DOOR FRAME MAY BE ATTACHED TO DIFFERENT SUBSTRATE TYPES AS REQUIRED TO ACCOMMODATE THE EXTRA DEPTH OF MULTI -TRACK 1 1/2" CONFIGURATIONS, AS APPROVED BY AHJ. DESIGN OF COMPOSITE WOOD/MASONRY MIN. OPENINGS DONE BY OTHERS OR AS ACCEPTED BY AHJ. FASTENER SIZE, EMBEDMENT. AND SPACING MUST BE AS INDICATED FOR THE SUBSTRATE INTO L it ' MAX. WHICH THE FASTNER IS EMBEDED. SHIM 5. FOR WOOD APPLICATIONS ELCO 1/4" TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS A WITH #12 TRIMFIT HEADS MAY BE USED INSTEAD OF #12 SCREWS. SEE TABLE 7. #12 SCREW, SEE NOTE 5 2 -TRACK FRAME HEAD INSTALLATIONS (CONCRETE) 1 1/4" MIN. 1/4° TAPCON, SEE NOTE 1 ALTERNATE 2 TRACK FRAME A WI SCREEN RAIL 1x WOOD BUCK SEE NOTE 2 SCREEN FRAME 2x WOOD SEE NOTE 2 1/4" MAX. SCREEN '4 SHIM FRAME J (CONCRETE) 1/4° TAPCON, SEE NOTE 1 1x WOOD BUCK SEE NOTE 2 (CONCRETE) 1 1/4' 1 114" MAX. SHIM SCREEN FRAME 2x WOOD SEE NOTE 2 3-TRACK FRAME HEAD INSTALLATIONS 1 1/4" MIN. SCREEN FRAME ) 1 /4' TAPCON, SEE NOTE 1 1 1/2° MIN. 1/4" MAX SHIM #12 SCREW, SEE NOTE 5 2x WOOD SEE NOTE 2 1/4" MAX SCREEN SHIM FRAME h 4 -TRACK FRAME HEAD INSTALLATIONS 1 1/2* MIN. 1/4' MAX. SHIM #12 SCREW, SEE NOTE 5A PRO01.4.7 REVISED latildiel :We rl .03 o9 s Prn1lyrt Cost Rerat By F.K. Dom, 4!17!08 Raalmns E ADD ALTERNATE TRACK FRAME W/ SCREEN RAIL AND NOTE 5 UPGRADE NOTE t TO INCLUDE CRETE-FLEX AND EDGE DISTANCE FOR 7*440(K. RersdSY F.K. Darr 44105 Pevacns. 0 1070 TECHNOLOGY DRIVE REVISE NOTES AND ADDS 4 a• TRACK AND ALTERNATE2•TRACK OPTIONS NOKOMIS. FL 34275 Read By F.K. Daa 1017104 Rev:eons aa.eey F. Vim 6/18/04 Peeked ay. JJ.. REMOVE AIM NAME. NOTE 1 Deea 4115105 _ P.O. BOx 1529 NOKOM/0 FL 34274 Visibly Better D.aaaata, ANCHORAGE DETAILS, HEAD ALUM. SL /DING GLASS DOOR, IMPACT sew 5007300 1/4 15 - 17 w --,v M, 4406 -1 Fa. E Lobs 4.. fumes. P.E. PE #58201 Mechanical 1 1/2" MIN. --.1 #12 SCREW SEE NOTE 5, SHEET 15 1/4" MAX. SHIM ---I I--- 1x WOOD BUCK SEE NOTE 2 SHT. 15 1/4" TAPCON SEE NOTE 1 SHT. 15 WOOD SEE NOTE 2 SHT. 15 1 1/4" MIN. 1 1/2" MIN. --.1 #12 SCREW SEE NOTE 5, SHEET 15 SCREEN _ FRAME 1/4" MAX. SHIM —11---- 1x WOOD BUCK SEE NOTE 2 SHT. 15 ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL (CONCRETE) 114" SHIM MAX. ORIGINAL 2 -TRACK FRAME JAMB INSTALLATIONS 1x WOOD BUCK SEE NOTE 2 SHT. 15 1/4' TAPCON SEE NOTE 1 SHT. 15 SCREEN FRAME Road BY FJL Repay F.K. Grew" By F.K 1 1/4" MIN. • (CONCRETE) 1/4° SHIM MAX - - * - 4 omen Kariba- 4112/06 E Pale Rerisloar 4/505 D Oa*. Revv"ws 157404 C Dare Geeleder 6118/04 J.J. • 1/4" TAPCON SEE NOTE 1 SHT. 15 2x WOOD SEE NOTE 2 SHT. 15 1 1/4" MIN. •ti: {CONCRETE) 1/4' SHIM MAX. 2 -TRACK FRAME JAMB INSTALLATIONS #12 SCREW SEE NOTE 5, A SHEET 15 SCREEN FRAME 1/4° SHIM MAX --**-1}-*-- r-- 3 -TRACK FRAME JAMB INSTALLATIONS 1 1/2" MIN. 2x WOOD SEE NOTE 2 SHT. 15 #12 SCREW SEE NOTE 5, A SHEET 15 SCREEN FRAME 1/4" SHIM MAX. -11- -- 1x WOOD BUCK SEE NOTE 2 SHT. 15 1/4" TAPCON SEE NOTE 1 SHT. 15 SCREEN FRAME 1 1/2" MIN. 2x WOOD SEE NOTE 2 SHT. 15 1 1/4" MIN. . (CONCRETE) 1/4" SHIM MAX. 4 -TRACK FRAME JAMB INSTALLATIONS 4.1 u INTERIOR (ALL SECTIONS) EXTERIOR PRODUCT REVISED a with the Mee& Balding A¢aar Ne ADO ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL AND NOTES REF ADO 35 4. TRACK AND AL TERNA1E2- TRgCKOPITONS NO CHANGE THIS SHEET Oster 4/15!06 f 1070 TECHNOLOGY DRIVE NOKOI4IS. FL 34275 A.U. BOX 1529 NOKOMIS. FL 34274 ANCHORAGE DETAILS, JAMB ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better SG0730 svr 1/4 Meet Cram; 6 * 17 4406 -1 L+was 1 Mme%. P.E PE 058201 Mechanical SCREEN FRAME 1/4' MAX SEE NOTE 1 #12 SCREW, SEE NOTE 5, SHT 15 SCREEN FRAME 1/4° MAX. SEE NOTE 1 L T 1/4' TAPCON SEE NOTE 1 SHT. 15 1 1/2' MIN. & #12 SCREW, SEE NOTE 5. SHT 15 SCREEN FRAME 1/4' MAX. SEE NOTE 1 & #12 SCREW, SEE NOTE 5, SHT 15 SCREEN FRAME --I • 1 1/2' MIN. 1/4" MAX. SEE NOTE 1 2x WOOD 1 wOOD et NO Z SEE NOTE 2 SHT. 15 SCREEN SHT. 15 FRAME • (CONCRETE) f 7 • - • . • • 4-TRACK FRAME SILL INSTALLATIONS A ANCHORS ARE STAGGERED 1' MIN. AT P-HOOK ANCHOR EMBEDMENT AT P-HOOK: 1/4" TAPCON -1 1/4° MIN. 1/4' CRETE-FLEX -1 3/4" MIN. 1x WOOD BUCK (CONCRETE) SEE NOTE 2 (CONCRETE) 1 1/4° SHT. 15 1 1/4° 3/8" MIN. 3/8' MIN.--1:1 MIN. 3/8" MIN. ••• '.:- 1/4" TAPCON T - 1/4" TAPCON (SEE NOTE 1) (SEE NOTE 1) SHT. 15 SHT. 15 1/4" MAX. SEE NOTE 1 1 1 1/4" TAPCON SEE NOTE 1 SHT. 15 (CONCRETE) • 1 1/4" MIN. . . 3-TRACK FRAME SILL INSTALLATIONS #12 SCREW SEE NOTE 5. SHT. 15 1/4" MAX. SEE NOTE 1 /6, ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL •</f=1 EXTERIOR INTERIOR* (ALL SILL SECTIONS) #12 SCREW, SEE NOTE 5, SHT. 15 TYPICAL POCKET P-HOOK INSTALLATIONS INTERIOR (ALL P-HOOK SECTIONS) EXTERIOR NOTE: 1. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED. GROUT OR OTHER MAIL (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. 1/4' MAX. SEE NOTE 1 2x WOOD SEE NOTE 2 SHT. 15 1/4' MAX. SEE NOTE 1 1 1/2" MIN. 1/4" TAPCON SEE NOTE 1 SHT. 15 2. WOOD SEE NOTE SHT. 15 • 1 1/4" MIN. (CONCRETE) 2-TRACK FRAME SILL INSTALLATIONS 1/2" MIN. 2x WOOD SEE NOTE 2 SHT. 15 1/4" TAPCON SEE NOTE 1 SHT. 15 • .1 1/4" MIN. (CONCRETE) ORIGINAL 2-TRACK FRAME SILL INSTALLATIONS PRODUcT Rev isErs as complytag lath itz Harkis Wading Cafk fb=ist:au Xtgitm, Roma By. Mar F.K. 4112106 Itma ity F.K. 44505 Or F.K. 10/7,04 Damoily ONK F.K. 6/18104 Rensions. AOOALTERNATEZ TRACK FRAME WFSGREENRAII. AND FLHOOK mune. ADD 3 3 4-7RACK. ALTERNAT E 2•TRACK OPTIONS AND GROUT NOTE 1. NO CHANGE THIS SHEET Checked 147. Oaft, J.J. 4/15/05 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOK 1529 NOKOMIS. FL 34274 IP lr Ow:NSW ANCHORAGE DETAILS, SILL & POCKET P-HOOK ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better .lenealf mho SGD730 17 - 17 4406-1 Thrnet, P.E Pt #58201 Mechanical