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REV-16-1700AO* .1)1/4 Miami Shores Village_'.t=JVED Building Department I JUN 17 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 1.13\1) ___64_0.-• Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. WS -2-16-479 PERMIT APPLICATION Sub Permit No 6"— �� X ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION El RENEWAL PLUMBING ❑ MECHANICAL 0PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1255 NE 95 STREET City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#:11-3206-014-4000 Occupancy Type: Load: Construction Type: Is the Building Historically Designated: Yes NO OWNER: Name (Fee Simple Titleholder): BLAINE WILLENBORG Address: 1255 NE 95 STREET Flood Zone: BFE: FFE: Phone#: City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: N/A ! Phone#: N/A Email: N/A 1 CONTRACTOR: Company Name: THE COMPANIES OF R&S INC Address: 8715 SW 129 TERR Phone#: 305-256-6666 City: MIAMIState: FL Zip: 33176 Qualifier Name: JACK DOWNEY Phone#: 305-256-6666 State Certification or Registration #:`CGC016750 Certificate of Competency #: DESIGNER: Architect/Engineer: AL-FAROOQ CORP / JAVAD AHMAD Phone#: 305-264-8100 Address: 9360 SUNSET DR #220 City: MIAMI State: FL Zip: 333173 o� Value of Work for this Permit: $4 41500 ""d-2- Footage of Work: Type of Work: ❑ Addition ❑i Alteration ❑ New ■❑ Repair/Replace ❑ Demolition Description of work: REMOVE AND REPLACE EXISTING WINDOWS AND DOORS BY CGI IMPACT WINDOWS & DOORS /,' a New 49, ESTf?T - 7.vst 0,4 16oSi„lG 17ook2C0-5) (rarcerWLLtot.1.2 K o ''� 1Z�.cCarcrC 22w W-32 W-27,vr�N•Z6 ,.j✓D vv -3a fN 01-Z7. 14 5.4P /f 4✓04,v. l'!7a -& CO.m 11-411-L O'JS . Specify color of color thru; t►le: ' Submittal Fee $ '- Scanning Fee $ T - CO Radon Fee $ --) , 12: DBPRR $$ • 1 . (2 . Notary $ Technology Fee $ ,� Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ a�' C3O Permit Fee CCF $ O. b0 CO/CC $ (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City State Zip Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 OWNER or AGEN The foregoing instrument as acknowledged befor e this day of y who is ersonally kn. to Signatu CONTRACTOR f rego' : instrumen was acknowledged befor = me thi di'c( of 20 L►� ho is personally k me or who has produceas me or who has produc identification and who did take a oath. NOTARY PUBLIC: Sign: Print: Seal: Notary Public State of Florida Julianne Press y I My Commission FF 188637 o, Expires 01/31/2019 by n to identification . nd who did r4 an oath. NOTARY P IC: as Sign: f� Print: Seal: Notary Public State of Florida Julianne Press or n4My Commission FF Expires 01/31/2019 188637 ********************************************************** ***************** * ********* APPROVED BY (Revised02/24/2014) e2A)Ito Plans Examiner Structural Review Zoning Clerk AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT June 16, 2016 AFC #: 16-0710 Mr. Jack Downey R & S Windows 8715 SW 129th Terrace Miami Shores, FL 33138 Ref: Willenborg Residence 1255 NE 95th Street Hialeah, FL 33013 Sub: Anchoring CGI -480 Outswing Door into existing metal structure (NOA #: 14-1103.08) Anchoring SMS screws into CGI Aluminum Tube Mullion into metal (NOA #: 14-0420.08) Dear Mr. Downey, In regards to the above mentioned project, the use of #14 SMS Grade 5 anchors into steel instead of the ones approved by the above mentioned NOA's, is structurally adequate supposing full engagement into the existing steel structure and spaced as per the above mentioned approval's. The above is subject to approval by building official of jurisdiction. Please feel free to contact us if you have any questions. •• • • • • . .. ••• .. • • • •• • • • ••• • ••• • • •• • .. .. .. • Javad Ahmad, P.E. Chief Engineer 9360 Sunset Drive STE 220 I Miami, ••• 3173 L105164.8100 F: 305.262.6978 I www.afceng.com I alfarooqPafceng.com ••• • • • ••• • • PROPERTY OWNER: PROPERTY ADDRESS: BLAINE J. WILLENBORG RESIDENCE 1255 NE 95TH STREET MIAMI SHORES, FL 33138 WINDOW/DOOR SCHEDULE DATE: 01/15/16 OPENING DESCRIPTION OF WINDOWIDOOR UNIT TYPE PRODUCT ACCEPTANCE NO. FRAME GLASS NOA PRESSURE OPENING PRESSURE OPENING MULLION REO MULLION MULLION SHUTTER REO COLOR TYPE IMPACT COLOR THICKNESS (+) PSF (-) PSF (+) PSF (•) PSF SIZE Y/N NOA SIZE Y/N W-1 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -57.6 37x79 - - - N W-2ab SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 1"LIG 75 -75 53.1 -71.1 28x79 YES 15-0420.08 1x2Y,x82 N W-3ab SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 1"LIG 75 -75 53.1 -71.1 28x79 YES 15-0420.08 1x2Yax82 N _W-4 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -57.6 19x40 _ - -"_ - N W-5 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -71.1 37x52 - - - N W-6 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -71.1 37x52 - - - N W-7 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -57.6 19x40 - - - N W-8 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -71.1 39x41 - - - N W-9 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -71.1 39x41 - - - N W-10 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -57.6 31x60 - Y Y Y Y N W -11a HORIZONTAL ROLLER XOX 15-0512.05 WHITE FLANGE YES CLEAR LOE 3/4"LIG 60 -60 53.1 -57.6 111x54 YES 15-0420.08 2x4x113 N W -11b HORIZONTAL ROLLER XOX 15-0512.05 WHITE FLANGE YES CLEAR LOE 3/4"LIG 65 -65 53.1 -57.6 111x26 YES 15-0420.08 2x4x113 N W -12a HORIZONTAL ROLLER XOX 15-0512.05 WHITE FLANGE YES CLEAR LOE 3/4"LIG 60 -60 53.1 -57.6 111x54 YES _ 15-0420.08 2x4x113 N W -12b HORIZONTAL ROLLER XOX 15-0512.05 WHITE FLANGE YES CLEAR LOE 3/4"LIG 65 -65 53.1 -57.6 111x26 YES 15-0420.08 2x4x113 �N W -13a HORIZONTAL ROLLER XOX 15-0512.05 WHITE FLANGE YES CLEAR LOE 3/4"LIG 60 -60 53.1 -57.6 111x54 YES 15-0420.08 2x4x113 N W -13b HORIZONTAL ROLLER XOX 15-0512.05 WHITE FLANGE YES CLEAR LOE 3/4"LIG 65 -65 53.1 -57.6 111x26 YES 15-0420.08 2x4x113 N W-14 HORIZONTAL ROLLER XOX 15-0512.05 WHITE FLANGE YES CLEAR LOE 3/4"LIG 61.6 -61.6 53.1 -57.6 81x60 YES 5-04 1.08 2 4x60 N W-15ab HORIZONTAL ROLLER OXXO 15-0512.05 WHITE FLANGE YES CLEAR LOE 3/4"LIG 60.2 -60.2 53.1 -57.6 69x60 YES 15-1420.1: x2 . •0 N W-16ab HORIZONTAL ROLLER OXXO 15-0512.05 WHITE FLANGE YES CLEAR LOE 3/4"LIG 60.2 -60.2 53.1 -57.6 69x60 YES 15-0420.08 1x2%x60 N W-17 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -57.6 37x79 - - - N W-18 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -57.6 37x79 - - - N W-19 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -57.6 37x79 - - - N W-20 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -71.1 37x53 - - - N W-21 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -71.1 37x53 - - - N W-22 CASEMENT X 15-0512.19 WHITE FLANGE YES CLEAR LOE 3/4"LIG 64.8 -64.8 53.1 -57.6 37x53 - - - N W-23 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -57.6 37x53 - - - N W-24 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -57.6 37x39 - - , - W-25 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -71.1 37x53 - -' - W-26 CASEMENT X 15-0512.19 WHITE FLANGE YES CLEAR LOE 3/4"LIG 64.8 -64.8 53.1 -57.6 37,(53 • • • • -, - N W-27 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 •53.1 • 99'1.1• • :743 :: IP-- - I - N W-28 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 3/4"LIG 75 64.8 -75 -64.8 •41 •531" •W.6=• • •557.6 4 : 97x3 •: • 37953 • • • II-. •- - I I - - N N W-29 CASEMENT X 15-0512.19 WHITE FLANGE YES CLEAR LOE W-30 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -71.1 37x53 - - - N W-31 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 53.1 -57.6 37x53 • - • - - - N W-32 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 p.1• • -71.1 • 37.63 -1 - N W-33 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 •• -75 • 93.1 • -5 6 • • 1939 • • • • 1 - I - N W-34 SINGLE HUNG 0/X 15-0512.10 WHITE FLANGE YES CLEAR LOE 3/4"LIG 75 -75 98.1 • • -71.1 I' • • 19 9 • • - • •� D-2 DOUBLE DOOR XX 14-1015.04 WHITE FLANGE YES CLEAR LOE 7/16"Lami 80 0• -80 53.1 -57.6 47x80 - YM-(nr's(T‘ N D-3 SINGLE DOOR X 14-1015.04 WHITE FLANGE YES CLEAR LOE 7/16"Lami 80 -80 53.1 -57.6 37x86 15-0420.08 2x4x87 N ,,,,,,?4,<� I E O`g�`(,,,,' 10' pY4 �� • N ES CL • R L • E 711. "Lam' :0 -80 5(9'.4 • •-57.6 • 3 86• • • •YES • YES • 15-0420.08020' 2x4x87 N D-5 SIwR 03.08 W I FLA GE YE C EAR LOE 7/ 6 L i 7 -1%OC.6 ice• 0.1 S • •(moi X15-W20.X '2x4x80 YN Y ` Confidential replace new 450 Estate Door Noa:14-1103.08 instead of 160 Single Door. Permitting Coordinator Replace new size mullion 2g4 instead of 2x6 Page 1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reservetheright 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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "238" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series -238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, 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 Section. 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, model/series, 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. e—NOA— mmber—preceded—by-the—words—Miami-Dade-Ceunty, Flerida; aand 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. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 S W 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidnde.eov/economy INSPECTION: A copy of this entire NOA shall Ile. pu ided to; he•u§er ¢y the manufacturer or its distributors and shall be available for inspection at the:job sitPattip ipgpett Qf the Building Official. This NOA revises NOA# 14-0506.01 and consists of tlfis paw].'add $v;dd1•c$ pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMFDADE COUNTY APPROVED cetP5 • ... • . • .. • . . . . . . . • . •. . •• •• • . • • . • • •• NOA No. 15-0512.19 • ••• • • • Eat'p1ration Date: October 26, 2018 Approval Date: September 17, 2015 ... . . . . ... . • Pagel • • . . . . . • • . . .•. . • . • . . • .. . . • . • .. .. . . . •. •• •.• . • . ... . . CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) 2. Drawing No. W98-100, titled "Series -238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1; 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS. 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact, Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulatingglass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 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- mpact Test per FBC, TAS 201 9 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by geftjteCI 't'e3tipg;Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, !ripe ind sealed Ramesh C. , P.E. (Submitted under previous NOA # 14-0506.01). • • • • • • • • • • Manuel Pe' E. • • • •• • • Pxojluct Control finer • • • • • .. • • • • •. • •.•••• �• • •; NOA No. 1 =i 12.19 • Exelratioif Date: October 26, 2018 Approval Date: September 17, 2015 E-.11.• •• •• •• •• •••• • 1..]. .. •• •• • • ••• CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted under NOA # 12-1220.14) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. Test reports on: 1) -Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. 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 casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submittedun •. ••• • . • • . •• • • Y • • • • • • • • • • `i• • •• ••• •• • • • .••• • . . . • . • • .• . . . • .. . ••• Manuel Pere • • • • • Product Control Ex Vii' er •• • • • •• •• NOA No. 15-0 12.19 • • Expiratioir Date: October 26, 2018 Approval Date: September 17, 2015 E-2 •.. . • . • ••. • . • . • • • . • • • . . ••• • • • • . . • • . . • . • . •• •• • • • •• .. ... . • • ••• • • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NDA # 96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) GIass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4, Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16_ •. .•0 . • • • • .. • •••1•.S•• • . • • • . •• • • • .• ••• •• . • .•• • ••• • Manuel Pere • • • • • �• Pralluct Control Ex= min r • . i • • • • • . • • •• • • • • • • NOA No. 15- I .19 • • • • • 04/41 • • EpitatioitDate: October 26, 2018 Approval Date: September 17,2015 E-3 .•• • . • • ••• • • • 1 • • • • • • •• • ••• • • • • • . • • • • • • . • •• •• • • • •• •• 0400 • • • .0• • • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 5"' Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) - 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and ex •• ••• • • • • • •• • •••,••••• •• • • •• • • • •• • • • Manuel ' ere • • . �• • �•• • Product Control Ex• , ,r • • • • • • • • • • • • • • • • • • • • NOA No. 15-0 2.19 41 . • • • • • • • • Expira tioit Date: October 26, 2018 Approval Date: September 17, 2015 E-4 ••• • • • • ••• • • • • •• •• •• • • • • • • • ••• • • • • r • • • .• • • • • • •• •• • • • •• •• ••• • • • 000 • • MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors, Inc. 10100 N. W. 25'" Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "450" Aluminum Outswing glazed Doors w/wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W98-01 Rev M, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 1.3, 1.4, 2, 2.1, 2.2, 2.3, 3, 3.1, 4, 5, 6, 7, 7.1 and 7.2 of 7, prepared by Al-Farooq Corporation, dated 10-27-97 and last revised on SEP 02, 2015, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revisit stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings in sheets 1.1, 5, 6, 7 and 7.1 for unit sizes Vs lock options, mullion type, door/ sidelite, glass / sill types and anchors. Lower Design Pressure shall control. The XX door in sheet 1_3 is a standalone unit. 2. For mulled units lower Design pressure of doors or mullion shall control for entire assembly. 3. Sills (threshold) types SS -1 & SS -2 are not rated for water infiltration. See thresholds (sills) and glass type Al (True muntin) limitations notes, in sheet 6. Lock 10D or 10E is limited to max 38-9/16 W x 94-7/8 H door. 4. See Partial 7/16" & 1" Composite panels in sheet 6. Narrow stile sidelites are limited to 18" or less. 5. The frame are of alternate size must not exceed 125 ft', nor panel tested area and inax. Panel height. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewS1 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 advertisinefitetnrc. glut); Rortion.af the NOA is displayed, then it shall be done in its entirety.• • INSPECTION: A copy of this entire NOA slf�lt b811tovitied 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 # 12-0706.03 consists ot+tts page 1 and,evidence pages j-1& E-2, as well as approval document MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamid ade.eov/economy mentioned oned ab ove. The submitted documentation was reviewedIsIaq Iy�j�anjla, P.E. • by• • MIAMI•DADE COUNTY 1 yjls 1 APPROVED .. • . . . . ... • . . . . • . •. . . • •• •• . • .. • •. .. • . . .. ... ••. . • • •.. . • NOA No. 14-1103.08 Expiration Date: November 09, 2016 Approval Date: September 10, 2015 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No.W98-01 Rev M, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 1.3, 1.4, 2, 2.1, 2.2, 2.3, 3, 3.1, 4, 5, 6, 7, 7.1 and 7.2 of 7, prepared by AI-Farooq Corporation, dated 10-27-97 and last revised on SEP 02, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #12-0706.03/#ll-1025.02/#09-0723.04) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S -I only) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum In swing / Outswing door w/wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-0080-0304-11 dated 11/28/2011 and HTL-0080-0902-11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B-5234.02-450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94. Along with manufacturer's parts and section drawing marked -up drawings of aluminum out/in swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-97055 (0080-912-97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202-94, specimen #4, 5A, 5B, 5C tested per PA201-94 & PA203-94, signed and sealed by Timothy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-01071 (0080-0402-02) dated 04/01/2002 tested per PA201-94 & PA203-94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09-0723.04). Original tests conducted per SFBC, PA 201,202 &203-94 now knortn asFlie,�TptS' 201,;202 203-94. • ..•••••.. . • .. .•. .. . . • .. Isco..) 1. Lt,,,, Ishaq I. Chanda, P.E. •• • • • • • • • Product Control Examiner • . . .• . .• . •• • • • •• • •• •• NOA No 14-1103.08 •• • . • . . .• . • • •• • • • Expiration Date: November 09,2016 •• • • • Approval Date: September 10 , 2015 E-1 ••• • . • • •.. • . • . . . . • . . •.. . . . . . . . • • • . • ..• .. . • . ..• .. •.. . .• .• .•. . . CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue): 3. Reference Certified Testing Laboratories test report # CTLA 3056WA, issued to CGI Windows & Doors Inc. pert TAS 201, 202 and 203-94 for specimen #1 thru #30 for laminated PVB glass, insulated PVB laminated glass with Duraseal and super spacers, signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5't Edition), prepared by Al Farooq Corporation, dated 10/27/14 and last revised on AUG 27, 2015, signed and sealed by Javad Ahmad, P.E. 2. Additional intermediate horizontal mull calculations, prepared by Al Farooq Corporation, dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.E.(Submitted under file # 11- 1025.03) 3. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) (Former Solutia, Inc.) for the "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) (Former Solutia, Inc.) for the "Saflex Clear and Color Glass Interlayers", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition) and Ietter of no financial interest, prepared by Al Farooq Corporation, dated 09/30/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This NOA revises # 12-0706.03, expiring on November 09, 2016. 2. Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane Testing lab). 3. Test proposal dated 12/10/14 appreygdbx /Vt. and Test proposal # 10-0940, dated 11/17/10 approved by BNP, • •• Ishaq I. Chanda, P.E. • •• • • • •• •• Product Control Examiner • • . . . . . • . •• • • •• •• • NOA No 14-1103.08 .. . • • . . .. . • ..• . . . Expiration Date: November 09 2016 .. . ••• . .. . Approval Date: September 10 , 2015 E-2 ... . . . • •.• . . • . . • • . • . . ... . . . . . • . . • . • • .. •. . . . .• .• . . . •.. • . W-8 SH 39x41 PSF +53.11-71.1 NOA: 15-0512.10 W-7 SH 0 19x40 PSF +53.11-57.6 NOA: 15-0512.10 W-6 SH -1111111.- 37x52 - -37x52 PSF +53.11-71.1 NOA: 15-0512.10 GARAGE DOORS TO REMAIN 1 STORAGE BATH W-5 . SH 37x52 PSF +53.11-71.1 NOA: 15-0512.10 D-2 DD 47x80 PSF +53.1 -57.6 NOA: 14-1015.04 KITCHEN W-4 SH 19x40 PSF +53.11-57.6 L NOA: 15-0512.10 W-3ab SH 28x79•• •• • •• • PSF )11 1 �IOA: !C-041401 •• ••• •• BATH W-9 SH 39x41 PSF +53.11-71.1 NOA: 15-0512.10 w-10 SH 31x60 PSF +53.11-57.6 NOA: 15-0512.10 D-3 SD 37x86 PSF +53.1 -57.6 NOA: 14-1015.04 W -11a HR 111x54 XOX PSF +53.11-57.6 NOA: 15-0512.05 W -12a HR 111x54 XOX PSF +53.11-71.1 NOA: 15-0512.05 FIRST FLOOR CITY COP • ALL NEW WINDOW SHALL MEET EGRESS REQUIREMENT AS PER F.B.C. 2014 • ALL NEW WINDOW & DOOR SHALL COMPLY WITH SAFE GUARDS REQUIREMENT AS PER F.B.C. 2014 FOYER OFFICE • l MILLION N00: 15-0420.08 • • • 1 • • • 7 • ••• • ••• • • • . • . • • . • • . • .. •• • • .•• • • •• • • • •• •• • • • •• • • ••• • • •• • • ••• •••..•••••• • • . . • • . . . • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •.• • • • ••• • • SIZE: .2%460 W -11b NN 111426 XOX PS5.51.14576 NOA:35-0522.05 DINING ROOM ENTRY MULLION NO*: 15042006 SIZE: 2444112 MULLION NOA: 15-0420.66 SIZE: 24446) W -13a HR 111X54 XOX PSF +53.11-71.1 NOA: 15-0512.05 D-4 SD 37x86 PSF +53.1 -57.6 NOA: 14-1015.0 D-5 SD 33x92 PSF +53.1 -57.6 NOA: 14-1103.08 LIVING ROOM w-1 W-2ab SH SH 37x79 28x79 PSF +53.11-57.6 PSF +53.11-71.1 NOA: 15-0512.10 NOA: 15-0413.03 D-1 TO REMAIN W-19 SH 37x79 PSF +53.11-57.6 NOA: 15-0512.10 I W-18 SH 37x79 PSF +53.11-57.6 NOA: 15-0512.10 MULLION NOA: 15-0420.08 SIZE: 244460 FAMILY ROOM MULLION N00:15-0420.08 SIZE: 142%460 16b 16a HR • 69x60 oxxo PSF +53.11-57.6 NOA: 15-0512.05 W-17 SH 37x79 PSF +53.11-57.6 NOA: 15-0512.10 15a -411111---1 HR 69x60 oxxo PSF +53.11-71.1 NOA: 15-0512.05 15b - --- Project: WILLENBORG RESIDENCE 1255 NE 95TH STREET MIAMI SHORES, FL 33138' COUNTY and CITY: Miami -Dade County MIAMI SHORES Drawn by: Jose Eduardo Perez Permitting Specialist LEGEND: All escape windows shall provide a Clear opening of not less than 5.7 SQFT The width shall be not less than 20" and The height shall not be less than 24". The bottom of the opening shall not be More than 44" above finished floor Notes: Remove and Replace existing windows/doors • SD: Single Door • DD: Double Door • SGD: Sliding Glass Door • FGD: Fiberglass Door • SH: Single Hung • HR: Horizontal Roller • CSMENT: Casement • FIXED: Fixed • PO: Project Out • ST: Store Front A 1 N.T.S. n W-30 SH 37x53 PSF +53.11-71.1 NOA: 15-0512.10 EGRESS W-24 SH 37x39 PSF +53.11-57.6 NOA: 15-0512.10 • • • •• •. • •• ••• • • • • • •• • • W-29 CSMENT 37x53 PSF +53.11-57.6 NOA: 15-0512.19 EGRESS B E D R 0 0 M 1 W-31 SH 37x53 PSF +53.11-57.6 NOA: 15-0512.10 EGRESS J W-33 SH 19x39 PSF +53.11-57.6 NOA: 15-0512.10 • ALL NEW WINDOW REQUIREMENT AS • ALL NEW WINDOW COMPLY WITH SAF AS PER F.B.C. 2014 SHALL MEET EGRESS PER F.B.C. 2014 & DOOR SHALL E GUARDS REQUIREMENT W-28 SH 37x39 PSF +53.11-57.6 NOA: 15-0512.10 W-34 SH 19x39 PSF +53.11-71.1 NOA: 15-0512.10 III BATH BATH MASTER BEDROOM MASTER BATH 1 1 •••• • • • • • 0 •_• • • £ • • • • •• •• •• • •• .•• ••• 0 •• • W-22 CSMENT 37x53 PSF +53.11-57.6 NOA: 15-0512.19 EGRESS 1 • •• •• • • • • • s • •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BEDROOM W-25 SH 37x53 PSF +53.11-71.1 NOA: 15-0512.10 EGRESS W-23 SH 37x53 PSF +53.11-57.6 NOA: 15-0512.10 W-27 SH 37x53 PSF +53.11-71.1 NOA: 15-0512.10 EGRESS W-32 SH 37x53 PSF +53.11-71.1 NOA: 15-0512.10 EGRESS W-21 SH 37x53 PSF +53.11-71.1 NOA: 15-0512.10 EGRESS W-20 SH 37x53 PSF +53.11-71.1 NOA: 15-0512.10 EGRESS Windows relocation W-22 with W-32 W-27 with W-26 and W-30 with W-29 SECOND FLOOR Project: WILLENBORG RESIDENCES 1255 NE 95TH STREET MIAMI SHORES, FL 33138 COUNTY and CITY: Miami -Dade County MIAMI SHORES Drawn by: Jose Eduardo Perez Permitting Specialist LEGEND: All escape windows shall provide a Clear opening of not less than 5.7 SQFT. The width shall be not less than 20" and The height shall not be less than 24". The bottom of the opening shall not be More than 44" above finished floor Notes: Remove and Replace existing windows/doors • SD: Single Door • DD: Double Door • SGD: Sliding Glass Door • FGD: Fiberglass Door • SH: Single Hung • HR: Horizontal Roller • CSMENT: Casement • FIXED: Fixed • PO: Project Out • ST: Store Front A 2 N.T.S. TYPICAL ELEVATIO\S 120-3/4" MAX. 1-5 SADDLE SILL SERIES 450 ALUMINUM OUTSWING GLAZED DOORS WITH OR WITHOUT SIDELITES 74-1/2" 6 7/8" LOCKING OPTIONS SEE CHART SHEET 1.1 LH CONFIGURATIONS SHOWN RH SIMILAR 1- w � w n NOTE: o EGRESS REQUIREMENTS TO 8E REVIEWED N - d••• BY BUILDING OFFlCIAL. •• N • • • woo .1 • nQ 0 12- N ti MAX. FRAME WIDTH MAX. FRAME AREA LIMITED PER FBC 2014 • • • • • • • ••• • •• • •• • • • MULTIPLE SIDELITES W/ DOORS • • • .WITHIN •TESTW.F13AME. ;ARE,: 4Rt A\ AtL, BLE : S` :4 STE TQ) • • • • • • •125 €Q.• T..4 s-rE'b •: FRAME AREA • • • • •• • • • • • • • • FRAME WIDTH 11 1/4" D.L. OPG. WIDTH ark v D.L. OPG. WI TH 6 7/6" n co w L 149" TESTED FRAME WIDTH FRAME WIDTH <XX) 000R/SIDELITE PANEL WIDTH �\ 26-9/16' 50-1/2' 23-3/4' 12-3/4' D.L. /I / . \ /. \ \ 38-9/16' D.L. OPG. HEIGHT rG 120-3/4" MAX. 24--3/4' , 4 \ \-4C� \ \ \ \ \ \ \ \ \ \, \\ \ 1 \\ / / / / / / / / / / / / 93-3/8' �/ 1 INACTIVE 99-3/8' 120-3/4' ‘11 ACTIVE � w L 149" TESTED FRAME WIDTH oxxo (SSISS2' S 120-3/4" MAX. FRAME HEIGHT .01 113-1/16" HINGES E SHEET 1.1 FRAME WIDTH e-4 // / / / } / / / / / / / / l\\ // ACTIVE 4 FRAME WIDTH <X) FRAME WIDTH <XX) 000R/SIDELITE PANEL WIDTH D.L. OPG. WIDTH 26-9/16' 50-1/2' 23-3/4' 12-3/4' D.L. OP' . 18-3/4' 38-9/16' 1X11\\ / 35-3/4' 24--3/4' \ \\/ // /Y I A \\ \ 1 \\ 41-3/4' 30-3/4' 93-3/8' 114-3/4' 112-7/8' 99-3/8' 120-3/4' 118-7/8' 105-3/8' / / / / / / / / j _ \\\\\ D.L. OPG HEIGHT= • • • • • /- // • • •� r ••• • 1r • • • • • • \ // \'/ \\ \ \\ \ \ \ \ 4 3 / / / / / / / / / INACTIVE • • • •�• • • •• • 1 ACTIVE \ti% oxxo (SSISS2' S 120-3/4" MAX. FRAME HEIGHT .01 113-1/16" HINGES E SHEET 1.1 FRAME WIDTH e-4 // / / / } / / / / / / / / l\\ // ACTIVE 4 FRAME WIDTH <X) FRAME WIDTH <XX) 000R/SIDELITE PANEL WIDTH D.L. OPG. WIDTH 26-9/16' 50-1/2' 23-3/4' 12-3/4' 32-9/16. 62-1/2' 29-3/4' 18-3/4' 38-9/16' 74-1/2" 35-3/4' 24--3/4' 44-9/16' 86-1/2' 41-3/4' 30-3/4' FRAME HEIGHT DODR/SIDELITE PANEL x HEIGHT D.L. OPG. HEIGHT 82-3/4' 80-7/8' 67-3/8' 84-3/4' 82-7/8' 69-3/8' 90-3/4' 88-7/8' 75-3/8' 96-3/4' 94-7/8' 81-3/8' 102-3/4' 100-7/8' 87-3/8' 108-3/4' 106-7/8' 93-3/8' 114-3/4' 112-7/8' 99-3/8' 120-3/4' 118-7/8' 105-3/8' "' HEIGHTS FOR STD. THRESHOLD oxo LEGEND —0 — OUTSWING DOOR DETAIL — ITEM DESCRIPTION (see sheet 2 of 7) PROAUC f REVISED as complying wills tit( Florida lf1saiRXCoda �rr.�la og AcecpintuY Nu Bxplratiti D lid I ial-Pok Castrol FRAME HEIGHT = PANEL HEIGHT + 1-7/8" (STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1-5/8" (AOA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2.8125" STEPS TO USE CHARTS: 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2014 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD FROM SHEET 6 AND LOCK OPTIONS FROM SHEET 1.1. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHARTS ON SHEETS 1.1, 5 & 6. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEETS 7 & 7.1) 6. FOR MULLED SID£LITE REFER TO MULLION CAPACITY ON SHEET 5. 7. LOWER DESIGN PRESSURE FROM LOCKS CHART, PANEL PERFORMANCE CHART, MULLION PERFORMANCE CHART AND ANCHOR CAPACITY CHARTS AT MULLION AND MTG. STILE ENDS SHALL CONTROL THE ENTIRE SYSTEM. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. DWG. NO.: W98-01 revisions: J 06.29.12 N 10.02.14 C 04.10.15 M 05.13.15 HO CHANGE THIS SHEET HO CHANGE 1HIs SHEET NO CHANGE THIS SHEET REV. PER RER COMMENTS Engr: JAVA!) AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 r.r 21015 EDi Windows and Doors, Inc. 10100 northwest 25 street miomi, ftorida 33172 product Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 1 of 7 TYDICAL ELEVATIO S 0 N 38-9/16" MAX. FRAME WIDTH I FRAME HEIGHT 10A IOAA SOB IOC & IOCC IOD Sc 10E 10 F FRAME HEIGHT EXT.(+) 0 EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) X OR 0 LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) TRUE HORIZONTAL MUNTIN (1 OR MORE PER DOOR OR SIDELITE PANEL) LOCK OPTIONS AND CAPACITY 74-1/2" MAX. M 0 OPTIONAL TRUE MUNTINS DOOR OR SIDELITE w w z 0 0 J U 0 FRAME WIDTH 13 POINT LOCK 12 10A IOAA SOB IOC & IOCC IOD Sc 10E 10 F FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 84-3/4" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 80.0 80.0 100.0 110.0 96-3/4" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 70.0 70.0 90.0 90.0 108-3/4" - - 100.0 110.0 100.0 110.0 - - -- - 90.0 90.0 120-3/4" - - 70.0 70.0 70.0 70.0 - - - - 70.0 70.0 74-1/2" MAX. M 0 OPTIONAL TRUE MUNTINS DOOR OR SIDELITE w w z 0 0 J U 0 FRAME WIDTH 13 POINT LOCK 12 10A : COPPER CREEK W/ CGI 3 POINT 10AA : BALDWIN W/ CGI 3 POINT 10B : REGENT COMMERCIAL 3 POINT 1OC : BALDWIN SINGLE POINT LOCK 1OCC : COPPER CREEK SINGLE POINT LOCK 100 : DOR-0-MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 1OF : SURFACE MOUNTED LOCK z 0 no n 0 I w rn 0. Z o a c N wZ 44-1/2" MAX. • • 000 • • • .• • • • ••• • • •• •• ••• • • ••• • • • • • • • • XX 12 RESIDENTIAL HARDWARE • • • •• CO n m 3 74-1/2" MAX. FRAME WIDTH REGENT COMMERCIAL POINT LOCK / '/ /' / / / / 12 \\ 10B ACTIVE / //. / // / INACTIVE M 0 O U 0 -JU O 12 COMMERCIAL HARDWARE HINGE LOCATIONS • • MANX. FRAME HEIGHT / %/ // / YJ ; / /\ / 1 UPTO 90-3/4' 3 35 `\ 11er 4143.VE 90;3/4'• UPTO 120-3/4' \ \ \\ /. \ // \\ '/ / / / / / / //\\ / / / 44 1/2' \ \`/ \ \ j/\ ./ \ \`\ I ACTIVE / INACTIVE 10A : COPPER CREEK W/ CGI 3 POINT 10AA : BALDWIN W/ CGI 3 POINT 10B : REGENT COMMERCIAL 3 POINT 1OC : BALDWIN SINGLE POINT LOCK 1OCC : COPPER CREEK SINGLE POINT LOCK 100 : DOR-0-MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 1OF : SURFACE MOUNTED LOCK z 0 no n 0 I w rn 0. Z o a c N wZ 44-1/2" MAX. • • 000 • • • .• • • • ••• • • •• •• ••• • • ••• • • • • • • • • XX 12 RESIDENTIAL HARDWARE • • • •• CO n m 3 74-1/2" MAX. FRAME WIDTH REGENT COMMERCIAL POINT LOCK / '/ /' / / / / 12 \\ 10B ACTIVE / //. / // / INACTIVE M 0 O U 0 -JU O 12 COMMERCIAL HARDWARE HINGE LOCATIONS • • MANX. FRAME HEIGHT NO. REQD. MAX. SPACING UPTO 90-3/4' 3 35 1/2' 4143.VE 90;3/4'• UPTO 120-3/4' 4 44 1/2' FRAME HEIGHT = PANEL HEIGHT + 1-7/8" (s-rp iHRE6140L0) • FRAME HEIGHT = PANEL HEIGHT + 1-5/8" (ADA.THRESHOLD) • FRAME WIDTH = PANEL WIDTH + 2.8125" ••• • • • • • • •••• • • • • ••• • • ••••• • ••• •• • • • ••. • •• • •.• • 11:11444/:TH 3 HINGES LIMITED TO 100 PSF • • •• • • •• •.• • •• • ••• • :itFDWA • •• •. • DESCRIPTION gEP g .#,I 1Cog geSS a 0 N LEGEND -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) 152" MAX. FRAME WIDTH CGI DOORS (SEE SHEET 1) FRAME HEIGHT A 1 \ \\ \ \ \\ / %/'/\` // ' '/ / / / / 1r ` / / / /. / // 1 ' // / 5\ I FIXED ` \\ \\ (116) FIXED \ II P 00XX Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3530/ El"}02201 PRODUC f REVISED as complying with the Florid, boring Code Acceptance Ne /Y -/t J.t 'Nitrati'Nitration D.0i/iN O...lit4 Ltd wet Control DWG. NO.: W98-01 c - O Windows ors, Inc. 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 1.1 of 7 DOORS AND SIDELITES CAN BE GLAZED SQUARE OR OGEE GLAZING BEADS/ADA BULB VINYL CGI -382 3/16" ANN. GLASS .075" Interlayer Soflex CP With PET Core By 'Eostmon Chemicol Co.' OR .090" Interloyer SentryGlos By 'Kuroroy America, Inc.' 3/16" ANN. GLASS N BULB VINYL CGI -382 SILICONE GE -1200 DOW 995 DOW 899 3/16" HEAT STREN'D GLASS .075" Interloyer Soflex CP With PET Core By 'Eostmon Chemical Co.' OR .090" Interloyer SentryGlas By 'Kuraroy Americo, Inc.' 3/16" HEAT STREN'D GLASS GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS BULB VINYL CGI -382 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 1/8" OR 1/4" TEMP. GLASS AIR SPACE 3/16" ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemicol Co.' OR .090" Interlayer SentryGlos By 'Kuroroy America, Inc.' 3/16" ANN. GLASS m SILICONE GE -1200 DOW 995 DOW 899 GLASS TYPE Al'...; • • • • • •. 1" OVERALL INSUL. CAM. GLASS • • .. ... .. • .... 1- en ut SILICONE GE -1200 DOW 995 DOW 899 BULB VINYL CGI -382 3/16" ANN. GLASS .090" Interloyer Soflex Clear And Color Gloss By 'Eastman Chemical Co.' OR .090" Interlayer Butacite PVB By 'Kuraroy Americo, Inc.' 3/16" HEAT STREN'D GLASS 4011 ' 444hI 1- SILICONE GE -1200 DOW 995 DOW 899 GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS BULB VINYL CGI -382 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' ••41. • 0410 • • • • • • • • • • • •. • • . .••• 410 • • • . • • • . • • .. . •• . • • .•• . . . • . .. • . . . . • •• • 'leo • • • • • • • • . • ... • • • ••• • • • ••• • • .• • •• • 1/8" OR 1/4" TEMP. GLASS AIR SPACE 3/16" ANN. GLASS .090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemicol Co.' OR .090" Inter -toyer 8utacite PVB By 'Kuroroy Americo, Inc.' 3/16" HEAT STREN'D GLASS BULB VINYL CGI -382 .090 ALUMINUM SHEET 1/4" PLYWOOD .090 ALUMINUM SHEET SILICONE GE -1200 DOW 995 DOW 899 7/16" OVERALL COMPOSITE PANEL GLASS TYPE 'B1' 1" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS SILICONE GE -1200 DOW 995 DOW 899 N�'0'0 El. ori Y J s BULB VINYL CGI -382 .090 ALUMINUM SHEET 3/4" PLYWOOD .090 ALUMINUM SHEET SILICONE GE -1200 DOW 995 DOW 899 1" OVERALL COMPOSITE PANEL GLAZING STOP OPTIONS .639 r - CGI -375 CGI -396 Eng r: JAVAD AHMAD CIVIL FLA PE f 70592 C.A.N. 5+38 SO4.2015 CGI -504 CGI -519 .080 CGI -515 PRODUCT REVISED as complying wltb Ibe Florida brdiq Cods Atceplan ce No /4-/k13• 0'8 Eip4rMMn Dote 11 / 1// D.i skk .4-a•.-. Dote 'MattCes 's USING PTERS DWG. NO.: W98-01 Windows and Doors. Inc. 10100 northwest 25 street miomi, florida 33172 product Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 1.2 of 7 w N N co F - x co w ro N co CO PANEL HEIGHT 74 1/2" (TESTED SIZE) 4 1/4" 5 N to 5 24" MAX. H-0 FRAME WIDTH 3" 3" 3" 3" 24" INACTIVE MAX. 13 / ACTIVE 4 1/4" 4 1/4" M N (D) 35-1 /2" MAX. PANEL WIDTH NOTE: THIS UNIT IS STAND ALONE .1.114IT.TQ BF U§EQ AL' X' OR 'XX' (OUTSWING) TO THE MAX. SIZE SHOWN. WITH GLASS TYPE 'A' 40 LocKim N C4IA 1Ir:' 0AA' (BALDWIN 8200 DEADBOLT W/ CGI 3 POINT LOCK) AND 'S-0' THRESHOLD '7. •; ; ' • • • • • • THIS UNIT CAN NOT BE •USED •WITH• AEI& 2JP. dv?ULLED. HAGER SS HINGES LARG. MISSILEI ItylP.AcT • MAXIMI 4 •DE31GN;LOAD�f4•i413N$ = + 100.0 (FOR SIZES SHOWN ABOVE SMALCE1 UPiO CODE LIMIT) • - 1 32.0 PSF GLASS TYPE 'A' LOCK OPTION i1 t1 2 P01dr :IEt•.F!An 1,4 / BASDWIN SERIES 8200 DEAD BOLT • • ••• • • • • • • • • LOADS SHOWN ABOVE•ARE FOR .ELEVA SIDIA. SitWN ON THIS SHEET ONLY. 38 9/16" FRAME WIDTH 24" MAX. H-0 z w 00 N 00 1-- x 0 W z J w Z 0 / / co N / ACTIVE - 10M to g m 2 N • -) io „11 OwW P 222 • t .1, in a n o • O ^.7 .-- 8938 5-0 3 Engr: JAVAD AHMAO CML FLA. PE 4i 70592 C.A.N1 3538 2015 PRODUC r REVISED as complying witty Mc Mori & bawling Code At:ceptnmccNo 14-1103.,5 Eaplrrtios Date /s / J l /6 LLA C.nh+el DWG. NO.: W98-01 • cia Windows and Doors. Inc_ 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 1.3 of 7 24 3/4" / D.L.O. / 4 12 / / co \ O /. ; J // 10M \ \ INACTIVE MAX. 13 / ACTIVE 4 1/4" 4 1/4" M N (D) 35-1 /2" MAX. PANEL WIDTH NOTE: THIS UNIT IS STAND ALONE .1.114IT.TQ BF U§EQ AL' X' OR 'XX' (OUTSWING) TO THE MAX. SIZE SHOWN. WITH GLASS TYPE 'A' 40 LocKim N C4IA 1Ir:' 0AA' (BALDWIN 8200 DEADBOLT W/ CGI 3 POINT LOCK) AND 'S-0' THRESHOLD '7. •; ; ' • • • • • • THIS UNIT CAN NOT BE •USED •WITH• AEI& 2JP. dv?ULLED. HAGER SS HINGES LARG. MISSILEI ItylP.AcT • MAXIMI 4 •DE31GN;LOAD�f4•i413N$ = + 100.0 (FOR SIZES SHOWN ABOVE SMALCE1 UPiO CODE LIMIT) • - 1 32.0 PSF GLASS TYPE 'A' LOCK OPTION i1 t1 2 P01dr :IEt•.F!An 1,4 / BASDWIN SERIES 8200 DEAD BOLT • • ••• • • • • • • • • LOADS SHOWN ABOVE•ARE FOR .ELEVA SIDIA. SitWN ON THIS SHEET ONLY. 38 9/16" FRAME WIDTH 24" MAX. H-0 z w 00 N 00 1-- x 0 W z J w Z 0 / / co N / ACTIVE - 10M to g m 2 N • -) io „11 OwW P 222 • t .1, in a n o • O ^.7 .-- 8938 5-0 3 Engr: JAVAD AHMAO CML FLA. PE 4i 70592 C.A.N1 3538 2015 PRODUC r REVISED as complying witty Mc Mori & bawling Code At:ceptnmccNo 14-1103.,5 Eaplrrtios Date /s / J l /6 LLA C.nh+el DWG. NO.: W98-01 • cia Windows and Doors. Inc_ 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 1.3 of 7 74 1/2" (TESTED SIZE) 4 1/4" PA FRAME WIDTH 3" 3" 24"6" _ j 24" MAX.X I� �I MAX. 14-0 IP 4 1/4" 4 1/4" N x w x w 1 n tn N X N S S 1 4 6" 6" 24" 7 1 /4" ••K•' • • • • • • • • • • • • • • • • • 35 ; i/7s y IAX.. . •. • •• • • • PL •1aTIl • • • • • • DOORS LOAD CAPACITY — PS? TOME• =-DIGHT F32.410It:'WIDTH• • • EXT!(•+) INT.(-) 7\1\ H \ 1/2i •s. =0.0 70.0 \ / CONCEALED VERTICAL ROD \ \ \ A \ s • AQ.8 / / / / / / / // \10D OR 10E \ \ \ PANEL HEIGHT JAMB ANCHOR SPACING } n , /. // / / / / ACTIVE ACTIVE V m l n tn N X N S S 1 4 6" 6" 24" 7 1 /4" ••K•' • • • • • • • • • • • • • • • • • 35 ; i/7s y IAX.. . •. • •• • • • PL •1aTIl • • • • • • DOORS LOAD CAPACITY — PS? TOME• =-DIGHT F32.410It:'WIDTH• • • EXT!(•+) INT.(-) •i66-3/2"• 1/2i •s. =0.0 70.0 Y••74- • • 84-1/2" • • • 74.1 /2" • s • AQ.8 80.0 DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. Q;IALIFIED :Nit :ALTL1SS VPES SHOWN ON SHEET 1.2 • • • ••• • • • �Q�CK3 ®PilON6• q 00• AID• • 30E • IP 38 9/16" FRAME WIDTH 24" MAX. • CVR PANIC HARDWARE F IJ N 0) Vl 0 W J Zw rn J-0 N 133 N CONCEALED VERTICAL ROD / / 0_ 10D OR 1OE ACTIVE F!, 0) APPROVED PANIC HARDWARE FOR DOORS DOR—O—MATIC SERIES 1690 TOUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE 22 N * N IA 71. Y J 1 7 1 /4" Engr: JAVAD AHMAD CIVIL FLA. PE 11 70592 C.A.N. 3538 SS1 4 7 1/4" PRODUC r kEVIsEn ss eoeplyies with the PMarida WAIN'Aeettptl t*No !4—!!&, 08 Expiratiw Date !/i,//6 III I$1,4S 1•tit an�-- Mrael IMMrIProdoct Coottol DWG. NO.: W98-01 • VG\ Windows and Doors, Inc. 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 1.4 of 7 SILL OF MATERIALS TEM DESCRIPTION 1 2A I2B 2C 3 4 5 6 8 9 10 #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 3/8-16 FULLY THREADED CONTINUOUS ROD 3/8-16 HEX NUT 1 1/2" X 1 1/2" X 3/16"THK. ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT —6"- FROM ENDS & 24" 0.C. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 @ CENTER OF PAIRS SPACED 6" 0.C. & 24" 0.C. MAX. #10 X 1" PH -PH -SS TEKS SCREW, @ 3" & 7" FROM ENDS & 19-3/8" 0.C. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" 0.0. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB 10 # 3032) .350 HIGH FOAM-TITE WEATHERSEAL (AMESBURY # 32011) ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. AA CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. 10 AA 100 1OCC 1OD 10E 1OF .• ••• • . . . • •• • • •• •• .• . . •. . SINGLE POINT LOCK (1) DEA:7QOrT:B3' MITIVIN SERIES 8200. . ••••••• • SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES 082410. DOR-0—MATIC SERA 1190 T0LCHBAR PANIC.EXIT DEVICE WITH CONCEALED VERTIC7 RQD SEE 6H�ET�1. • •• • •• • • • JACKSON 20 SERIff PANIC Orr I WITH 26$5/2b86 CONCEALED VERTICAL ROD EXIT DEVICE SEE SHEET 1.4. CGI CUSTOM SURFACE: MQUN1taSUD/ 13:7LT1 WITH CGI END BOLTS AT ACTIVE LEAF (AT TOP & BOTTOM) AlIT:I.$1LLEWQd SER $.$200 DEAD BOLT. •.. . . . ... . . 11 12 13 14 17 18 19 HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL CGI 4-1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12-24 X 1/2" F.H_ M.S. (3 PER PANEL UP TO 7'-6 3/4" HIGH) (4 PER PANEL OVER 7'-6 3/4") CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH #8 X 1/2" PH SMS. SEE SHEET 1.2 FOR GLAZING OPTIONS SILICONE GE -1200, DOW 995, DOW 899 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. = EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063-T6. 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063-T5. Engr: JAVA() AHMAD CML FLA. PE # 70592 C.A.N. 3538 PRODUC C REVISED es comply's* with the Florida briding Cate Acceptance No / APOS Expired,' Dale .1�,...�1� mar Doi Mdsci Cartrol DWG. NO.: W98-01 rak Wrr down and Doors, Iric. 10100 northwest 25 street miomi, fiorido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 2 of 7 .750 4.462 .125 CGI -507 DOOR FRAME HEAD/SILL CGI -5 1 JAMB COVER CGI -509 FRAME JAMB/MULLION 2.358 j� 1.102- T 1.918 .125 CGI -503 NARROW SIDELITE STILE CGI -502 JAMB/LOCK/SIDELITE STILE .656 CGI -505 ASTRAGAL .075 4.813 CGI -500A TOP RAIL 3.122 .460 4.522 .750 2.388 CG —510 SIDELITE MULLION 5.777 •4 • ••4 •• • •• • • • • • • •• • • •• .465 .075 Il•.- 1.063 -1 CGI -508 FRAME COVER • •• • • • • • 1.844 • • .125 -o- • • • 4 • • • • 4 • • • • 4 • • • • •• • • ••• • • • • • • • • •• ••• • 7.312 • •• • • •• • • • • .. • • • • • • • r • •• i • • 4 • •• • • • • ••• • • • • • • 4 ••• .r- • ...:C01450: :.'.: BOTTdM I L' • .188 .500 CGI -540 4.000 SADDLE THRESHOLDS 1.844 --�{ 3.277 CGI -514 HORIZONTAL MUNTIN N tfl Soggy 00 Y - Z .639 r CGI -375 CGI -396 Engr: JAVAD AHMAD CML FLA. PE ' 70592 CA.N 538 6SEP 0 2 20 CGI -504 c1 .672 r o N .742 CGI -519 .080 CGI -515 PRODUC f kEVIStb eawplylq wifit the Florida Iwrlisg Cods Aaeratioo Ne / �g . D E•'katiar Date d jsc.•-� l �t�4., Mr& D.* P4oiretCNh+d DWG. NO.: W98-01 • CZ k Windows and Doors, Inc. 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 2.1 of 7 1�2"1 L Bol t t'ill Bolt} Housing Assembly�f #10 x 3/4" PH SMSFlushbolt Tip ! Linkage Assy.� iii Rod Keyed Cylinder/Deadbol Assy. Connection Wheel TOP SECTION SHOWN . (BOTTOM SIMILAR) CGI CUSTOM 3—POINT LOCK Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) 12 • • 000 • • • • • • • • •• • • • • •• ••• •• • • • •• #10 x 3/4" PH SM 8 x 1/2" PH -MS' Flushbolts (Inactive Panel) • • ••• • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • •• • ••• • •• • ••• • • ••• • • • • •• •• • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • •• •• ••• • • 1— W MAX. PANEL HEIGHT Threaded Rod 0 w X W Keyed Cylinder Deadbolt Assembly Actuator Arm 0 R GENT 3 POINT CIMMERCIAL LOCK #10 x 3/4" PH SMS J 4- Actuator Arm 1/2" 2 1/2" Bolt Housing Bolt Tip #10 x 3/4" PH SMS #10 x 3/4" FH SMS TOP SECTION SHOWN (BOTTOM SIMILAR) Engr: JAVA() AHMAD CML FLA. PE # 70592 CAN. 538 J 09,1015 SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT Surface Mounted Activator PRODUG f REVISED M complying with the Florid~ hooding Cods Aceeptomee No rus date flifiroeset Omani DWG. NO.: W98-01 • EI WiridaWe and Doors. Inc. 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 2.2 of 7 EDGE 1X4 PT WOOD SEE NOTE BELOW �n Z 11 m e 1 I w L, 1 I . 1 L' AI a , 011W°.i.MWrem SEALANT 1/4" DIA. ULTRACON ® 6" FROM ENDS AND 24" O.C. (INTERMEDIATE & SINGLE UNIT ANCHORS) SEE SHEET 7.1 FO DOUBLE DOOR S1 M TING LE AN HORS v— ED► b1S� 'a= OPTIONAL INSTALLATION t INTO 2X4 PT WOOD 1/4" DIA. ULTRACON ch SEE SHEET 7 ,I. I I- 2X4 PT WOOD SEE NOTE BELC SEE SHEETS 2.2 & 2.3 FOR BOLT ENGAGEMENT TYPICAL TYPICAL W L.� --.125 TYPICAL OPTIONAL SQUARE GLAZING (SEE SHEET 1.2) • • 21884 .4001 • • • TYPICAL #12 SCREWS 3/ END • •• 1/4" DIA. ULTRACON ® 6" FROM ENDS AND 24" 0.C. (INTERMEDIATE & SINGLE UNIT ANCHORS) SEE SHEET 7.1 FOR DOUBLE DOOR MEETING STILE ANCHORS W . V 1-1 MIN. EMBED — 1X4 PT WOOD 509 1 TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON @ 60 FROM ENDS AND 19-3/8" O.C:FOR LOADS UPTO 70 PSF . 14-1/2" 0.C. FOR LOADS UPTO 110 PSF 12" 0.C. FOR LOADS ABOVE 110 PSF (SEE SHEET 7) 2-1/2" MIN. EDGE DIST. 1/4" DIA. ULTRACON 1 509 E 4.562 .150 EXTERIOR I-3-1 250 2X4 PT WOOD OPTIONAL INSTALLATION INTO 2X4 PT WOOD SEE NOTE BELOW NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI MUST BE PROPERLY SECURED AND MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. 4.s • • • • • • • EDGE 1.' •4 1 • •• • •. •• -• 1 ••• • ETE •..• •11\4 • • ••• • V) NOTE: ALL JAMB ANCHOR CONDITIONS SHOWN ON SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1/4" MAX. SHIM SPACE WITHOUT VARIATION IN CAPACITY. Lr 511 0 i 99 4.562 9 502 2A 2B TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 2C TYPICAL PANEL ASSEMBLY 1/4" MAX. SHIM 125 C 1.250 8 ACTIVE I-.125 14 504 4.852 I EXTERIOR PANEL WIDTH 13 375 11 HJ --O FRAME WIDTH TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON 6" FROM ENDS AND 19-3/8" 0.C. FOR LOADS UPTO 70 PSF 14-1/2" 0.C. FOR LOADS ABOVE 70 PSF 2-1/2" EDGE DIST. EMBEDMENT INTO 2BY WOOD BUCK = 1-1/2" J 06.29.12 K 10.02.14 1. 04.10.15 Il 05.15.15 ND CHANGE T145 SHEET NO CHANGE THIS SHEET NO CHANCE THIS SHEET REV. PER RER COMMENTS Engr: JAVA!) AHMAD CIVIL FLA. PE# 70592 CAN. 538 022015 OR 16 PRODUC r REVISED rs complying with the Florio Wieling Cds Accept'se. No E>tpirrdew Dote I,, !s4 Wait Diwif DWG. NO.: W98-01 • CG\ Windows and floors, Inc_ 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Side&ites date : 10-20-97 sheet 3 of 7 -1 .688 INTERIOR 502 1.250 505 ASTRAGAL REQD. FOR WATER RESISTANT DOORS WITH SILL S—O ONLY 502 j *IF& .675 IIt ACTIVE 0 L INACTIVE EXTERIOR 505 A J LOCK STILES WITH WATER RESISTANCE INTERIOR � f OUT SWING DOOR LOCK OPTIONS SEE SHEET 1.1 �ti 1 .688 502 502 675 EXTERIOR OUT SWING DOOR LOCK OPTIONS SEE SHEET 1.1 •• LOOK •SZILEZ WITId0U WATER RESISTANCE • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • •• • •• • • • •• • ••• • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Engr: JAVAD AHMAD CML FLA. PE N 71:)592 C.A.N. 35 8 2 2015 PRODUC r REVISED eor.ptyl.g with Ow Florida hotting Cods Aseepssace No / —//03 • Del- Eh irati•. DIte Mud I 'di utd.et Owed DWG. NO.: W98-01 • EzI Windows and Doors, Inc. 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 3.1 of 7 THIS SILL IS NOT RATED FOR WATER ADA SADDLE EXTERIOR SWEEP 9 .500 502 11 MULLION #1 11 DOOR PANEL WIDTH DOOR FRAME WIDTH 1.250 502 6 .425 SEALANT SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1'-6" WIDE OR SMALLER. 1.918 QMj 4.812 EXTERIOR .675 DS -0 SIDELITE PANEL WIDTH 1X4 PT WOOD SEE NOTE SHEET 3 511 1>)-'''''CONC. ETE OR� .MASONRY (/4" MIN. EMBED a -1.250 a SIDELITE FRAME WIDTH 1.844 THIS SILL IS NOT RATED FOR WATER RESIDENTIAL SADDLE 4" WIDE SADDLE THRESHOLD •• ••• • • • • • •• EXTERIOR • /7_ 54Q• • • 5/461'Dre 1JLTIIRC01f • 1-3/4" MIN. EMBED 2-1/2" MIN. EDGE DIST. S b"'Fit1M ENDS: &• 3�" 0.C• • • • • • ITV 3": O.c„ AT !ITC. s11I� tgcA1 O S SI- T 7.L AT. D PACITY • • •• • ••• • •• •47 d' I 4 _ .d _ E GE IST. 4 • •• 5 ---.125 SIDELITE FRAME WIDTH 1/4" DIA. ULTRACON 1-3/4" MIN. EMBED ® 6" FROM ENDS & 24" 0.C. AND 3" 0.C. AT MTG. STILE LOCATION SEE SHEET 7.1 FOR CAPACITY 539 6 .080 3 S1 CONCRETE ••• • • • • • • . • • •• • • • ••• .• ••• • • • • • • ••• • • ••• 0 ••• • • • • • • • • • • • • • •. •• ••• • • • EDGE D .125 I 3 ONCRTE d \ WUm W S LL S UI N N F 1:1 APOT 61. IS S Y J 3 a. 1/4 SHIM Ca. PRODUC f REVISED as complying with tde Florida bending Code Acceptance No / G Expirations Date TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON ® 6" FROM ENDS AND 19-3/8" 0.C. FOR LOADS UPTO 70 PSF 14-1/2" 0.C. FOR LOADS UPTO 110 PSF 12" 0.C. FOR LOADS ABOVE 110 PSF 2-1/2" MIN. EDGE DIST. ot %bad E4rlr Peedraet Omni REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 SEP 2015 if DWG. NO.: W98-01 • raWindows and Doors, Inc_ 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 4 of 7 MULLION TYPE 1 WIDE SALE -WIDE SALE 502 SIDELITE-PANEL WIDTH EXTERIOR SIDELITE PANEL WIDTH OUTSWING DOOR SIMILAR MULLION TYPE 2 WIDE SALE -NARROW STILE 502 SIDEL1TE PANEL WIDTH OUTSWING DOOR SIMILAR MULLION TYPE 3 NARROW SALE -NARROW STILE EXTERIOR w S FIXED FIXED PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH 1.250 1.250 WIDTH (W) _ DOOR PANEL 2 FIXED PANEL + 1.250 LOWER DESIGN LOAD FROM PANEL PERFORMANCE CHART ON SHEET 6 OR MULLION PERFORMANCE CHART ABOVE SHALL CONTROL SIDELITE PANEL WIDTH EXTERIOR 1.916 1 �5� SIDELITE PANEL WIDTH •:• �c_r� :•': PANEL PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE SIDELITES (NARROW STILE SIDELITES LIMITED TO 18" OR LESS) DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' 7/16" COMPOSITE PANELS 1" COMPOSITE PANELS GLASS TYPE 'Al' GLASS TYPES 'B' & 'B1' FRAME WIDTH (X) FRAME WIDTH (XX) FRAME HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 26-9/16' 32-9/16' 38-9/16' 44-9/16' 50-1/2' 62-1/2' 74-1/2' 86-1/2' 100.0 110.0 70.0 70.0 90,0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 82-3/4' 100.0 110.0 70.0 70.0 90.0 90.0 94.2 94.2 70.0 70.0 90.0 90,0 26-9/16' 32-9/16' 38-9/16' 44-9/16' 50-1/2' 62-1/2' 74-1/2' 86-1/2' 84-3/4' 1000 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70,0 90.0 90.0 94.2 94.2 70.0 70.0 90.0 90.0 26-9/16' 32-9/16' 38-9/16' 44-9/16' 50-1/2' 62-1/2' 74-1/2' 86-1/2' 90-3/4' 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 - 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 94.2 94.2 70.0 70.0 90.0 90.0 26-9/16' 32-9/16' 38-9/16' 44-9/16' 50-1/2' 62-1/2' 74-1/2' 86-1/2' 96-3/4' 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 59.9 59.9 59.9 59.9 - - 26-9/16' 32-9/16' 38-9/16' 44-9/16' 50-1/2' 62-1/2' 74-1/2' 86-1/2' 102-3/4' 100.0 110.0 70.0 x 70.0 * - - 100.0 110.0 70.0 * 70.0 1* - - 100.0 110.0 70.0 * 70.0 * - - 59.9 59.9 59.9 3* 59.9 * - - 26-9/16' 32-9/16' 38-9/16' 50-1/2' 62-1/2' 74-1/2' 108-3/4' 100.0 110.0 70.0 At 70.0 * - - 100.0 110.0 70.0 x 70.0 x - - 100.0 110.0 70.0 x 70.0 x - - 26-9/16' 32-9/16' 38-9/16' 50-1/2' 62-1/2' 74-1/2' 114-3/4' 70.0 70.0 70.0 x 70.0 )1( - - 70.0 70.0 70.0 x 70.0 * - - 70.0 70.0 70.0 * 70.0 w - 26-9/16' 32-9/16' 38-9/16' 50-1/2' 62-1/2' 74-1/2' 120-3/4' 70.0 70.0 70.0 * 70.0 311 - - 70.0 70.0 70.0 * 70,0 * - - 70.0 70.0 70.0 * 70.0 x - - LOADS HOWN AB, VE ARE FOR DOORS USING THRESHOLDS (Z) IN ANY CONDITION AND SS & c WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE. * GLASS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN. 0 NOT RATED FOR WATER RESISTANCE NOT RATED FOR WATER Rie$ISPINCE• . • • • • ce 0 tY • . •. • • • • • • • • • • • • • • • • • • • • •• • +- • • • • • • • xxW • • . . • 54d lltil;2•• . •... !Il •... • OUTSWING (SADDLE); . . R • tSIpf�TIAt (SADDLe) . .. .. • . • .. .. FRAME WIDTH 000R FRAME HEIGHT PANEL HEIGHT 000R FRAME HEIGHT PANEL WIDTH FRAME WIDTH DOOR FRAME HEIGHT FRAME WIDTH I PANEL WIDTH PARTIAL COMPOSITE PANEL OR GLASS APPLICABLE TO DDDR/SIDELITE FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY SEE CHART ON THIS SHEET SEE BELOW FOR THRESHOLD TYPES SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR. LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC -219 Eagr: JAVA!) AHMAD CML FLA. PE 9 70592 C.A.N. 538 PRODUC r REVISED us eowplyl.g wi% Ihe Florid& looking Cede Aecepteaa Ne /'-//aB Eipiratis+ Date -j4/9/2‘ Ld, 4.1_'474) tiFivinl 'r' tt Cestroi a O v L✓ 0 N L O O o w FAX. (305) 593-6592 O N 0 ir rn ,a Csi p . M n C • Z J 0 o CoQ 1- ) c 0 .(71 a) 0 0. c 0 rn v0 SIDELRE NOTE REV. UPDATED TO 2014 FBC q) 0 nN 0 N 0 W O 111 d 0 0 Y OI 0 0 6 0 C� II 0 • 0 .g. • •u drawing no. W98-01 (sheet 6 of 7 ) • • ••• • • i/ /\ i (` \ \ \\ \/ \ \ V \ \ \ \ ji /) / / / / / PANEL WIDTH`PANEL WIDTH DOOR FRAME HEIGHT FRAME WIDTH I PANEL WIDTH PARTIAL COMPOSITE PANEL OR GLASS APPLICABLE TO DDDR/SIDELITE FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY SEE CHART ON THIS SHEET SEE BELOW FOR THRESHOLD TYPES SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR. LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC -219 Eagr: JAVA!) AHMAD CML FLA. PE 9 70592 C.A.N. 538 PRODUC r REVISED us eowplyl.g wi% Ihe Florid& looking Cede Aecepteaa Ne /'-//aB Eipiratis+ Date -j4/9/2‘ Ld, 4.1_'474) tiFivinl 'r' tt Cestroi a O v L✓ 0 N L O O o w FAX. (305) 593-6592 O N 0 ir rn ,a Csi p . M n C • Z J 0 o CoQ 1- ) c 0 .(71 a) 0 0. c 0 rn v0 SIDELRE NOTE REV. UPDATED TO 2014 FBC q) 0 nN 0 N 0 W O 111 d 0 0 Y OI 0 0 6 0 C� II 0 • 0 .g. • •u drawing no. W98-01 (sheet 6 of 7 ) • • ••• • • SIDELITE MULLION ANCHORS - SEE CHART THIS SHEET 24" MAX. NTERMEDIATE ANCHORS HEAD/SILL w IIIIII{� MTG. STILE ANCHORS SEE SHEET 7.1 3" MIN. TYP. ANCHOR SPACING tIIIi1 :117: (III CLUSTER OF HEAD ANCHORS 3, 4 OR 6 (3) 2 AT SIDELITE 1 AT DOOR (4) 2 AT SIDELITE 2 AT DOOR (6) 3 AT SIDELITE 3 AT DOOR SEE CHART FOR CAPACITY FIXED PANEL WIDTH Ir ) :II i PANEL WIDTH PANEL WIDTH FIXED PANEL WIDTH 1.250 1.250 WIDTH (w) DOOR PANEL -I- FIXED PANEL + 1.250 ANCHORS: TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSt, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU IBY WOOD BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. TYPE 'C'- 1/4" DIA. ULTRACON BY ELCO' (Fu=177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONC. • EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. -AT HEAD AT • • • • • •• ••• 0 w x w z CLUSTER OF SILL ANCHORS 3 OR 4 (3) 2 AT SIDELITE 1 AT DOOR (4) 2 AT SIDELITE 2 AT DOOR SEE CHART FOR CAPACITY SIDELITE MULLION ANCHORS AS SHOWN IN DETAILS AND CHARTS INTERMEDIATE ANCHORS TO BE AT 6" FROM CORNERS AND 24" O.C. AT HEAD/SILL. TYPE 'B'- 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI. Fy=155 KSI) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1-1/2" MIN. PENETRATION INTO W000 THRU 1 BY WOOD BUCKS INTO CONC./HOLLOW BLOCK 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE EQ GE DISTANCES INTO CONCRETE = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. HEAD OR SILL • • • • • •• • TYPE 'D'- 5/16" DIA. ULTRACON BY 'ELCO_ (Fu=177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONC. EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000.1StM�1. • •• • • •• • • • ••• •• ••• • • • ••• •• • • AT ADA SILL • ••• • •L• • • • • • • • • • • •• • • • • • • • • •• •• ••• • •• • • ••• • • • • • •• • • • •• • ••• • • • • •• 0: 0 •a • W • I� • Qi • ANCHOR TYPE 'C' 507 • • OUTSWING • • • •• •• • NOT RATED FOR WATER RESISTANCE 0 w w bi -AT JAMBS MULLION ANCHORS AT SIDELITES NOMINAL DIMS. DESIGN LOAD CAPACTY-PSF TYPE 'B' AT HEAD TYPE 'C' AT HEAD TYPE `C' AT S-0 12 SS2 SILT_ \• • • WIDTH (W) FRAME HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS %• / • • • • • CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 3 ANCHORS / / i / 2/0 2/6 3/0 3/6 1 t 106.7 110.0 110.0 '--., -- FIXED PANEL WIDTH Ir ) :II i PANEL WIDTH PANEL WIDTH FIXED PANEL WIDTH 1.250 1.250 WIDTH (w) DOOR PANEL -I- FIXED PANEL + 1.250 ANCHORS: TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSt, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU IBY WOOD BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. TYPE 'C'- 1/4" DIA. ULTRACON BY ELCO' (Fu=177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONC. • EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. -AT HEAD AT • • • • • •• ••• 0 w x w z CLUSTER OF SILL ANCHORS 3 OR 4 (3) 2 AT SIDELITE 1 AT DOOR (4) 2 AT SIDELITE 2 AT DOOR SEE CHART FOR CAPACITY SIDELITE MULLION ANCHORS AS SHOWN IN DETAILS AND CHARTS INTERMEDIATE ANCHORS TO BE AT 6" FROM CORNERS AND 24" O.C. AT HEAD/SILL. TYPE 'B'- 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI. Fy=155 KSI) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1-1/2" MIN. PENETRATION INTO W000 THRU 1 BY WOOD BUCKS INTO CONC./HOLLOW BLOCK 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE EQ GE DISTANCES INTO CONCRETE = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. HEAD OR SILL • • • • • •• • TYPE 'D'- 5/16" DIA. ULTRACON BY 'ELCO_ (Fu=177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONC. EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000.1StM�1. • •• • • •• • • • ••• •• ••• • • • ••• •• • • AT ADA SILL • ••• • •L• • • • • • • • • • • •• • • • • • • • • •• •• ••• • •• • • ••• • • • • • •• • • • •• • ••• • • • • •• 0: 0 •a • W • I� • Qi • ANCHOR TYPE 'C' 507 • • OUTSWING • • • •• •• • NOT RATED FOR WATER RESISTANCE 0 w w bi -AT JAMBS MULLION ANCHORS AT SIDELITES NOMINAL DIMS. DESIGN LOAD CAPACTY-PSF TYPE 'B' AT HEAD TYPE 'C' AT HEAD TYPE `C' AT S-0 12 SS2 SILT_ TYPE 'C' AT HEAD TYPE 'D' AT SS1 SILL WIDTH (W) FRAME HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 6 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS 2/0 2/6 3/0 3/6 82-3/4' 106.7 110.0 110.0 110.0 110.0 110.0 I10.0 86.2 110.0 110.0 110.0 110.0 110.0 110.0 72.3 96.4 110.0 109.3 110.0 101.0 110.0 62.3 83.0 _110.0 94.2 110.0 87.0 110.0 2/0 2/6 3/0 3/6 84-3/4' 104.2 110.0 110.0 110.0 110.0 110.0 110.0 84.2 110.0 110.0 110.0 110.0 110.0 110.0 70.6 94.1 110.0 106.7 110.0 98.7 110.0 60.8 81.1 110.0 91.9 110.0 85.0 108.7 2/0 2/6 3/0 3/6 90-3/4' 97.3 110.0 110.0 110.0 110.0 110.0 110.0 78.6 104.8 110.0 110.0 110.0 109.8 110.0 65.9 87.9 110.0 99.7 110.0 92.1 110.0 56.8 75.7 110.0 85.9 110.0 79.4 101.5 2/0 2/6 3/0 3/6 96-3/4' 91.2 110.0 110.0 110.0 110.0 110.0 110.0 73.7 98.3 110.0 110.0 110.0 103.0 110.0 61.9 82.5 110.0 93.5 110.0 86.4 110.0 53.3 71.0 106.5 80.5 107.4 74.4 95.2 2/0 2/6 3/0 3/6 102-3/4' 85.9 110.0 110.0 110.0 110.0 110.0 110.0 69.4 92.6 110.0 104.9 110.0 97.0 110.0 58.2 77.7 110.0 88.0 110.0 81.4 104.1 50.2 66.9 100.3 75.8 101.1 70.1 89.6 2/0 2/6 3/0 108-3/4' 81.2 108.2 110.0 110.0 110.0 110.0 110.0 65.6 87.5 110.0 99.2 110.0 91.7 110.0 55.0 73.4 110.0 83.2 110.0 76.9 98.3 2/0 2/6 3/0 114-3/4' 76.9 102.6 110.0 110.0 110.0 107.5 110.0 62.2 82.9 110.0 94.0 110.0 86.9 110.0 52.2 69.5 104.3 78.8 105.1 72.9 93.2 2/0 2/6 3/0 120-3/4' 73.1 97.5 110.0 110.0 110.0 102.2 110.0 591 78.8 110.0 89.3 110.0 82.5 105.6 49.6 66.1 99.1 74.9 99.9 69.2 88.6 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED USING THRESHOLDS CO ® AND eao LIMIT EXTERIOR LOADS WHERE WATER INFILTRATION IS REQUIRED AS PER CHART AND NOTES ON SHEET 6. NOT RATED FOR WATER RESISTANCE ANCHOR TYPE '0' 540 OUTSWING (SADDLE) ar 0 uJ W FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY SEE CHART ON SHEET 6. SEE SHEET 1.1. FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS SEE BELOW FOR THRESHOLD TYPES SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY SEE CHART ON THIS SHEET FOR MULLION ANCHORS CAPACITY SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR. LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. ANCHOR TYPE 'C' 539 RESIDENTIAL (SADDLE) Engr: JAVA) AHMAD CIVIL FLA. PE # 70592 C.A.N. 3638 2 2015 PROI)UC ['REVISED 1N complying with the Florid& beading Code Accepts ore No /lt, 0i5 Er'ireeior Dolt MasaiPivihr Nodee1 Cashel 0 Q d IS g ® Is o e011R g O 46®1 1. 6 g a 4 111 0 0 bJ w Cf, 0 0 rn 0. 0 0 C c 0 4> ) 5 c 0 n 1 to 0 UPDATED TO 2014 FBC NO CHANGE THIS SHEET • 2 1, -o 0 0 0 0 -J ( rn 1 0 0 0 II N a drowing no. W98-01 (sheet 7 of 7 24" MAX. INTERMEDIATE ANCHORS HEAD/SILL - - NOMINAL /� \ \ \ \ \\ \ \ \ // / / / / / / / / / / / / / / 1/ j \ \\ \\ \ \\ \ \ FRAME WIDTH (XX) � PANEL WIDTH / CLUSTER OF 3 ANCHORS . // j/1 / \ \ /. // '/ •,/ •i • •/ /• • /•• ..• / \ f/ • a 1 .• • CLUSTER OF 4 ANCHORS / .1/ / I • • • • •• • . / • •.• • • ),,,.1, `` • ••• '•" 110.0 / I (I ,�� PANEL WIDTH I,' '.• : �Ji • • • •• • _PANEL WIDTH - 86.2 / 110.0 110.0 110.0 / /. 72.3 96.4 _ �\ // 84.5 110.0 62.3 83.0 \ 94,2 110.0 72.8 97.0 •• 84-3/4' 104.2 110.0 110.0 • 110.0 110.0 110.0 84.2 \ 110.0 110.0 110.0 98.4 •\ 70.6 94.1 110.0 106.7 110.0 \ 110.0 60.8 81.1 101.4 PANEL WIDTH 24" MAX. INTERMEDIATE ANCHORS HEAD/SILL SINGLE DOOR OR SIDELITE 24" MAX. INTERMEDIATE ANCHORS HEAD/SILL 1 DOOR FRAME HEIGHT DOUBLE 0008 HEAD/SILL MTG. STILE ANCHORS SEE CHART AT RIGHT 3" MIN. TYP. ANCHOR SPACING 1111II1 1 I I6 MULLION ANCHORS AT SIDELITE DOUBLE SHEET 7 DOOR MTG. STILE ANCHORS SEE SHEET CHART ' THIS SHEET 3" MIN. TYP. ` ANCHOR SPACING (111 ) 1 DOOR FRAME HEIGHT DOUBLE DOOR -MULLION ANCHORS AT SIDELITE SEE SHEET 7 NOMINAL / /I• / /- • \ \ \ \ \\ \ \ \ \ •\ \I /. /I \ / / / / / / / / / / / 1/ j \ \\ \\ \ \\ \ \ FRAME WIDTH (XX) � PANEL WIDTH r PANEL WIDTH MULLION ANCHORS AT SIDELITE DOUBLE SHEET 7 DOOR MTG. STILE ANCHORS SEE SHEET CHART ' THIS SHEET 3" MIN. TYP. ` ANCHOR SPACING (111 ) 1 DOOR FRAME HEIGHT DOUBLE DOOR -MULLION ANCHORS AT SIDELITE SEE SHEET 7 - 1.250 • • • • • • • • • • • • • • .... .. • .... • • • • . • • • • • • •1Fss • • • • •• •• . • • •• •• MAX. PANEL HEIGHT 4 PRODUCf REVISED corppiyieg with the Florid boding Accuptosee Ns t Iltifirsdos Date Led aanie- Ciwirst MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DESIGN LOAD CAPACTY-PSF \ \ \ \ \\ \ \ \ TYPE 'Jr AT HEAD /I \ / / / / / / / / / / / 1/ j \ \\ \\ \ \\ \ \ FRAME WIDTH (XX) FRAME HEIGHT CLUSTER OF 3 ANCHORS . // j/1 CLUSTER OF 3 ANCHORS \ \ /. // '/ •,/ •i • •/ /• • /•• ..• / \ f/ • a 1 .• • CLUSTER OF 4 ANCHORS / .1/ / I • • • • •• • . • • • •.• • • ),,,.1, `` • ••• '•" 110.0 1 {I FIXED PANEL WIDTH I (I ,�� PANEL WIDTH I,' '.• : �Ji • • • •• • _PANEL WIDTH • .; 'E' • • ••• • • FIXED PANEL WIDTH,.. - 1.250 • • • • • • • • • • • • • • .... .. • .... • • • • . • • • • • • •1Fss • • • • •• •• . • • •• •• MAX. PANEL HEIGHT 4 PRODUCf REVISED corppiyieg with the Florid boding Accuptosee Ns t Iltifirsdos Date Led aanie- Ciwirst MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DESIGN LOAD CAPACTY-PSF DIMS. TYPE 'Jr AT HEAD TYPE 'C' AT HEAD TYPE 'C' AT S-0 do SS2 SILL TYPE 'C' AT HEAD TYPE 'D' AT SSI SILL FRAME WIDTH (XX) FRAME HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 5 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS 50-1/2' 62-1/2' 74-1/2' 86-1/2' 106.7 110.0 110.0 110.0 110.0 110.0 110.0 82-3/4' 86.2 110.0 110.0 110.0 110.0 100.7 110.0 72.3 96.4 110.0 109.3 110.0 84.5 110.0 62.3 83.0 103.8 94,2 110.0 72.8 97.0 50-1/2' 62-1/2' 74-1/2' 86-1/2' 84-3/4' 104.2 110.0 110.0 110.0 110.0 110.0 110.0 84.2 110.0 110.0 110.0 110.0 98.4 110.0 70.6 94.1 110.0 106.7 110.0 82.5 110.0 60.8 81.1 101.4 91.9 110.0 71.1 94.8 50-1/2' 62-1/2' 74-1/2' 86-1/2' 90-3/4' 97.3 110.0 110.0 110.0 110.0 110.0 110.0 78.6 104.8 110.0 110.0 110.0 91.9 110.0 65.9 87.9 109.9 99.7 110.0 77.1 102.7 56.8 75.7 94.7 85.9 110.0 66.4 88.5 50-1/2' 62-1/2' 74-1/2' 86-1/2' 96-3/4' 91.2 110.0 110.0 110.0 110.0 106.6 110.0 73.7 98.3 110.0 110.0 110.0 86.2 110.0 61.9 82.5 103.1 93.5 110.0 72.3 96.4 53.3 71.0 88.8 80.5 107.4 62.3 83.0 50-1/2' 62-1/2' 74-1/2' 86-1/2' 102-3/4' 85.9 310.0 110.0 110.0 110.0 100.4 110.0 69.4 92.6 110.0 104.9 110.0 81.1 108.2 58.2 77.7 97.1 88.0 110.0 68.1 90.7 50.2 66.9 83.6 75.8 101.1 58.6 78.2 50-1/2' 62-1/2' 74-1/2' 108-3/4' 81.2 108.2 110.0 110.0 110.0 94.9 110.0 65.6 87.5 109.3 99.2 110.0 76.7 102.2 55.0 73.4 91.7 83.2 110.0 64.3 85.7 50-1/2' 62-1/2' 74-1/2' 114-3/4' 76.9 102.6 110.0 110.0 110.0 89.9 110.0 62.2 82.9 103.6 94.0 110.0 72.6 96.9 52.2 69.5 86.9 78.8 105.1 60.9 81.3 50-1/2' 62-1/2' 74-1/2' 120-3/4' 73.1 97.5 110.0 110.0 110.0 85.4 110.0 59.1 78.8 98.5 89.3 110.0 69.0 92.0 49.6 66.1 82.6 74.9 99.9 57.9 77,2 SEE SHEET 7 FOR ANCHORS DESCRIPTION AND SILL ANCHOR OPTIONS FOR SINGLE OR DOUBLE LEAF DOORS, SINGLE SIDELITES AND THRESHOLD CAPACITY SEE CHART ON SHEET 6. SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY SEE CHART ON THIS SHEET FOR MTG. STILE ANCHORS AT DOUBLE DOOR. LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. MEETING STILE ANCHORS AS SHOWN IN DETAILS AND CHARTS INTERMEDIATE ANCHORS TO BE AT 6" FROM CORNERS AND 24" O.C. AT HEAD/SILL. Engr: JAVAD AHMAD CML FLA. PE f/ 70592 CA.N. 3 38 0 2 2015 • ht. Cg b © 0 0 co rn z 0.. 0 0 ( 0 CGI Windows FAX. (305) 593-6592 TEL. (305) 593-6590 N 0 0) a� • 1 0 V 15 a) a a a 0 0 N 0 C date: 01-02-98 II u N drawing no. W98-01 (sheet 7.1 of 7 ••• • • . •.• • #12 SCREWS 2/ END #12 SCREWS 2/ LEG 2 X 2 X 1 /4" ALUM ANGLE EXTERIOR EXTERIOR HEAD CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF. (SS2) RESIDENTIAL SADDLE SILL CORNER CONSTRUCTION NTERIOR INTERIOR (SS1) ADA SILL CORNER DETAIL PRODUC f REVISED ae teneplyisg with Ow Mori& Wading Cod AettpthVet No Lopiratw Date #12 SCREWS 3/ END Ikftai ASM Cettrd #12 SCREWS 2/ LEG FEO 0 ., m Q o_ 0 no: 411 AND SIDELITE 2 X 2 X 1/4" ALUM ANGLE EXTERIOR INTERIOR PANEL CORNER DETAIL 0• ••• •• •• •• •• •• •. • • . • • • • • • •• ••• •• • • • •• 0 0 0 0 1--- 0 I d- 0) w it U 0 L o 0 o rr c O N en tr) r o cs'o • M n C Z J L72 o 9 o o - } FAX. (305) 593-6592 0 .` 0 y G) 0 2 8 X 3 s .0 0 0 0 Y_O In VI O ADA SILL @ MULLION INTERIOR • 0 41 0 • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0• • 0• • • • •. • ••. • •• • • 0. . • . • • 0 • • • • • •• •• •. • • • • • • • • • • . • . . • . • • 041 •. . . • •• •• 0•• • • • 000 • . Engr: JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 3538 ISO) STD. SILL CORNER DETAIL 1 a o drowing no. W98-01 sheet 7.2 of 7 3 SNUBBER 'AT IMPACT WINDOWS ONLY VENT WIDTH WINDOW WIDTH EXTERIOR INSTRUCTIONS; USE CHARTS AS FOLLOWS. GENERAL WINDOW SECTIONS FLANGE FRAME STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 WINDOW HEIGHT DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. 0 0 n0. 0 1 0 0 J FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. • •• • • • • • • ••• ; • • • ••• • •• ••• •• ••• • 1 ••• SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. • thee • • • USING CHART ON SHEET 6 SELECT ANCHOR OPTION•: WffH DESIGN RATING MORE THAN DESIGN LOAD SPEwED • • IN STEP 1 ABOVE. • IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. ••• • •• THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. • • • • ••• • • •• • • • . • • • • • • • • ••• • • • •.. • ••• •••. •• • • •• a • •• • • 410 •• • • • •• • ••• • • • • • • • • • •• • • • • • • • QCAM LOCKS 2 LOCK POINTS ALL SIZES D.L. OPG. 2 1/2" VENT WIDTH WINDOW WIDTH END WINDOW WIDTH 01. VENT WIDTH WW -2" D.L. OPG. WW -7" / I I II II II �— 11 / 1 / I 1 1 MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. LOCK HEIGHT POINTS 42' 2 63" 3 84" 4 6" MAX. TYP. HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNTINS OPTIONAL N 24" MAX. TYP. AT HEAD/SILL TYPICAL ELEVATION V3-221 to.) 74 02-9 (FLANGE FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK POINTS 38" 2 56" 3 74' 4 84" 5 SHUTTERS ARE NOT REQUIRED. V 0 0 0 co n. O 0 v 9 C9 I 0, N LOCN OPTION ADDED REV. PER RER COMM ESE—WINDOWS—ARE—RATED—FOR—LARGE & SMALL MISSILE -IMPACT. NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE I5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. Engr: JAVAD AHMAD CML FLA. PE 70592 CAN. 3538 i 4 2015 4°1 PRODUCT REVISED as complying with the Florida Building Code S5i2,� Acceptance No ' E •'ration Date By Miam I ade Product Con a N N 0 4 0 x dr. by: HAMID O �€S drawing no. W98 -100j sheet 1 of 7 GENERAL WINDOW SECTIONS EQUAL LEG FRAME W O a= WS z SNUBBER W AT IMPACT WINDOWS ONLY 3/4' Q.L. OPG. VENT WIDTH WINDOW WIDTH EXTERIOR DOW HEIGHT n VENT HEIGH Lai J 0 FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. •• ••• • • • • • • • u • •.• •ill • • • • • • ., • 1 • • • • • • . • . • • • • • • • . • •. . • r) •I • •• • �� • • (1AF • 0041 • • • :. •• • CAM LOCKS 2 LOCK POINTS ALL SIZES 0.1. OPG. 2 1/2" VENT WIDTH 3/4" WINDOW WIDTH WINDOW WIDTH VENT WIDTH WW -1 1/2" D.L OPG. WW -6 1/2' MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK POINTS 42' 2 63" 3 84" 4 TYPICAL ELEVATION (EQUAL LEG FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS Engr. JAVAD AHMAD CML FLAPEI 70592 CAN. 3538 6" MAX. TYP. HEAD/SILL CORNERS w x6 SURFACE APPLIED FALSE-HUNTINS OPTIONAL w I24 MAX. TYP. AT HEAD/SILL MAX. WDW. HEIGHT LOCK POINTS 38" 2 56' 3 74" 4 84" 5 PRODUCT REVISED ai complyiug with the Florida Building Code Acceptance No tom• 051'2 . Ex, halloo Date d001,_!-, 1.0 le db.,. By Miam' ade Product Control (44'u 0o rn z a 0 U a N I th rn FAX. (305) 593-6592 rn in M N 8 w eTh 0 a 0 co 0 z LOCK OPTION ADDED REV. PER RER COMMENTS E THIS SHEET 0 0 z date: 12-04-98 N 1) c.:74 LL 0 (v u ao IV x 0 a 0 n r u drawing no. W98-100 sheet 1.1of 7 .090 TYP. 2.215 2.465 .080 TYP. 1.222—J CORNER KEY .060 THICK ST. STEEL FLANGE FRAME O VENT (5/16" LAM. GLASS) r_ 2.075 r -1.757 .090 TYP. VENT CORNER 2.465 2.715 ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. EQUAL LEG FRAME ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 CGI -373 4 FLANGE FRAME 6063—T6 INDALEX OR EQUIV. 1A CGI -397 4 EQUAL LEG FRAME 6063—T6 INDALEX OR EQUIV. 2 CGI -378 4 VENT (5/16' LAM. GLASS) 6063—T6 INDALEX OR EQUIV. 2B CGI -381 4 VENT (INSUL LAM. GLASS) 6063—T8 INDALEX OR EQUIV. 2C CGI -385 4 VENT (7/16' LAM. GLASS) 6063—T6 INDALEX OR EQUIV. 3 CGI -375 4 OGEE GLAZING BEAD 6063—T5 INDALEX OR EQUIV. 3A CGI -396 4 SQUARE GLAZING BEAD 606.3—T5 INDALEX OR EQUIV. 4 — 4 .060 THICK CORNER KEY ALUMINUM — 5 — 8 .060 THICK CORNER KEY ST. STEEL — 6 AP -425 AS REQD. FRAME WEATHERSTRIPPING — SCHLEGEL APTUS 7 Q250—K-190 AS REQD. VENT WEATHERSTRIPPING — SCHLEGEL Q—LON 8 35-10-00-101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) 18 X 3/8' SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH. ATTACHED W/ (2) 18 X 3/8" SMS 9A — 1/ VENT MULTI POINT LOCK — TRUTH 9B — 1/ VENT MULTI POINT LOCK — INTERLOCK 10 — 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) 110 X 3/8" SS SMS 11 — 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) 0 X 3/8' SS SMS 11A — 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH. ATTACHED W/ (2) 18 x 3/8" SS SMS i 13 — 2/ CORNER FRAME ANO VENT ASSEMBLY SCREWS — 1110 X 1-1/4" SS SMS .090 TYP, 754 r .383 FRAME CORNER PRODUCT' REVISED as complying with the Florida Building Codete Acceptance 0512. 1q No 1 Ex imlion Date r3Nil , A•j8 By 11 Mian a& Product Co drawing no. W98-100 (sheet 2 of 7 5/16" NOMINAL GLASS TYPE '2' .090" Soflex Clear And Color Glass By 'Eastman Chemicol Co.' .090" Butacite PVB By 'Kuraray America, Inc.' SILICONE GE -1200 DOW 995 DOW 899 3/16" ANN. GLASS .075" Soflex CP With PET Core - By 'Eastman Chemicol Co.' .090" Soflex Clear And Color Gloss By 'Eostmon Chemical Co.' .090" SentryGlos By Kuraray America, Inc.' .090" Butacite PVB By 'Kuraray Americo, Inc.' 111 3/16" ANN. GLASS INTERLAYERS- 7/16" NOMINAL GLASS TYPE '3' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO'SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) INT. (-) EXT. (4) 1NT. (-) 20" 24" 28" 30"36" 32" 36" 40" 42" 110.0 194.3 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 129.5 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 20" 24" 28' 30" 32" 36' 40" 42' 42" 110.0 166.5 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 83.3 83.3 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 60.0 60.0 20' 24' 28" 30"48" 32" 36" 110.0 145.7 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 103.8 104.1 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 91.1 91.1 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 40" 42" 72.8 72.8 110.0 120.0 110.0 120.0 69.4 69.4 110.0 120.0 60.0 60.0 20" 24" 28" 30"54" 32" 36" 40" 42' 110.0 129.5 110.0 195.0 110.0 195.0 96.0 107.9 110.0 195.0 11.0i3O. 88.2 92.5 110.0 120.0 1110.0 • •12Q.0. 84.4 86.3 110.0 120.0 1:121374 0 • 80.9 80.9 110.0 120.0 110.0 • • 120? 71.9 71.9 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 • •.116.p• 120.0 . 61.7 61.7 110.0 120.0 • :60.Q • 60.(1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 •• • • ••• SILICONE GE -1200 DOW 995 DOW 899 3/16" HEAT STREN'D GLASS .075" Soflex CP With PET Core By 'Eastman Chemical Co.' .090" Soflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By 'Kura ray Americo, Inc.' .090" Butocite PVB By 'Kura ray America, Inc.' 3/16" HEAT STREW() GLASS INTERLAYERS- 7/16" NOMINAL GLASS TYPE '6' SILICONE GE -1200 DOW 995 DOW 899 SQUARE BEAD OPTIONAL ALL GLASS TYPES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. CLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) EXT. (4-) 1NT. (-) 20' 24" 28" 30" 32" 36" 40" 42' 60" 98.8 85.8 76.7 73.2 70.2 64.8 112.6 95.4 83.3 77.7 110.0 195.0 110.0 195.0 110.0 195.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37" 42" 26" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 145.4 110.0 195.0 110.0 195.0 110.0 128.1 110.0 195.0 * 110.0 195.0 * 72.8 110.0 120.0 110.0 120.0 64.8 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 19-1/8" 26-1/2" 37" 42" 38-3/8" 110.0 190.6 110.0 195.0 110.0 195.0 110.0 137.5 110.0 195.0 110.0 195.0 98.5 98.5 110.0 194.5 110.0 120.0 86.8 86.8 110.0 120.0 110.0 120.0 20' 24" 28" 30" 32" 36" 40" 20" 24" 28" 30" 32' 36' 66" 86.7 73.4 64.2 60.6 57.5 86.7 73.4 64.2 60.6 110.0 195.0 110.0 195.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37" 42" 50-5/8" 110.0 144.5 110.0 195.0 110.0 195.0 99.7 104.3 110.0 195.0 110.0 195.0 74.7 74.7 110.0 120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 57.5 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 72" 66.4 56.1 48.9 46.0 43.6 66.4 110.0 195.0 110.0 120.0 19-1/8" 26-1/2" 37" 42" 63" 96.7 104.2 110.0 195.0 110.0 195.0 74.9 77.9 110.0 120.0 110.0 120.0 60.0 60.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 56.1 48.9 46.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37" 74-1/4" 63.0 63.0 110.0 195.0 110.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 59.8 59.8 59.8 59.8 43.6 110.0 120.0 110.0 120.0 37" 77" 56.3 56.3 56.3 56.3 60.0 60.0 60.0 60.0 32" 35" 76' 60.0 60.0 60.0 60.0 60.0 4 • • 20" 24" 28" 78" • • •• .•• •• • 1. •• 10". • 24" • 28" - • 3 52.0 43.8 38.1 52.0 110.0 120.0 110.0 120.0 43.8 110.0 120.0 110.0 120.0 38.1 110.0 120.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 84" • 30;• • •• • • • 2.•• • • • • • • NOTE: 41.5 34.9 41.5 110.0 120.0 110.0 120.0 34.9 110.0 120.0 110.0 120.0 110.0 120.0 54.5 54.5 51.2 51.2 51.2 51.2 48.3 48.3 48.3 48.3 •.• • • • •• •• •• • L.OAD/AREA LIMITS • • ; • • •• . •. . •. 60R •;+110.0, -120.0 PSF = 16.34 SQ. FT. ••• •• • • • ;•••,+110.0, -195.0 PSF = 10.00 SQ. FT. • • ••• • • * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' S USED ** ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 Engr: JAVAD AHMAD CML FLA PE # 70592 CA . 3538 015 PRODUCT REVISED as complying wilh the Florida Building Code Acceptance No Exp'ratro L Date 0-YAK/J. 1 %B Ry L/i...Li.. Mi Dade Product . „ • ni‘hmu' L. J z to tO M � re • t ✓ o oaQQg cg ei J 19MQ J 4612 COMP-ANL\W98-100CGI CV w w FAX. (305) 593-6592 v � o 0 o z 0Oug O 0 K O o z w S cc C 0 4 2ga K X z to 0_ 8 O J K U' 5 z z co 0 0 0 N 0 y dote: 12-04-98 • o` u c ) drawing no. W98-100 sheet 3 of 7 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 1/8" TEMP. GLASS AIR SPACE 1/8" ANN. GLASS INTERLAYERS- .075" Saflex CP With PET Core By 'Eastman Chemical Co: .090" Saflex Clear And Color Gloss By 'Eastmon Chemical Co.' .090" SentryGlas By 'Kura ray America, Inc.' .090" Butacite PVB By Kura ray America. Inc.' -1/8" ANN. GLASS 3/4" INSULATED GLASS TYPE '2A" SILICONE GE -1200 DOW 995 DOW 899 SETTING BLOCKS 2/ UTE EPDM DUROMETER 85±5 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR - SUPER SPACER BY 'QUANEX' 1/8" TEMP. GLASS AIR SPACE 1/8' TEMP. GLASS INTERLAYERS - .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Gloss By 'Eastman Chemical Co.' .090" SentryGlas By 'Ku away Americo, Inc.' .090" Butacite PVB By 'Kuraroy America, Inc.' 1/8" TEMP. GLASS SILICONE GE -1200 DOW 995 DOW 899 SETTING BLOCKS 2/ LITE EPDM DUROMETER 85±5 3/4" INSULATED - - - GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALAAl10N DETAILS 'WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH 20" 24' 28" 30" 32" 36' 40" 42" 20" 24" 28" 30" 32' 36" 40' 42" 20" HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1 NT. (-) WINDOW DIMS. WIDTH HEIGHT 36" 110.0 194.3 110.0 195.0 110.0 161.9 110.0 195.0 110.0 138.8 110.0 195.0 110.0 129.5 110.0 195.0 110.0 121.4 110.0 195.0 107.9 107.9 110.0 195.0 97.1 97.1 110.0 120.0 92.5 92.5 110.0 120.0 42" 110.0 166.5 110.0 195.0 110.0 138.8 110.0 195.0 110.0 118.9 110.0 195.0 110.0 111.0 110.0 195.0 104.1 104.1 110.0 120.0 92.5 92.5 110.0 120.0 83.3 83.3 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 20" 24" 28' 30" 32" 36" 40" 60" GLASS TYPE '2A' GLASS TYPE '3A' EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) 98.8 112.6 110.0 195.0 WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' 85.8 95.4 110.0 120.0 76.7 83.3 110.0 120.0 73.2 77.7 110.0 120.0 70.2 72.8 110.0 120.0 64.8 64.8 110.0 120.0 60.0 60.0 66" 60.0 60.0 86.7 86.7 110.0 169.0 73.4 73.4 64.2 64.2 60.6 60.6 57.5 57.5 110.0 120.0 110.0 120.0 110.0 118.2 110.0 112.2 60.0 60.0 60.0 60.0 79.3 79.3 110.0 120.0 24" 28" 30" 32" 36" 40' 42" 20" 24" 28" 30" 32" 36' 40" 42" 48" 110.0 110.0 104.1 97.1 91.1 145.7 121.4 104.1 97.1 91.1 110.0 110.0 195.0 110.0 110.0 110.0 195.0 120.0 120.0 120.0 80.9 80.9 110.0 120.0 72.8 72.8 110.0 120,0 20" 24" 28" 30" 32" •36"••• • • 32' • • • •• ••5fi - 72" • 66.4 66.4 56.1 56.1 110.0 120.0 109.3 109.3 48.9 48.9 95.3 95.3 46.0 46.0 89.8 89.8 WIDTH 19-1/8" 26-1/2" 37" 42' 19-1/8" 26-1/2" 37" 42" 19-1/8" 26-1/2" 37" 42" 19-1/8" 26-1/2" 37" 42" 19-1/8" HEIGHT 26' 38-3/8' EXT. (+) 110.0 110.0 110.0 110.0 110.0 110.0 1NT. (-) 195.0 203.0 145.4 128.1 190.6 137.5 EXT. (+) 110.0 110.0 110.0 110.0 110.0 110.0 1NT. (-) 195.0 195.0 195.0 195.0 * 195.0 195.0 50-5/8" 63" 26-1 /2" 37" 74-1/4" 98.5 86.8 110.0 99.7 74.7 65.8 96.7 74.9 60.0 60.0 63.0 98.5 86.8 144.5 104.3 74.7 65.8 104.2 77.9 60.0 60.0 63.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 120.0 120.0 195.0 195.0 120.0 120.0 195.0 120.0 117.0 110.0 120.0 46.6 46.6 90.9 90.9 59.8 59.8 43.6 43.6 85.0 85.0 37" 77' 56.3 56.3 • 60.0 60.0 • • • • • 4, •.. • • • 69.4 54" 110.0 98.0 69.4 129.5 107.9 110.0 110.0 110.0 120.0 195.0 195.0 • 92.5 92.5 110.0 120.0 20" 24" ••1 • 38 • • J6•.• • • ••60;0 • • • 60.0 :640 • 60.0 •52.0•• 52.0 101.3 101.3 43.8 43.8 85.4 85.4 •• • 84.4 80.9 71.9 86.3 80.9 64.8 61.7 71.9 64.8 61.7 110.0 110.0 110.0 110.0 110.0 120.0 •' 120.0 120.0 120.0 120.0 20" 24" ..28" • • • • 1° . . re •• • •• ••• • 38.1 • 38.1 • a 6E_0; • 10.0 74.3 74.3 • •8t"•• • • • ••• . • • • • • • ¢•145' ' :41.5 • 34.9 34.9 80.8 80.8 68.0 68.0 54.5 54.5 61.2 • 51.2 • - 11§.6 • 48.3 .•• • * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 98 IS USED ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. SQUARE BEAD OPTIONAL ALL GLASS TYPES 441 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: JAVAD AH MAD CML FLA. PE / 70592 C.A.N. 3538 2D15 PRODUCT REVISED as emptying with lite Florida Building Code (6 D6iz.1t Acceptance No 8 'ration Date BY Mi I/[ V ING CASEMENT WOW. 0 FAX. (305) 593-6592 1 m LOCK OPTION ADDED REV. PER RER COMMENTS 0 N 0 0 0 17 N 0 0 N '0 tV N O "i cll 0 x ) date: 12-04-98 • 1 a 1. C ) drawing no. W98-100 sheet 4 of 7 INSTALLA TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2-1/2' MIN. INSTALLATION TYPE '1' TION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) 1 3/8' 2 1/8" WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2-1/2' MIN. INSTALLATION TYPE '2' 2 1/8" MIN. WOOD BUCK TYPE '2' MATERL4L: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION alSEALANT _%L irtik BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 1 3/8" WOOD BUCK TYPE '3' MATER1AI PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' •• •• • • • • ••. • • cAtUM.c�IA14ptrL • • • • • . 3/4" X 1" X 3/4" X 1/8" 2-1/2' LONG AT. NCHLIR. LOCATIOVS• • . • . • •• •• • • •• . •.• .• •.. .• • • • ..• WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN • LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • . • . • • ••• • • • • • . • • • ..• . . •• . . • • • .• •, • •.• .••.. F. 21/8' MIN. WOOD BUCK TYPE '4' RPESSURE—TRFATFn TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ;1LT. ANCHOR LOCATION WITH SHEAR CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8' THK. MIN. ATTACHMENT TO METAL STRUCTURES x TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION m11111NtiMM1N111I L—_—J ATTACHMENT TO APPROVED MULLIONS � � J 0 F• • O O • O O t • O O o< c• l,3 re X g Q LL t!! Q w2 c FAX. (305) 593-6592 0 N co uo v 0 Y 0. 0 y 0 v En 0 NO CHANCE THIS SHEET a 9 V 9 Eng: JAVAD AHMAD CML FLA. PEI 70592 CAN. 3538 M PRODUCT REVISED as complying with the Florida Building Code (C,.O$ti2� Acceptance No 11 Ex • iration Date #10n ir'L 2018 By Miam Dade Product N c 0 N o) v v N 0 0 N O N O N O 0 4 !7 date: 12-04-98 N s 1 0 5 drawing no. W98-100 (sheet 5 of 7 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 0 4 1 " MIN. 2-1/2" MIN. 4 INSTALLATION TYPE '1' 1 3/8' WOOD BUCK TYPE '1' MATFRIeI: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2-1/2" MIN. INSTALLATION TYPE '2' 2 1/8" MIN. WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD kl/— TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1" MIM 0 1 3/8" BUCK INSTALLATION BY OTHERS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATER: PRESSURE TREATED • .•: : ' •. • • •• TYPICAL INSTALLATION DETAIL •. •• •'• • ; . • ON ALL FOUR SIDES/USING WOO"IS • • ••' • ••• • • • • ••• • • . • • • • . . • • • • • • • • • . •••• • •• • • • • • •• • WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER:• , •••• THEM TO THE BUILDING STRUCTURE. • . •. • • • • • • • • • • • • • • . . • ! • • el. 1' MIN. r 2 1/8" i� MIN. BUCK INSTALLATION BY OTHERS a TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8" THK. MIN. ATTACHMENT TO METAL STRUCTURES —1/8' MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS i c 0, P I 3 oZ f n O g eg• o u. o t N. v Q 6 .( g c• o0a ; j al Q b� 1- ( FAX. (305) 593-6592 0 Q 0 4) ti 2 9 0 V 9 Z S W W CHANCE THIS Z S 0 INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD Engr. JAVAD AHMAD CML FLA. PE # 70592 CAN. 3538 PRODUCT REVISED as complying with the Florida Building Code 15'oStZ. q Acccptance No ration Date �3 • By Dade Product Ca 18 • N N n 4-1 0 N O 0 0 ai N ('4 z P4 N 0 0 z x 0 0 drowing no.1 W98-100) (sheet 5.1 of 7 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CUP AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.( 4)/110.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 20" 24" 28" 30" 32" 36" 40' 42" 36" 195.0 195.0 154.8 122.2 195.0 195.0 195.0 129.0 20" 24" 28" 30" 32" 172.0 192.9 195.0 110.6 190.5 147.4 180.0 195.0 103.2 148.4 137.6 168.8 195.0 96.8 195.0 129.0 150.0 195.0 86.0 74.4 114.7 135.0 180.0 77.4 195.0 103.2 128.6 171.4 73.7 110.6 98.3 20" 24" 28" 30" 32" 36" 40" 42" 42" 195.0 195.0 132.7 195.0 176.9 192.9 195.0 110.6 111.2 147.4 165.3 195.0 94.8 171.4 126.4 154.3 195.0 88.5 195.0 117.9 144.6 192.9 82.9 195.0 110.6 128.6 171.4 73.7 67.6 98.3 115.7 154.3 66.3 88.5 110.2 146.9 63.2 84.2 20" 24" 28" 30"48"180.0 32" 36" 40" 42" 195.0 195.0 154.8 193.5 195.0 195.0 129.0 161.3 192.9 195.0 110.8 138.2 195.0 103.2 129.0 168.8 195.0 96.8 120.9 150.0 187.5 86.0 107.5 135.0 168.8 77.4 96.8 128.8 180.7 73.7 92.1 20" 24" 28" 30" 32' 36' 40" 42" 54- 195.0 195.0 137.6 195.0 195.0 195.0 114.7 172.0 171.4 195.0 98.3 147.4 160.0 195.0 91.7 137.6 150.0 195.0 86.0 129.0 133.3 195.0 76.4 114.7 120.0 180.0 68.8 103.2 114.3 171.4 65.5 98.3 20' 24' 28' 30'60" 32" 36" 40" 42" 195.0 195.0 123.8 185.8 180.0 195.0 103.2 154.8 154.3 195.0 88.5 132.7 144.0 195.0 82.6 123.8 135.0 195.0 77.4 116.1 120.0 180.0 6B.8 103.2 108.0 162.0 61.9 92.9 102.9 154.3 59.0 88.5 20" 195.0 195.0 140.7 24" 28" 30" 32" 36" 40" 66' 195.0 195.0 195.0 117.3 164.2 175.3 195.0 100.5 140.7 163.6 195.0 93.8 131.3 153.4 195.0 88.0 ..0 ••• - . ; 123.: • • 136.4 190.9 78.2 •r • • la.: • • 122.7 171.8 70.4 om • • 20' 24" 28" 30" 32" 36" 72" 195.0 195.0 129.0 180.6 187.5 195.0107.5 •• • • • 50.5 ' 160.7 195.0 92.1 .. :129,A• • 150.0 195.0 86.0 • • • i{20.4 : • • 140.6 195.0 80.6 112.9 125.0 175.0 71.7 . • • 400.3 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS 19/0 SHEAR CLIP ANCHORS WITH SHEAR CIDP AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WIDTH HEIGHT EXT.(+)/iNT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 32"76_ 36" 26' 133.2 195.0 76.4 122.2 118.4 189.5 67.9 108.6 20" 24" 28" 30" 32" 78" 195.0 195.0 119.1 190.5 173.1 195.0 99.2 158.8 148.4 195.0 85.1 136.1 138.5 195.0 79.4 127.0 129.8 195.0 74.4 119.1 20" 24" 28" 32" 84" 195.0 195.0 132.7 195.0 195.0 195.0 110.6 165.9 165.3 195.0 94.8 142.2 154.3 195.0 88.5 132.7 • • •" •• • • • • • • • • • • • • ••• • • • • • • • • • •• 000 • • • • •• s • • • • • • • • • . •• • • • • • •• • •• ••• • • • • • • • . ••• • • • • •••••• • •• . 004o • • • ANCHORS W/0 SHEAR CLIP PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(--) EXT.(+)/1NT.(-) EXT.(+)/INT.(-) 19-1/8" 26-1/2" 37' 26' 195.0 195.0 149.4 195.0 195.0 195.0 107.8 161.8 195.0 195.0 77.2 115.9 19-1/8' 26-1/2" 37" 38-3/8" 195.0 195.0 151.9 195.0 191.2 195.0 109.6 146.1 136.9 182.6 78.5 104.7 19-1/8" 26-1/2" 37" 50-5/8" 195.0 195.0 153.5 191.9 193.2 195.0 110.8 138.5 138.4 173.0 79.3 99.2 19-1/8" 26-1/2" 37" 42" 63" 195.0 195.0 123.3 195.0 155.3 195.0 89.0 155.8 111.2 194.6 6.3.8 111.6 98.0 171.4 56.2 98.3 19-1/8" 26-1/2. 37' 74-1/4' 195.0 195.0 130.8 195.0 . 164.7 195.0 94.4- 151.1 117.9 188.6 67.6 108.1 ANCHORS WITH SHEAR CLIP TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. KWIK-CON II BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 K51, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO --CONCRETE AND -MASONRY = 2-1/2" MIN, INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Engr. JAVA() AHMAD CML FLA. PE 1 70592 CAN. 538 15 PRODUCT REVISED as complying with the Florida Building Code Acceptance No LS'05 Expiration Dale By Miam ade Product Control fe"‘I 0 0 COMP-ANL\W98- N FAX. (305) 593-6592 c 0 .y L c 0 1- C uo fn ry U REV. PER RER COMMENTS GENERAL REVISION 0 Z O 0 N N 0 N 0 aN 0 0 c 4 S i pb • 11 O in drawing M98-100 no. sheetsheet 6 of 7 1. PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. WIDTH HEIGHT EXT.(+) INT.(-) WINDOW DIMS. WIDTH HEIGHT EXT.(+) INT.(-) 20' 24' 28" 30° 32' 36' 40' 42' 36' 110.0 195.0 110.0 195.0 110.0 188.5 110.0 182.4 110.0 179.5 110.0 177.3 20' 24' 28" 30" 32' 36' 76' 105.8 120.0 90.9 120.0 80.5 110.3 76.3 104.7 60.0 60.0 60.0 60.0 105.8 145.1 97.0 120.0 20' 24' 28' 30" 32' 36' 40' 42' 42' 110.0 179.5 110.0 159.6 106.9 146.6 20' 24" 28' 30' 32' 78' 102.7 120.0 88.2 120.0 77.9 120.0 73.9 101.3 60.0 60.0 103.5 141.9 100.7 138.1 97.0 120.0 95.2 120.0 95.0 120.0 20' 24' 28' 30' 32' 84' 110.0 120.0 97.0 120.0 85.5 117.3 60.0 60.0 60.0 60.0 20' 24' 28' 30' 32' 36' 40' 42' 48' 110.0 195.0 110.0 177.3 110.0 160.9 110.0 154.8 109.1 120.0 103.5 120,0 99.8 120.0 95.0 120.0 20' 24' 28' 30' 32' 36' 40' 42" 54' 110.0 174.1 110.0 152.0 99.8 120.0 95.5 120.0 91.9 120.0 86.2 118.2 82.2 112.7 80.6 110.5 20' 24' 28' 30' 32" 36' 40' 60' 110.0 153.2 97.0 133.0 86.8 119.0 82.8 113.5 79.4 108.8 73.9 101.3 60.0 60.0 600 600 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) INT.(-) WIDTH HEIGHT 19-1/8' 26-1/2" 37' 42' 26' 110.0 195.0 110.0 195.0 110.0 184.2 110.0 152.4 19-1/8' 26-1/2" 37' 42' 38-3/8' 110.0 195.0 110.0 172.6 110.0 156.3 95.7 120.0 19-1/8' 26-1/2' 37" 42' 50-5/8' 110.0 195.0 110.0 154.7 94.0 120.0 89.8 120.0 19-1/8' 26-1/2' 37' 42' 63' 109.3 149.9 84.8 116.2 67.9 93.1- 60.0 60.0 19-1/8". 26-1/2' 37' 74-1/4" 110.0 154.8 86.4 118.5 60.0 60.0 19-1/8' 26-1/2" 37' 76' 109.9 120.0 84.0 115.2 60.0 60.0 19-1/8' 26-1/2' 37" 77' 108.3 120.0 82.7 113.4 60.0 60.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING A - 1/4" DIA. KWIK-CON II BY 'HILTI' (Fua2163 KSI, Fy=157 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 20" 24" 28" 30" 32' 36' 40' 66" 110.0 171.0 107.8 120.0 95.9 120.0 91.3 120.0 87.3 119.7 60.0 60.0 60.0 60.0 20' 24' 28' 30' 32' 36' 72' 110.0 154.5 97.0 120.0 86.0 117.9 81.7 112.0 77.9 106.9 60.0 60.0 - (Fu -177 KSI, Fy-155 KSI) DIRECTLY INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO •CONCRETE 2-1/4" MINI. •{M9GD INTO 0 T FILLED BLOCKS C - #14 SMS (.R�9E t R3):: •.. •, INTO 2BY WOOD BUCKS.OR• W400 STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD • •.• • • • • ••• •• TYPICAL EDGE bIS�1Nc : ' • ••• INTO COIQCRETf: AND:MASOINRY ;.2-4A" MIN. INTO WOOD STRUCTURE = 1" MIN. CONCRETE Al11E20, U. Og EMB$ Cc .= 3000 PSI MIN. C-90 HOLLo/FLLi<D;B1VC�C M JMIBS 3'm = 2000 PSI MIN. •:. �• •� •�• .:. ••••. • a, d ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS .3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. r #14 SMS AT 6' FROM ENDS 17" 0.C. MAX. AT JAMBS 24" 0.C. MAX. AT HEAD/SILL 0) 2 2 1/2" MIN. 4 EDGE DIST. #14 SMS AT 6" FROM ENDS 17' O.C. MAX. AT JAMBS 24' 0.C. MAX. AT HEAD/SILL A TYPICAL ANCHORS TYPE 'A' OR '8' AT 6" FROM ENDS AND 17' 0.C. MAX. AT JAMBS 17' 0.C. MAX. AT HEAD/SILL INSTALLATION TYPE '5' 1' MIN. TYPICAL ANCHORS TYPE 'C' AT 6" FROM ENDS AND 17" O.C. MAX. AT JAMBS 24' O.C. MAX. AT HEAD/SILL INSTALLATION TYPE '6' 2BY WOOD BUCK OR WOOD STRUCTURES TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM u 0 0 0 1 3 J a 0. 7 0 0 U z N cc Oo w 0 N • =N 0 in • NM Q . . Z Z� 3o . O 5 0oa FAX. (305) 593-6592 0 )n ( c 0 o. U 0, LJ J 9 4 U NO CHANCE THIS SHEET 2.500 ALUMINUM BUCK OPTIONAL COVER 6063-T6 6063-T6 Engr: JAVAD AHMAD CML FLA. PE' 70592 CAN. 38 PRODUCT REVISED as complyiai with the Florida Building Code i2. Acccptaoce No 1 5-05lQ Yation Date 41P_74011:1. 2018 By D41. . . Dade Product 0, 0 N 1.� -, 0 U 0 0 m 0 1) 0, 0 S 0 c U x m r 1 1 x u drawing no.1 W98-100 j sheet 7 of 7